P530 AIMF_PLANS_DRAFT_20250728_Part3.pdf

STANDARD HOOK SCHEDULE

BAR

SIZE

FINISHED BEND

DIAMETER "D"

D13 80

D16 95

D19 115

D22 135

90 DEG.

HOOKS

"L"

D10 60 155

D25 155 410

"L

"D" f'c = 24 MPa f'c = 27 MPa

HOOK DEVELOPMENT

140 130

190 170

240 210

330 300

380 340

440 390

"Ldh"

CRITICAL

SECTION

LENGTH "Ldh"

D29 180 480 495 465

NOTE:

1. INCREASE DEVELOPMENT & LAP LENGTH FOR TOP BARS BY 30%.

TOP BARS ARE HORIZONTAL REINFORCING

WITH MORE THAN 300 CONCRETE CAST BELOW.

2. DEVELOPMENT & LAP LENGTHS SHOWN ASSUME CLEAR SPACING OF BARS IS

NOT LESS THAN TWO TIMES THE BAR DIAMETER AND CLEAR COVER

IS NOT LESS THAN THE BAR DIAMETER. IF CLEAR SPACING OR COVER

IS LESS THAN LIMITS INDICATED, INCREASE DEVELOPMENT & LAP LENGTHS BY 50%.

3. FOR DOWEL BARS EXTENDING FROM AN INITIAL CONC. POUR INTO A SUBSEQUENT

POUR, PROVIDE AT LEAST DEVELOPMENT LENGTH EMBEDMENT INTO INITIAL POUR.

IF DEVELOPMENT LENGTH IN INITIAL POUR IS NOT AVAILABLE, PROVIDE STANDARD

90 DEGREE HOOK W/ HOOK DEVELOPMENT LENGTH SHOWN BELOW.

DEVELOPMENT & LAP SPLICE TABLE

BAR SIZE

f'c = 24 MPa f'c = 27 MPa

SPLICE LENGTH

D10 360 340

D13 480 460

D16 600 570

D19 850 800

D22 1230 1160

D25 1400 1320

D29 1790 1680 f'c = 24 MPa f'c = 27 MPa

DEVELOPMENT LENGTH

280 270

370 350

470 440

650 620

950 890

1080 1020

1380 1300

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1 : 100

STANDARD HOOK SCHEDULE

F16

1 : 20

DEVELOPMENT LENGTH & LAP SPLICE SCHEDULE

L16

GENERAL STRUCTURAL NOTES CONTINUED

CONCRETE

3.1 REINFORCING

A. STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM WITH JIS G3112 AND THE FOLLOWING.

1. REINFORCING STEEL D16 AND SMALLER SHALL BE SD295 DEFORMED BARS, WITH MINIMUM YIELD

STRENGTH OF 295 MPA UNLESS NOTED OTHERWISE.

2. REINFORCING STEEL D19 AND LARGER SHALL BE SD345 DEFORMED BARS, WITH A MINIMUM YIELD

STRENGTH OF 345 MPA UNLESS NOTED OTHERWISE.

3. WELDED WIRE FABRIC SHALL CONFORM WITH JIS G3551 AND SHALL BE CONTACT LAP SPLICED

TWO FULL WIRE SPACES.

4. REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST WITH THE LOWER

MEMBER. PLACING REINFORCING AFTER CONCRETE HAS BEEN PLACED IS NOT PERMITTED.

5. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS

SPECIFICALLY NOTED IN THE STRUCTURAL DOCUMENTS OR APPROVED BY GOVERNMENT.

6. PROVIDE DOWELS FROM FOUNDATION THE SAME GRADE, SIZE, AND NUMBER AS VERTICAL WALL

OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

7. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.

8. MECHANICAL COUPLERS SHALL BE UNI-AXIAL TYPE OR EQUIVALENT CAPABLE OF DEVELOPING

125% OF THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BAR. FOR D19 AND LARGER BARS GAS PRESSURE WELDED SPLICES ARE ACCEPTABLE IN LIEU OF MECHANICAL COUPLERS OR LAP SPLICES.

9. ADDITIONAL REQUIREMENTS FOR BARS THAT ARE PART OF THE SPECIAL REINFORCED CONCRETE

SHEAR WALLS:

A. YIELD STRENGTH SHALL NOT EXCEED 469 MPA

B. YIELD RATIO OF 80% MAX AND PER JIS G3112 ANNEX JA. 1 SHALL BE MET

3.2 CAST-IN-PLACE CONCRETE

A. REINFORCED CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS:

1. 18 MPA AT 28-DAYS NORMAL WEIGHT CONCRETE:

A. MUD SLAB BELOW FOUNDATIONS

2. 24 MPA AT 28-DAYS NORMAL WEIGHT CONCRETE:

A. INTERIOR SLABS ON GRADE

B. ROOF TOPPING SLAB

3. 27 MPA AT 28-DAYS NORMAL WEIGHT CONCRETE:

A. COLUMNS, WALLS

B. GIRDERS, BEAMS, STRUCTURAL SLABS

4. 27 MPA AT 28-DAYS NORMAL WEIGHT CONCRETE:

A. FOOTINGS AND FOUNDATIONS

B. PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS UNLESS NOTED OTHERWISE:

1. CONCRETE PERMANENTLY EXPOSED TO EARTH...................................................75 MM

2. CONCRETE EXPOSED TO WEATHER ........................................................................65 MM

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

A. SLABS AND WALLS...................................................................................................20 MM B. BEAMS AND COLUMNS............................................................................................40 MM

C. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB-ON-GRADE AS INDICATED IN THE

STRUCTURAL DRAWINGS.

D. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED AND PLACED AT LOCATIONS APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE.

E. LOCATE CONSTRUCTION JOINTS FOR JOISTS, BEAMS, GIRDERS, AND SUSPENDED SLABS IN

THE MIDDLE 1/3 OF THE SPAN. PLACE JOINTS SO THEY DO NOT COMPROMISE THE STRENGTH

OF THE STRUCTURE. OFFSET JOINTS IN A GIRDER AT LEAST TWICE THE BEAM WIDTH

FROM A BEAM/GIRDER INTERSECTION.

F. INTERFACE OF CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 6

MILLIMETERS. SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEAN AND FREE OF LAITANCE.

IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE WETTED AND

STANDING WATER REMOVED.

G. PROVIDE COMPRESSIBLE FILLER AND SEALANT IN SLAB-ON-GRADE AND WALL AND COLUMN

INTERFACES THAT ARE NOT DOWELED TOGETHER.

H. ALL COLUMN POCKETS SHALL BE FILLED WITH CONCRETE AFTER COLUMN IS ERECTED.

I. CONDUIT AND PIPES EMBEDDED IN WALLS, BEAMS, OR SLABS SHALL BE NO LARGER IN OUTSIDE

DIMENSION THAN 1/3 THE OVERALL MEMBER THICKNESS OR 50 MILLIMETERS MAXIMUM, AND SHALL

BE PLACED NO CLOSER THAN 3 DIAMETERS OF WIDTHS ON CENTER.

J. CONDUIT AND PIPES, WITH THEIR FITTINGS, EMBEDDED WITHIN A COLUMN SHALL NOT DISPLACE

MORE THAN 4 PERCENT OF THE AREA OF THE COLUMN CROSS SECTION.

K. PROVIDE 100 MM HIGH CONCRETE HOUSEKEEPING PADS UNDER EQUIPMENT. PADS SHALL

EXTEND BEYOND EQUIPMENT 150 MM NOMINAL ON ALL SIDES. APPLY BONDING AGENT TO

EXISTING CONCRETE SLAB PRIOR TO PLACING HOUSEKEEPING PAD. SEE DOCUMENTS FROM

OTHER DISCIPLINES FOR EQUIPMENT SIZE AND LOCATIONS.

L. AT FLOOR DRAINS, LOCALLY SLOPE FLOOR TOWARDS DRAIN. SEE DOCUMENTS FROM OTHER

DISCIPLINES FOR DRAIN LOCATIONS.

M. PROVIDE 20 MM CHAMFER AT THE CORNERS OF COLUMNS AND WALLS WITH ANGLES OF 90

DEGREES OR LESS.

N. SEE ARCHITECTURAL DOCUMENTS FOR MOLDS, GROOVES, REVEALS, ORNAMENTS, CLIPS, ETC.

REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB

DEPRESSIONS.

METALS

4.1 STRUCTURAL STEEL

A. GENERAL

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 360-16

“SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND AISC 341-16

"SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS"

2. MATERIALS SHALL CONFORM TO JIS G3101 AND THE FOLLOWING, UNLESS NOTED OTHERWISE.

A. H SHAPES JIS G3136 SN490B, 325 MPA YIELD STRENGTH

B. CHANNELS AND ANGLES JIS G3106 SM400A, 235 MPA YIELD STRENGTH

C. PLATES JIS G3136 SN400B, 235 MPA YIELD STRENGTH

JIS G3136 SN490B, 325 MPA YIELD STRENGTH

(WHERE NOTED IN DETAILS

D. SQUARE AND RECTANGULAR TUBES JIS G3466 STKR400, 245 MPA YIELD STRENGTH

E. ROUND TUBES JIS G3444 STK400, 235 MPA YIELD STRENGTH

F. BOLTS JIS B1180

G. HIGH STRENGTH BOLTS JIS B1186, F10T

H. ANCHOR RODS JIS B1220 ABR 490, 325 MPA YIELD STRENGTH

I. ELECTRODES MATCHING STRENGTH, 484 MPA MIN.

J. COLD FORMED LIGHT GAUGE STEEL JIS 3350 SSC400

3. BEAM CONNECTIONS SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS.

4. ALL BOLTED CONNECTIONS SHALL BE FULLY TENSIONED BEARING CONNECTIONS WITH

THREADS INCLUDED IN THE SHEAR PLANE, UNLESS NOTED OTHERWISE.

4.2 POST-INSTALLED ANCHORS AND DEFORMED BAR DOWELS TO CONCRETE.

A. ANCHORS SHALL BE EXPANSION OR ADHESIVE ANCHORS, AS NOTED IN CONSTRUCTION DRAWINGS, UNLESS NOTED OTHERWISE.

B. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

INSTRUCTIONS.

C. WHEN INSTALLING ANCHORS, DO NOT CUT EXISTING REINFORCING. LOCATE EXISTING REINFORCING BARS WITH PACHOMETER OR SIMILAR MEANS, MARKING LOCATION AND DIRECTION OF EACH BAR IN THE VICINITY

OF EACH PROPOSED HOLE LOCATION.

D. INSTALL ANCHORS TO ACCOMMODATE THE STANDARD HOLE SIZE IN STEEL.

E. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE

INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING

ANCHORS.

F. CONCRETE BASE MATERIAL ANCHORS BASIS OF DESIGN:

1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN

TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193.

A. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN

INSTRUCTIONS.

2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED

AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308.

A . HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN

INSTRUCTIONS. HOLES SHALL BE CLEANED WITH ONE OF THE FOLLOWING OPTIONS:

1) SELF-CLEANING HOLLOW DRILL BIT IN CONJUNCTION WITH A COMPATIBLE VACUUM.

2) TRADITIONAL CLEANING METHOD OF TWO BLOWS OF COMPRESSED AIR, TWO BRUSHES, AND

TWO MORE BLOWS OF COMPRESSED AIR.

B. STEEL ANCHOR ELEMENT SHALL BE ISO 898, CLASS 5.8, FY = 407 MPA MIN. CONTINUOUSLY THREADED ROD OR

CONTINUOUSLY DEFORMED STEEL REBAR

C. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING AN APPROVED SYSTEM.

G. FOR POST INSTALLED ANCHORS, SUBMIT THE FOLLOWING:

1. DOCUMENTATION SHOWING THAT THE PROPOSED ANCHOR HAS BEEN TESTED AND APPROVED FOR

USE IN CRACKED CONCRETE.

2. CALCULATIONS PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

H. ANCHOR INSTALLATIONS SHALL BE TESTED AND INSPECTED BY THE CONTRACTOR’S TESTING AND

INSPECTION AGENCY. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE

REQUIREMENTS SET OUT BELOW AND PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE:

1. WRITTEN SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE GOVERNMENT INDICATING THE

NUMBER AND LOCATION OF TESTS, TEST TYPE CONDUCTED, TEST RESULTS, AND FINAL DISPOSITION OF ANCHOR INSTALLATION AND CONFIRMATION OF THE INFORMATION OUTLINED WITHIN THE “SPECIAL

INSPECTION AND TESTING REQUIREMENTS” BELOW.

2. ANY ANCHOR FAILING THE SPECIFIED CRITERIA SHALL BE MARKED WITH RED SPRAY PAINT AND NOT USED TO SATISFY CONTRACT REQUIREMENTS. ALL FAILED ANCHORS SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR REINSTALLATION OR ALTERNATE ANCHORAGE

INSTALLATION BY THE CONTRACTOR.

3. SPECIAL INSPECTION AND TESTING REQUIREMENTS:

A. ADHESIVE ANCHOR TESTING SHALL BE PERFORMED PERIODICALLY BY A SPECIAL INSPECTOR PER

THE FOLLOWING CRITERIA:

1) THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE INITIALLY DURING ANCHOR INSTALLATION TO

VERIFY ANCHOR PRODUCT NAME, ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE/MASONRY

TYPE, CONCRETE/MASONRY COMPRESSIVE STRENGTH, ADHESIVE IDENTIFICATION AND

EXPIRATION DATE, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE

DISTANCES, CONCRETE/MASONRY THICKNESS, ANCHOR EMBEDMENT, TIGHTENING TORQUE,

AND ADHERENCE TO THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS AND SHALL

SUBMIT REPORT WHICH INCLUDES THE ABOVE INFORMATION.

2) THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF

ADHESIVE ANCHOR BY CONSTRUCTION PERSONNEL ON SITE.

3) SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME

CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE

SPECIAL INSPECTOR. ANY CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED OR THE

PERSONNEL PERFORMING THE INSTALLATION REQUIRES AN INITIAL INSPECTION. FOR ONGOING

INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR

INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE PRODUCT.

B. MECHANICAL ANCHOR TESTING SHALL BE PERFORMED PERIODICALLY WITH THE SPECIAL

INSPECTOR SUBMITTING A REPORT THAT INCLUDES THE FOLLOWING DETAILS:

1) ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, ANCHOR TYPE, NOMINAL

ANCHOR AND BOLT DIAMETERS, AND ANCHOR LENGTH.

2) HOLE DESCRIPTION, INCLUDING HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND VERIFICATION OF

DRILL BIT COMPLIANCE WITH ANSI B212.15-1994.

3) INSTALLATION DESCRIPTION, INCLUDING VERIFICATION OF CONCRETE/MASONRY TYPE,

CONCRETE/MASONRY COMPRESSIVE STRENGTH, MEMBER THICKNESS, VERIFICATION OF

ANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE), TIGHTENING TORQUE,

AND ADHERENCE TO THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS AND ESR

REPORT.

END OF GENERAL STRUCTURAL NOTES

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REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

VERIFICATION AND INSPECTION

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:

A. IDENTIFICATION MARKINGS TO CONFORM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

CONTINUOUS PERIODIC

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

2. INSPECTION OF HIGH-STRENGTH BOLTING:

A. BEARING-TYPE CONNECTIONS.

B. SLIP-CRITICAL CONNECTIONS.

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

A. IDENTIFICATION MARKING TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

5. INSPECTION OF WELDING:

A. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.

B. MULTIPASS FILLET WELDS.

C. SINGLE-PASS FILLETS WELDS > 8 MM

D. SINGLE -PASS FILLET WELDS < 8 MM

E. COLD-FORMED STEEL DECK: FLOOR AND ROOF DECK WELDS.

F. REINFORCING STEEL: VERIFICATION OF WELDABILITY OF REINFORCING STEEL.

G. REINFORCING STEEL IN BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE

H. SHEAR REINFORCEMENT.

I. OTHER REINFORCING STEEL.

6. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

A. IDENTIFICATION MARKINGS TO CONFORM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFIED TEST REPORTS.

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT.

2. VERIFYING USE OF REQUIRED DESIGN MIX.

3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

4. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

5. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

6. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

7. INSPECTION OF FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

CONTINUOUS PERIODICVERIFICATION AND INSPECTION

REQUIRED VERIFICATION AND INSPECTION OF SOILS

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF

CONTROLLED FILL.

VERIFICATION AND INSPECTION

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

CONTINUOUS PERIODIC

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

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POST-INSTALLED ANCHORS AND REINFORCEMENT BAR DOWELING

1. THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR OR DOWEL TYPE, ANCHOR OR DOWEL DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR OR DOWEL EMBEDMENT, AND

TIGHTENING TORQUE.

CONTINUOUS PERIODIC

2. THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF ANCHOR BY CONSTRUCTION PERSONNEL ON SITE. SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL MAY BE PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR.

3. ANY CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED OR THE PERSONNEL PERFORMING THE INSTALLATION MUST

REQUIRE AN INITIAL INSPECTION.

VERIFICATION AND INSPECTION

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NOTE:

ALSO SEE SPECIAL INSPECTION SCHEDULE IN SPECIFICATION 01 45 35 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS

1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS.

3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE.

4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND

BUTT ELEVATIONS AND DOCUMENT ANY PILE DAMAGE.

VERIFICATION AND INSPECTION

2. DETERMINE CAPACITIES OF TEST PILES.

CONTINUOUS PERIODIC

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S -0

STRUCTURAL ABBREVIATIONS

# NUMBER

& AND

= EQUAL, EQUALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISEHD FLOOR

AH, AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AT ANTI-TERRORISM

AWS AMERICAN WELDING SOCIETY

BET BETWEEN

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

C CHANNEL

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER

CWB CAPILLARY WATERBARRIER

D DEEP, DEPTH

DEG DEGREE

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DL DEADLOAD

DO DITTO

DT DRAG TRUSS

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACHFACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

STRUCTURAL ABBREVIATIONS

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXT EXTERNAL, EXTERIOR

FF FAR FACE

FFE FINISH FLOOR ELEVATION

FG WALL FOOTING TYPE

FJ FLOOR JOIST

FMG FRAMING

FN FIELD NAIL

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT, ' FOOT

FTG FOOTING

Fy YIELD STRESS

GA GAUGE

GLB GLUED LAMINATED BEAM

GT GIRDER TRUSS

GUSS GUSSET

GYP BD GYPSUM BOARD

HD HOLD DOWN

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATNG/ VENTILATING/ AIR

CONDITIONING

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATED, INSULATION

JST JOIST

K, KIPS THOUSAND POUNDS

KN KILONEWTON

KPA KILOPASCAL

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATION

LONG LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

M METER

MB MACHINE BOLT

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MEZZ MEZZANINE

MF MOMENT FRAME

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MM MILLIMETER

MOD MODIFY, MODIFIED

MPA MEGAPASCAL

NF NEAR FACE

STRUCTURAL ABBREVIATIONS

NOM NOMINAL

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND, OVERHEAD

OWSJ OPEN WEB STEEL JOIST

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PFJ PERIMETER FELT JOINT

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT,

PRETENSIONED

REINF REINFORCING, REINFORCED

REQ REQUIRED

RET RETURN, RETAINING

REV REVISION, REVISED

RF ROOF

RFT RAFTERS

RPM REVOLUTIONS PR MINUTE

RS ROUGH SAWN

RT ROOF TRUSS

S SECTION MODULUS

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SEIS SEISMIC

SEP SEPARATION

SH SHEAR WALL

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SMS SHEET METAL SCREW

SPEC(S) SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

ST SNUG TIGHT

STD STANDARD

STIF/STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SW SHEARWALL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

TB TIE BEAM

TGB TOP OF GRADE BEAM

THK THICK, THICKNESS

TL TOTAL LOAD

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UFC UNIFIED FACILITES CRITERIA

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VERTICAL BRACE

VERT VERTICAL

W WIDTH, WEST, WIDE FLANGE

w/ WITH

WF WIDE FLANGE

WPT WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x BY, TIMES

M A

S

C R

IP

T

IO

N

D A

T

A

B C D E F G H

H

1 1

5 5

C

C 1C

C

C

C

C

C

C

C

C 1C

C

C

C 1 C

P C

P C

P C

P C

P C

P C

P C

3P C

P C

P C

PC

3P

C

P C

P C

FG3

FG3

F G

F G

F G

F G

FG3

F G

F G

FG3

F G

F G

T B T B

TBTB TB

TB TBTB

2.7

FG1

F G

F G

C

1PC

P C

P C

P C

P C

P C

P C

P C

P C

P C

P C

T B

F G

F G

FG3FG3

FG1

F G

FG1

F G

FG1

FG1

F G

F G

F G

TB TB TB

F G

F G

P C

L6

S-502

TYP

L6

S-502

TYP

L6

S-502

TYP

L6

S-502

TYP

P C

CJ

TYP

ELEVATOR PIT

SEE GENERAL

NOTE 7

P C

F G

P C

P C

TB

P C

F G

P C

F G

FG3 FG3 FG3

F G

F

G

F G

FG3FG3

FG1 FG1

FG1

F G

TB

TB

TB

T B

S-202

A1

S-203A11

S-205 A10

B.6

C.2 E.5

3.4

3.5

2.4

3.8

FG1

S-205 A1

S-204

A1

S-205 J15

S-203A1

S-203

J1

S-203

J6

A5 S-403

1.2

P C

2C

FG2

F G

F.3

3.6

E8

S-502

TYP @ OH

DOORS

S-202

H1

S-203 J11

S-204

H1

S-205J1

A2 S-402

G1 S-401

E8

S-502

SIM

P C

FG3

P C

PC

PC

P C

F G

P C

P

C

P C

F G

F G

P C

F G

PC

F G

P C

P

C

P C

FG1

F G

P C

PC

P C

P C

P C

P C

FG3

P C

P C

F G

F G

FG1

F G

F G

49300

80209900

4600 8850 2200 6000 8350 4450 5100 5340 4410

FG3

FG3

TBTBTB FG1

FG3

F G

F

G

F G

F

G

F G

F

G

F G

F

G

1. FINISHED FLOOR ELEVATION = 0 U.N.O.

2. ELEVATION 0 IN STRUCTURAL DRAWINGS

= ELEVATION 40.35 IN REFERENCE

DATUM. SEE CIVIL, UNO.

3. TOP OF EXTERIOR FOUNDATION = -600

MM FROM FIRST FLOOR ELEVATION,

UNO.

4. TOP OF INTERIOR FOUNDATION = -600

MM FROM FIRST FLOOR ELEVATION,

UNO.

5. TYPICAL FLOOR CONSTRUCTION IS 150

THICK CONCRETE SLAB ON GRADE ON

0.38 MM POLYETHYLENE VAPOR BARRIER

ON 300 THICK COMPACTED FREE-

DRAWING GRANULAR BASE, REINFORCE

SLAB WITH D13 AT 400 EACH WAY.

6. = INDICATES FLOOR

CONSTRUCTION IS 220 THICK CONCRETE

SLAB ON 0.38 MM POLYETHYLENE VAPOR

BARRIER ON 300 THICK COMPACTED

FREE-DRAINING GRANULAR BASE,

REINFORCE SLAB WITH D19 AT 250 EACH

WAY.

7. CONTRACTOR SHALL VERIFY ELEVATOR

DIMENSIONS (SIZE AND DEPTH) AND

LOCATION OF SUMP PIT WITH ELEVATOR

MANUFACTURER. PIT DEPTH=-1300

8. SLAB CONTROL JOINTS (CJ) SHALL

EITHER BE A CONTRACTION OR

CONSTRUCTION JOINT AT

CONTRACTOR'S OPTION, REFER TO

DETAILS ON SHEET S-501.

9. SEE ARCHITECTURAL FOR WINDOW AND

DOOR OPENING LOCATIONS, AND

DIMENSIONS OF INTERIOR CONCRETE

WALLS.

10. STRUCTURAL WALLS ARE TYPICALLY 300

THICK U.N.O. REINFORCED WITH D13 AT

250 ON CENTERED VERTICAL AND D13 AT

200 ON CENTER HORIZONTAL, EACH

FACE. PROVIDE MATCHING DOWELS INTO

FOUNDATION GIRDERS.

11. COORDINATE FLOOR DRAIN LOCATIONS

WITH PLUMBING DRAWINGS. REFER TO

ARCHITECTURAL DRAWINGS FOR

CONCRETE SLAB SLOPES IN TOILET

ROOMS AND JANITORS CLOSETS.

LEGEND

MARK DESCRIPTION REFERENCE SHEETS

C CONCRETE COLUMN

B CONCRETE BEAM

FOUNDATION GIRDERFG

S STRUCTURAL SLAB

W WALL

G CONCRETE GIRDER

/G1 S-604

/N7 S-603

/F12 S-602

/M1 S-604

/M7 S-602

/F1 S-602

TB TIE BEAM /E16 S-502

PC PILE CAP /M5 S-601

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-101

F O

U N

D A

T

IO

N P

L A

N

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -1

1 : 100

FOUNDATION PLAN

D2

GENERAL SHEET NOTES:

PLAN NORTH

0 2000

SCALE: 1: 100

M A

S

C R

IP

T

IO

N

D A

T

B C D E F G H

H

1 1

5 5

G3

G2

G2

2.7

H 350 x 252 x 11 x 19

H 350 x 252 x 11 x 19

BRIDGE CRANE END

STOP, TYP

3 METRIC TON

BRIDGE CRANE

WITH (1) 3

TONNE HOIST

OPEN

S1 S1

S

B

T

S L

A B

E L

T

S L

A B

E L

T

S L

A B

E L

T

S L

A B

E L

H 350 x 252 x 11 x 19H 350 x 252 x 11 x 19

H 350 x 252 x 11 x 19H 350 x 252 x 11 x 19

B.6

B.6

C.2 E.5

3.4

2.4

3.8

ROOF HATCH

ROOF

HATCH

A11

S-504

1.2

F17

S-505

F.3

3.6

M16

S-504

L17

S-505

T/ SLAB

EL = 5000

T/ SLAB

EL = 4820

SIM

S3

B

B

B

B

B

B

S

F5

S-505

H11

S-504

TYP

B1

B1

B2

B2

B2

B1

B

B

1690 1140 1140

B

B

B2

B2

B2

B2

B2

M11

S-504

TYP

G2

T/ PARAPET

EL = 8000

T/ PARAPET

EL = 6200

T/ PARAPET

EL = 8000 T/ PARAPET

EL = 7000

4600 5300 3550 2200 6000 8350 4450 5100 5340 4410

80209900

B

B

B

B

B

B

B

B

B

B

960 B5 8 SPA @ 1600

B8 B8 B8 B8

B1B1

B7

B4

B4B4

B7

B6 B7

G5 G5 G5

B4

B4

B4

B4

B4

B4

B4

B4 B1

B1

B1

B1 B1

B1

B1

B1

B4

1100 740

1650B5 6 SPA @ 1600

B

B

B

B

B

B

B

1. FLOOR ELEVATION = 5 000 MM U.N.O.

2. LOW ROOF SLAB ELEVATION VARIES, SEE

PLAN.

3. REFER TO ARCHITECTURE FOR

DELINEATION OF FLOOR LIVE LOADING

EXTENTS.

4. T/ CONC SECOND FLOOR EL = 5000

5. INDICATES LIMITS OF SECOND

FLOOR

LEGEND

MARK DESCRIPTION REFERENCE SHEETS

C CONCRETE COLUMN

B CONCRETE BEAM

FOUNDATION GIRDERFG

S STRUCTURAL SLAB

W WALL

G CONCRETE GIRDER

/G1 S-604

/N7 S-603

/F12 S-602

/M1 S-604

/M7 S-602

/F1 S-602

TB TIE BEAM /E16 S-502

PC PILE CAP /M5 S-601

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-102

S E

C O

N D

F L O

O R

A N

D L

O W

R O

O F

F R

A M

IN

G

P L A

N

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -1

1 : 100

SECOND FLOOR AND LOW ROOF FRAMING PLAN

D2

GENERAL SHEET NOTES:

PLAN NORTH

0 2000

SCALE: 1: 100

M A

S

C R

IP

T

IO

N

D A

T

C D E F G H

H

1 1

5 5

B

2.7

S1

B.6

T/ SLAB

EL = 10180

T/ SLAB

EL = 10000

T/ SLAB

EL = 10500

T/ SLAB

EL = 10640

T/ SLAB

EL = 11400

S1

B4 G1

B

B

F.3

3.6

B

1670 B6 14 SPA @ 1600

B1 4 SPA @ 1600

S

HOIST BEAM

B5 14 SPA @ 1600

B4 14 SPA @ 1600

B

S1

F12

S-505

L17

S-505

L12

S-505

L12

S-505

F17

S-505

T/ PARAPET

EL = 12800

T/ PARAPET

EL = 12000

T/ PARAPET

EL = 11200

T/ PARAPET

EL = 12800

T/ PARAPET

EL = 12000

T/ PARAPET

EL = 11200

T/ PARAPET

EL = 12000

T/ PARAPET

EL = 11200

T/ PARAPET

EL = 12800

T/ PARAPET

EL = 12000

T/ PARAPET

EL = 11200

T/ PARAPET

EL = 11200

T/ PARAPET

EL = 12000

3550 8200 8350 9550 5340 4410

G3 G3 G3

G1 G1 G1

G1 G1 G1

G4G4G4

B

1. ROOF SLAB ELEVATIONS VARY, REF TO

ARCH.

LEGEND

MARK DESCRIPTION REFERENCE SHEETS

C CONCRETE COLUMN

B CONCRETE BEAM

FOUNDATION GIRDERFG

S STRUCTURAL SLAB

W WALL

G CONCRETE GIRDER

/G1 S-604

/N7 S-603

/F12 S-602

/M1 S-604

/M7 S-602

/F1 S-602

TB TIE BEAM /E16 S-502

PC PILE CAP /M5 S-601

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-103

R O

O F

F R

A M

IN

G

P L A

N

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -1

1 : 100

ROOF FRAMING PLAN

D5

GENERAL SHEET NOTES:

PLAN NORTH

0 2000

SCALE: 1: 100

M A

S

C R

IP

T

IO

N

D A

T

B15 S-201

B9 S-201

J15 S-201

J9 S-201

B9 S-201

FIRST FLOOR

SECOND FLOOR

ROOF PARAPET

SEE WALL ELEVATION

FOR REINF. SIZE & SPACING

(1) D19 EF, CONT.

(1) D19 EF, CONT.

(1

D

E

F

(1

D

E

F

DWLS. TO MATCH

MECH. OPENINGS LESS

THAN 750x750 UNO

ROOF

SEE

FOR TYP. DETAILS

@ WALL ENDS &

INTERSECTIONS

DOOR OPENING

DOOR OPENING

WINDOW OPENING

OR MECH. OPENING

GREATER THAN 750x750

CLOSELY SPACED OPENINGS

(T Y

P

(TYP.)

800 (1) D16x880 EF

(TYP.)

(1) D19 EF

(TYP.)

(1) D19 EF

NOTES:

1. PROVIDE STANDARD HOOK WHERE BARS CANNOT EXTEND BEYOND

OPENING AS SHOWN.

2. SEE WALL ELEVATIONS FOR HORIZONTAL & VERTICAL WALL REINFORCEMENT.

3. PROVIDE STANDARD HOOKS AT VERTICAL BARS TERMINATING AT OPENINGS.

(1) D19 EF

VARIES

V A

R

IE

S

DWLS. TO MATCH

JAMB BARS INTO

BEAM OR WALL

BELOW (TYP.)

U-BARS TO MATCH

HORIZ WALL REINF.

SEE (TYP.) /M12 S-501

(1) D16x880 EF

DIAGONAL (TYP.)

(1) D16 EF

(TYP.)

(1) D19 EF

U-BARS TO MATCH

HORIZ WALL REINF.

SEE (TYP.)

NOTES:

1. PROVIDE STANDARD HOOK WHERE BARS CANNOT EXTEND

BEYOND OPENING AS SHOWN.

2. SEE WALL ELEVATIONS FOR HORIZONTAL & VERTICAL WALL REINFORCEMENT.

3. PROVIDE STANDARD HOOKS AT VERTICAL BARS TERMINATING AT OPENINGS.

4. IF "X" IS LESS THAN 100 COMBINE OPENINGS INTO SINGLE OPENING.

(1) D19 EF

(1) D19 EF

(1) D19 EF

VARIES

"X" VARIES

IF "X" < 750 PROVIDE

HOOPS TO MATCH

SIZE & SPACING OF

HORIZ WALL REINF.

V A

R

IE

S V

A R

IE

S

U-BARS TO MATCH

HORIZ WALL REINF.

SEE (TYP.) /M12 S-501

/M12 S-501

T Y

P

(T Y

P

(TYP.)

800 (1) D16x1250 EF

(TYP.)

(1) D19 EF

(TYP.)

(1) D19 EF

H K

(T

Y P

O

R S

T D

DWLS. TO MATCH

JAMB BARS INTO

BEAM, WALL OR

FOOTING BELOW (TYP.)

NOTES:

1. PROVIDE STANDARD HOOK WHERE BARS CANNOT EXTEND

BEYOND OPENING AS SHOWN.

2. SEE WALL ELEVATIONS FOR HORIZONTAL & VERTICAL WALL REINFORCEMENT.

3. PROVIDE STANDARD HOOKS AT VERTICAL BARS TERMINATING AT OPENINGS.

VARIES

V A

R

IE

S

U-BARS TO MATCH

HORIZ WALL REINF.

SEE (TYP.) /M12 S-501

(1) D16x880 E.F.

(TYP.)

(1) D16 E.F.

(TYP.)

(1) D19 E.F.

U-BARS TO MATCH

HORIZ. WALL REINF.

SEE (TYP.)

≤ 750

(TYP.)

(T Y

P

(1) D19 E.F.

NOTES:

1. PROVIDE STANDARD HOOK WHERE BARS

CANNOT EXTEND BEYOND OPENING AS SHOWN.

2. SEE WALL ELEVATIONS FOR HORIZONTAL &

VERTICAL WALL REINFORCEMENT.

3. REINFORCING FOR CIRCULAR OPENINGS SIMILAR.

4. POSSIBLE MULTIPLE PENETRATION CONDITION SHOWN DASHED.

5. SPREAD INTERRUPTED REINF EQUALLY EACH SIDE OF OPENING.

DO NOT CUT OR BEND BARS. ADD EXTRA BARS TO MAKE EQUAL

EACH SIDE OF OPENING IF REQUIRED. SPACE BARS 75 O.C. TYP.

6. ADDITIONAL REINF OF SAME SIZE AND SPACING AS INTERRUPTED

REINF. EXTEND ADDITIONAL REINF TO TOP AND BOTTOM.

7. OPENING REINFORCING AS SHOWN NOT REQUIRED FOR OPENING

LESS THAN 200x200.ADJUST TYPICAL WALL REINFORCING TO EXTEND

AROUND SUCH OPENINGS.

SEE NOTE 5

SEE NOTE 5 & 6SEE NOTE 5 & 6

SEE NOTE 5

/M12 S-501

NOTES:

1. NOTES PER DETAIL A8/S3-201 APPLY WHERE APPLICABLE.

EF HORIZ REINF. SEE ELEVATION

FOR NUMBER AND SIZE; PROVIDE

LAP SPLICE LENGTH BEYOND

OPENINGS EACH EDGE

SETS OF CLOSED TIES AND CROSS

TIES AT 100 MM OC UNO; EXTEND 800

MM ABOVE AND BELOW OPENING

EDGES, UNO OMIT U-SHAPED BARS

WHERE TIES OCCUR.

EF VERT REINF. SEE ELEVATIONS

FOR NUMBER AND SIZE; PROVIDE

EQUALLY SPACED BARS BETWEEN

OPENING OR SEE ELEVATIONS FOR

LENGTH. EXTEND BARS FULL HEIGHT

BETWEEN FLOORS, LAP SPLICE WITH

BARS ABOVE AND BELOW FLOOR

LINES

WALL PIER

WIDTH OF

BOUNDARY ELEMENT

LENGTH TYP. EACH

END; SEE ELEVATION

FOR LENGTH

EF HORIZ REINF. @ 100

MM OC FULL HEIGHT OF

BOUNDARY ELEMENT

HEIGHT

SETS OF CLOSED TIES AND

CROSS TIES AT 100 MM OC;

WHERE BOUNDARY ELEMENT IS

SHOWN AS FULL LENGTH OF PIER

PROVIDE SINGLE CLOSED TIES

FULL WIDTH AND CROSS TIES AT

EACH PAIR OF VERT BARS

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TYPICAL CONCRETE WALL OPENING

REINFORCING (U.N.O.)

B1 1 : 50

CONCRETE WALL REINFORCING @ WINDOWS

OR MECHANICAL OPENINGS > 750x750

B15

1 : 50

CONCRETE WALL REINFORCING @ CLOSELY

SPACED OPENINGS

J15

1 : 50

CONCRETE WALL OPENING REINFORCING

B9

1 : 50

CONCRETE WALL REINFORCING @

MECHANCIAL OPENINGS ≤ 750x750

J91 : 50

CONCRETE WALL REINFORCING @ WALL PIERS

WITH BOUNDARY ELEMENTS

J1

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FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

ACDEFH

D13@250 VERT. EF

D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

A C D E F H

D13@250 VERT. EF

D13 @200 HORIZ. EF D13@250 VERT. EF

D13 @200 HORIZ. EF

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CONCRETE WALL ELEVATION LINE 2 (LOOKING EAST)

A1

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SCALE: 1: 100

1 : 100

CONCRETE WALL ELEVATION LINE 1 (LOOKING WEST)

H1

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SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

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D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

4 2.7

D13@250 VERT. EF

D13 @200 HORIZ. EF

3.6

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

FG

D13@250 VERT. EF

D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

C B.6

D13@250 VERT. EF

D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

1 4 52.7

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D13 @200 HORIZ. EF

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CONCRETE WALL ELEVATION ALONG LINE F (LOOKING SOUTH)

A111 : 100

CONCRETE WALL ELEVATION ALONG LINE G (LOOKING SOUTH)

A1

1 : 100

CONCRETE WALL ELEVATION ALONG LINE 2.7

(LOOKING EAST)

J1 1 : 100

CONCRETE WALL ELEVATION ALONG LINE 3

(LOOKING EAST)

J6

0 2000

SCALE: 1: 100

1 : 100

CONCRETE WALL ELEVATION ALONG GRID H (LOOKING NORTH)

J11

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SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

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D13@250 VERT. EF

D13 @200 HORIZ. EF

D13@250 VERT. EF

D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

ABCDEFGH B.6C.2E.5F.3

D13@250 VERT. EF

D13 @200 HORIZ. EF

F

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CONCRETE WALL ELEVATION ALONG LINE 4 (LOOKING WEST)

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SCALE: 1: 100

1 : 100

CONCRETE WALL ELEVATION ALONG LINE 5 (LOOKING EAST)

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PLAN

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D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

2 3 5

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D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

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D13 @200 HORIZ. EF

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

ROOF FRAMING

PLAN

10000

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CONCRETE WALL ELVATION ALONG LINE B (LOOKING NORTH)

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CONCRETE WALL ALONG LINE B.6 (LOOKING NORTH)

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SCALE: 1: 100

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CONCRETE WALL ALONG LINE A (LOOKING SOUTH)

J1

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C1 S-401

C6 S-401

C12 S-401

3.6

D10 NOSING

BAR, TYP.

D10 @ 250, TYP.

SLAB, SEE

PLAN

BEAM,

SEE PLAN

D19 @ 300

D13 @ 300200

SLAB, SEE PLAN

BEAM,

SEE PLAN

D10 NOSING

BAR, TYP.

D10 @ 250, TYP.

D19 @ 300

D13 @ 300

TENSION LAP

D10 NOSING

BAR, TYP.

D10 @ 250, TYP.

SLAB, SEE PLAN

BEAM,

SEE PLAN

D19 @ 300

D13 @ 300

D19 @ 300

D10 NOSING

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Q

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11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-401

E N

L A

R G

E D

S T

A

IR

P L A

N S

S

E C

T

IO

N S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -4

1 : 50

SOUTH STAIR FIRST FLOOR PLAN

G1 1 : 50

SOUTH STAIR SECOND FLOOR PLAN

G8 1 : 50

SECTION

G15

0 1000

SCALE: 1: 50

2000500

1 : 20

SECTION

C1 1 : 20

SECTION

C6 1 : 20

SECTION

C12 1 : 20

SECTION

C17

0 400

SCALE: 1: 20

800200

M A

S

C R

IP

T

IO

N

D A

T

F G H

J2

S-402

F.3

F G

F G H

B

J2

S-402

F.3

B

B

FOUNDATION PLAN

SECOND FLOOR

FRAMING PLAN

GH

C17 S-401

C1 S-401

C6 S-401

C12 S-401

F.3

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-402

E N

L A

R G

E D

S T

A

IR

P L A

N S

S

E C

T

IO

N S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -4

1 : 50

NORTH STAIR FIRST FLOOR PLAN

A2 1 : 50

NORTH STAIR SECOND FLOOR PLAN

A13

1 : 50

SECTION

J2

0 1000

SCALE: 1: 50

2000500

M A

S

C R

IP

T

IO

N

D A

T

G

3.8

H1

S-403

F.3

3.6

CONC. SLAB ON GRADE

SEE PLAN

DWLS TO MATCH SLAB

REINF. SIZE & SPACING

CONC. SLAB ON GRADE

SEE PLAN

SUMP PIT

SILL ANGLE BY ELEVATOR MFR

D13 @ 250 EF

D13 @ 200 EF

D13 @ 250 EF

D13 @ 200 EF

D16 @ 300 T&B

D16 @ 300 T&B

D16@300

FIRST FLOOR

200 500

300 SEE PLAN 300

D16@300

EA. WAY, TYP.

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-403

E N

L A

R G

E D

E L E

V A

T O

R

D E

T A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -4

1 : 50

ELEVATOR FIRST FLOOR PLAN

A5

0 1000

SCALE: 1: 50

2000500

1 : 20

SECTION

H1

M A

S

C R

IP

T

IO

N

D A

T

40MM DEEP

SAWCUT JOINT

FILL w/ SEALANT

SLAB REINF.

SEE PLAN

NOTES

C

L R

3 CJ

0.38 mm VAPOR BARRIER, TYP.

300 COMPACTED FREE

DRAINAGE GRANULAR

BASE

SLAB REINF. CONT.

THRU JOINT

SEE PLAN NOTES

40MM DEEP

GROOVE FILL

w/ SEALANT5

C

L R

3 CJ

0.38 mm VAPOR BARRIER, TYP.

300 COMPACTED FREE

DRAINAGE GRANULAR

BASE

INTERIOR EXTERIOR CORNEREXTERIOR

ADD'L DIAG REINF

BAR SIZE TO MATCH

SLAB REINF CENTER

IN SLAB - TYP

CJ

CJ

ADD'L DIAG REINF

BAR SIZE TO MATCH

SLAB REINF. CENTER

IN SLAB - TYP

TYP

10mm

EXPANSION

JOINT, TYP.

CJ

50 RIGID INSULATION

TYP. @ EXTERIOR

WALLS, SEE ARCH.

50 RIGID INSULATION

TYP. @ EXTERIOR

WALLS, SEE ARCH.

S E

E P

L A

N

T

(2) D16 CONT.

SLAB REINF,

SEE PLAN FLR. EL., SEE PLAN

600 MIN.

2 "A"

"A"

FLOOR BLOCK-OUT

SEE MECH. & ELECT.

DWGS FOR SIZE & LOCATIONS

M

IN

MATCH SLAB REINF.

STD HOOK @

INTERRUPTED

BARS, TYP.

SUBMIT LOCATION TO ARCH/ENG.

PRIOR TO CONSTRUCTION

WALL, SEE PLAN

ADD VERT. BAR EA. SIDE

OF JOINT TO MATCH WALL

REINF., E.F.

CJ

LAP SPLICE OF HORIZ. BARS

VA

R

IE

S

MATCH

HORIZ.

REINF.

TYP. WALL REINF.

SEE WALL

ELEVATIONS

NOTE:

OMIT CORNER REINF. WHERE CONCRETE PILASTER OCCURS @

CORNER

MATCH HORIZ.

REINF.

SEE SCHEDULE

LAP SPLICE SPACING SPACING

JAMB REINF.

SEE WALL

ELEVATION

(2) D16 UNO

VERT. WALL REINF. SEE WALL ELEVATION

FACE OF

WINDOW/DOOR

OPNG.

MATCH HORIZ.

REINF

SEE SCHEDULE

LAP SPLICE

S E

E S

C H

E D

U L E

L A

P S

P L

IC

E

WALL END BARS,

SEE ELEVATION

(2) D16 UNO

WALL END BARS,

SEE ELEVATION

(2) D16 UNO VARIES

WALL END BARS,

SEE ELEVATION

(2) D16 UNO

SEE SCHED.

LAP SPLICE

CONC.

PILASTER/COL.

TERMINATE HORIZ.

BARS w/ STD. HK.

INTO PILASTER/

COL. CORE

TYP. WALL REINF.

SEE WALL

ELEVATION

ADDED WALL BARS,

(2) D16 UNO

TYP. WALL REINF.

SEE WALL ELEVATIONS

55 MM DEEP

SAWCUT JOINT

FILL w/ SEALANT

SLAB REINF.

SEE PLAN

NOTES

C

L R

3 CJ

0.38 mm VAPOR BARRIER, TYP.

300 COMPACTED FREE

DRAINAGE GRANULAR

BASE

10 WIDE x 40 MM DEEP

GROOVE FILL W/ SEALANT

& 13 Ø BACKER MATERIAL

DO NOT RUN SLAB

REINF. THRU JOINT

C

L R

0.38 mm VAPOR BARRIER, TYP.

300 COMPACTED FREE

DRAINAGE GRANULAR BASE

150 150 25 Ø x 300 SMOOTH DOWEL

@ 400 O.C., GREASE ONE END

75 MAX.75 MAX.

T = AS REQ'D BY EQUIPMENT MFR., 100 MIN.

FLOOR SLAB REINF.

SEE PLAN

T

D10 HOOKED ADHESIVE DWL.

@ 600 OC INTO SLAB

EMBED. 100 mm

(TYP. @ PERIMETER)

D10@350 EA. WAY

/2

T

T

EDGE OF UNIT

ALL AROUND

100 MIN.

FOUNDATION GIRDER

SEE PLAN FOR SIZE

REINF PER SCHEDULE

D

L

TYP.

D /4

M

IN

D

/3 M

IN

NOTES:

1. PROVIDE ADD'L STIRRUPS AS REQ'D AT EA. SIDE OF SLEEVE

2. NOTIFY STRUCTURAL ENGINEER OF SLEEVE LOCATIONS

& SIZE NOT SHOWN ON PLAN

D16 IN PAIRS

(8) PER PIPE SLEEVE

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-501

T Y

P

IC

A L D

E T

A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -5

NTS

150 THICK SLAB ON GRADE CONTRACTION

JOINT DETAIL

P1

NTS

150 THICK SLAB ON GRADE CONTRACTION

JOINT DETAIL

K1

NTS

TYPICAL SLAB ON GRADE AT CONCRETE COLUMN DETAIL

H13

NTS

TYPICAL INTERIOR THICKENED SLAB

ON GRADE @ BLOCK-OUTS

E1 NTS

TYPICAL WALL CONSTRUCTION JOINT DETAIL

E7

NTS

TYPICAL WALL REINFORCING DETAILS

M12

NTS

220 THICK SLAB ON GRADE CONTRACTION

JOINT DETAIL

P7

NTS

220 THICK SLAB ON GRADE CONSTRUCTION

JOINT DETAIL

K7

NTS

TYPICAL HOUSEKEEPING PAD DETAIL

H7

NTS

TYPICAL HORZONTAL PIPE SLEEVE THROUGH

FOUNDATION GIRDER OR TIE BEAM

A1

M A

S

C R

IP

T

IO

N

D A

T

SEE PLAN

T/SLAB

TYP

CUT BOTTOM OF

PIPE TO MATCH

FLOOR SLOPE

WHERE REQ'D

PLAN

BASE PLATE

19x350 DIA.

4-M20 EXPANSION

ANCHORS W/ 110

MIN. EMBED

CL.

NOTE:

REFER TO ARCH

FOR LOCATION

BAL. @ 225

CL. PILE CAP

EA. END

(1) @ 100

SEE SCHEDULE

LAP SPLICE450

PILE CAP OR FOOTINGS

X, SEE NOTE 1

NOTE: 1.) PROVIDE ACI STANDARD HOOK IF X<1400.

CL. PILE CAP

SEE SCHEDULE

LAP SPLICE

SEE SCHEDULE

LAP SPLICE

BAL. @ 225

EA. END

(1) @ 100

BAL. @ 225

EA. END

(1) @ 100

PILE CAP OR FOOTING

U .N

.O

(6) D25 CONT

D13 TIES @

EQ EQ

ALIGN T/TB WITH T/PC

UNO - SEE PLAN

CL. TIE BEAM

TYP

50 CLR

FLOOR SLAB SEE PLAN

DWLS TO MATCH

VERT WALL REINF. TYP.

SEE WALL ELEVATIONS

FOR REINF.

CONC. SLAB ON GRADE

SEE PLAN

JOINT WIDTH 12

FIRST FLOOR

FOUNDATION GIRDER SEE

PLAN AND SCHEDULE

S E

E S

C H

E D

D E

V E

L O

P M

E N

T L E

N G

T H

S E

E P

L A

N

EQ EQ

CL OF WALL AND

FOUNDATION GIRDER

D16 @ 225

M

IN

PLAN

SEE 250

PRE-FABRICATED

TRENCH DRAIN w/ RATED

COVER FOR 67 KN (15 KIP)

AXLE FORKLIFT, SEE

PLUMBING DWGS

DWLS TO MATCH

SLAB REINF. SIZE &

SPACING

EXTERIOR SLAB

OR PAVEMENT

(TYPE VARIES),

SEE CIVIL SITE

CONC. SLAB ON GRADE

SEE PLAN

REINF. TO MATCH SLAB

REINF. SIZE & SPACING

TYP.

65 CLR.

L

O W

P T

C

L R

INTERIOR FACE OF

CONCRETE WALL

FOUNDATION GIRDER SEE

PLAN AND SCHEDULES

E E

S C

H E

D

D E

V E

L O

P M

E N

T L E

N G

T H

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-502

T Y

P

IC

A L D

E T

A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -5

1 : 20

TYPICAL INTERIOR BOLLARD DETAIL

L11

0 400

SCALE: 1: 20

800200

NTS

TYPICAL TIE BEAM CONNECTION

TO FOUNDATION

N16

NTS

TYPICAL CONTINUOUS TIE BEAM

CONNECTION TO FOUNDATION

K16

1 : 20

TYPICAL TIE BEAM DETAIL

E16

1 : 20

SECTION

L6

1 : 20

TYPICAL TRENCH DRAIN @ OH DOORS

E8

M A

S

C R

IP

T

IO

N

D A

T

400 300 400

CONCRETE PAVEMENT

SEE CIVIL

FINISH

GRADE

D16@300 OC

D16 @ 200 OC

DOWEL TO MATCH

VERTICAL BAR

TYP

150 2600 2600 2600 150

150 2750 2750 150 2000 300

EQUIPMENT

PAD SEE

DETAIL

E17

S-503

15550

PAVEMENT

SEE CIVIL

EXPANSION JOINT

BETWEEN WALL

FACE AND CONC

TYP

150 2860 2850 2850 150

150 2849 2850 2700 7000

750 5500 750

EQUIPMENT PAD

SEE DETAIL

TYP

TYP

E17

S-503

E11

S-503

400 300 400

GRAVEL

SEE CIVIL

FINISH

GRADE

D16@300 OC

(2) D13 EF CONT

D16 @ 300 TOP

(5) D16 T&B - CONT

D19 @ 200 BOT

150150

150 MASONRY WALL

SEE ARCH

D10 @ 250

(8) D16 CONT

ALL AROUND

200 MIN

C L R

EDGE OF UNIT CONCRETE PAD

ON GRADE

D16 @ 300 E.W.

MUD SLAB

300 THICK

COMPACTED

GRANULAR FILL

(2) ADDITIONAL D13

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-503

F O

U N

D A

T

IO

N D

E T

A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -5

1 : 20

CONCRETE WALL/DUMPSTER PARTITION

E11

1 : 50

TRANSFORMER ENCLOSURE

L4

0 1000

SCALE: 1: 50

2000500

0 400

SCALE: 1: 20

800200

1 : 50

CHILLER/TRASH ENCLOSURE

L11

1 : 20

UTILITY SCREEN WALL SECTION

E17NTS

TYPICAL EXTERIOR EQUIPMENT PAD DETAIL

M A

S

C R

IP

T

IO

N

D A

T

CL COL CL BM

BEAM,

SEE PLAN

SHIM PLATE 7 MIN x 205 x 310

W/ (4) 20Ø THREADED RODS

FOR BEAM ATTACHMENT

BENT EMBED PLATE

13x130x280x410 W/ (3) 20Ø x 130 EMBED HEADED

STUDS

(2) D13 STIRRUP SUPPORT

BARS

(4) D13 WELDED

TO BENT EMBED

PLATE

(4) D13 @

150 OC

COL,

SEE PLAN

NOTE: COL REINF NOT

SHOWN FOR CLARITY.

ASCE 30 CRANE

RAIL WITH CLAMPS

5 50-150

5 50-150

50 EA END

T/ STEEL EL = 9 350

M

IN

DOWELS TO

MATCH VERT.

WALL REINF.

CONC. SLAB

SEE PLAN, TYP.

T/SLAB

SEE PLAN

GIRDER,

SEE PLAN

D13 @ 300

SLOPE

PER PLAN

CONC. WALL

SEE ELEV'S FOR

WALL REINF.

CONC. SLAB

SEE PLAN, TYP.

SECOND FLOOR

5 000 CJ

D16 @ 300

BEAM, SEE PLAN

& SCHEDULE

FOR REINF.

SECOND FLOOR

D16 @ 300

5 000

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

BEAM, SEE PLAN

MATCH DEPTH

OF ADJACENT

BEAM

100100

BEAM, SEE

PLAN

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-504

F R

A M

IN

G

D E

T A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -5

0 400

SCALE: 1: 20

800200 1 : 20

CRANE CORBEL DETAIL

A11

1 : 20

SECTION

M161 : 20

SECTION

M11

1 : 20

SECTION

H11

M A

S

C R

IP

T

IO

N

D A

T

T/SLAB: EL. VARIES

D16 @ 300

T/ PARAPET

SEE PLAN

SEE PLAN CJ

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

EXTEND WALL REINF.

INTO PARAPET

BEAM

100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

5%

T/SLAB: EL. SEE PLAN

D16 @ 300

T/ PARAPET

SEE PLAN

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

CJ

EXTEND WALL REINF.

INTO PARAPET

BEAM, SEE PLAN

5%

100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

T/SLAB: EL. SEE PLAN

D16 @ 300

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

CJ

EXTEND WALL

REINF. INTO

PARAPET

BEAM, SEE PLAN

100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

T/SLAB: EL. VARIES

D16 @ 300

T/ PARAPET

SEE PLAN

SEE PLAN CJ

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

BEAM, SEE PLAN

MATCH DEPTH

BEAM

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

5% 100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

T/SLAB: EL. VARIES

D16 @ 300

SEE PLAN CJ

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

BEAM

100100

BEAM, SEE

PLAN

100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

T/SLAB: EL. SEE PLAN

D16 @ 300T/ PARAPET

SEE PLAN

300 CONC. WALL

SEE ELEV'S FOR

WALL REINF.

CJ

BEAM, SEE PLAN

5%

100 NORMAL WEIGHT

CONC. TOPPING SLAB

OVER RIGID INSULATION.

SEE ARCH. DWGS FOR

ADDITIONAL INFO

F

O U

N T

A

IN

S P

A R

K W

A Y

S U

IT

E

F A

IR

V

IE

W

H E

IG

H

T S

I

L

-2

.6

.7

W O

O L

P E

R T

In c

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

IS

O

A

A

D R

A W

IN

G

C O

D E

B

C

D

E

F

G

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

H

J

K

L

M

N

P

Q

R

11 12 13 14 15 16 17 18 19 20 21

Q K

K A

M

M A

IN

R

ID

G

E

L

B A

R R

R

K N

O L

L E

T

H O

R S

T M

A N

D

E S

IG

N

S U

B M

IT

T

A L

S-505

F R

A M

IN

G

D E

T A

IL

S

C O

M F

L E

A C

T O

K

IN

A W

A J

A K

A D

E N

A A

F B

O

K

IN

A W

A J A

P A

N

P A

IR

C

R A

F T

I N

T E

R M

E D

IA

T

E M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y

W H

V D

J A

P A

N D

IS

T

R

IC

T U n it

A P

O A

P

-5

JU

L

Y

W

H V

D

S -5

1 : 20

SECTION

L12 1 : 20

SECTION

L17

1 : 20

SECTION

F17

0 400

SCALE: 1: 20

800200

1 : 20

SECTION

F12

1 : 20

SECTION

F5

1 : 20

SECTION

A12

M A

S

C R

IP

T

IO

N

D A

T

400…