W912HV-19-B-0001-Am0002_Revised_Drawings.pdf

PDF 4 MB Posted Jan 6, 2019

Attached to: FY18 PN87208 Medical Clinic Addition/Alteration, Building 704, Camp Zama, Japan
Solicitation number: W912HV-19-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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W912HV-19-B-0001-Am0002 Revised Drawings

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File	Type	Posted
Abstract_of_Bids_OF_1419_W912HV-19-B-0001.pdf	PDF	Jan 31, 2019
W912HV-19-B-0001-Am0002.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0002_Revised_Specifications.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0001.pdf	PDF	Nov 14, 2018
W912HV-19-B-0001-Am0001_Revised_Drawings.pdf	PDF	Nov 14, 2018
W912HV-19-B-0001_Drawings.pdf	PDF	Oct 12, 2018
Base_Access_Request_W912HV-19-B-0001.xls	XLS spreadsheet	Oct 12, 2018
W912HV-19-B-0001_Solicitation.pdf	PDF	Oct 12, 2018
W912HV-19-B-0001_Specifications.pdf	PDF	Oct 12, 2018
Draft_W912HV-19-B-0001_Drawings_Draft.pdf	PDF	Sep 20, 2018
Draft_W912HV-19-B-0001_Specifications_Draft.pdf	PDF	Sep 20, 2018

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(Am-002)

EXIST. CHERRY TREE TO BE CUT AND REMOVED

CHERRY TREE - 2 EACHCHERRY TREE - 1 EACH

REMOVE EXIST. BENCHES AND SALVAGE

BENCHES EACH: 3

EXIST. CHERRY TREE TO BE CUT AND SALVAGED

REMOVE EXIST. DRAIN INLET AND PORTION OF

400 MM STORM DRAIN PIPING

DRAIN INLET AND PIPING AREA: XX L. M.

REMOVE EXISTING CONCRETE WALKWAY

& SALVAGE EXIST. THREE (3) BENCHES

REMOVE EXISTING PORTION

OF 400 MM DRAINAGE PIPE

& DRAIN INLET

1. EXISTING SUPPORTING STRUCTURES AND ALL ASSOCIATED

UTILITY LINES SHALL BE DEMOLISHED/REMOVED DURING

DEMOLITION OPERATIONS. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER ON

SCHEDULING.

2. THE CONTRACTOR SHALL DEMOLISH ALL SITE ITEMS AS

NECESSARY, INCLUDING BUT NOT LIMITED TO THOSE

SHOWN ON THIS PLAN, FOR THE COMPLETION OF THE

PREVENTIVE MEDICINE ADDITION.

3. CHERRY TREE - THE CONTRACTOR SHALL SALVAGE AND

PROCESS REMOVED CHERRY TREES AS FOLLOWS:

SALVAGE ALL TREE TRUNKS AND BRANCHES 300

MILLIMETERS DIAMETER OR LARGER. SAW INTO LARGEST

PRACTICAL SECTIONS NO LONGER THAN 2.5 METERS LONG.

RETAIN BARK ON SECTIONS. BUNDLE AND DELIVER ON

STANDARD WOOD PALLETS TO THE OPEN STORAGE

FACILITY (S-1047) ON CAMP ZAMA BASE AS DIRECTED BY

THE COR.

4. THE CONTRACTOR SHALL TURN OVER ALL SALVAGED

BENCHES (3) TO THE DPW STORAGE AREA (BUILDING 686)

ON CAMP ZAMA BASE AS DIRECTED BY THE COR.

5. THE CONTRACTOR SHALL COORDINATE WITH MEDDAC-J

FOR CLOSURE OF MEDICAL AND DENTAL CLINIC

ENTRANCES.

GENERAL NOTES:

C-101

EXISTING BLDG 704 SITE DEMOLITION PLAN

SCALE: 1:200

REMOVE EXISTING

RAMP

EXISTING BUILDING

LEGEND:

EXISTING STRUCTURE TO BE

REMOVED

EXISTING UTILITIES TO BE

REMOVED

CUT AND REMOVE EXIST.

CHERRY TREE - 2

(SEE NOTE 3)

PROJECT LIMITS

EXISTING BLDG 704

EXIST.

BLDG

EXISTING T-704-3

(BICYCLE SHED)

TO REMAIN

REMOVE EXISTING

PORTION OF

CONCRETE WALKWAY

SCALE: 1:200

GRAPHIC SCALE

W G

T R

U E

O R

T H

EXISTING CONC. WALKWAY 65 S.M.±

REMOVE ABANDONED

FIRE SERVICE LINE

C-101

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SHEET ID

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US Army Corps of Engineers

E N

G I N

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CUT AND SALVAGE EXIST. CHERRY TREE - 1

(SEE NOTE 3)

CUT AND SALVAGE

EXIST. CHERRY TREE -

3 (SEE NOTE 3)

R E

V I S

R A

W I N

H O

T O

REMOVED AND

REPLACE EXIST.

COMMANDER'S

SIGN

REMOVE AND REPLACE EXIST.

COMMANDER'S SIGN

CHERRY TREE - 3 EACH

EXIST. CHERRY TO BE CUT AND SALVAGED

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C-111

SITE & LANDSCAPING PLAN

SCALE: 1:100

EXISTING BLDG 704

CLINICAL ADDITION

BLDG 704

QUANTITY COMMON NAME

MAME SAKURA

P L A N T & M A T E R I A L L I S T

BOTANICAL NAME REMARKS

PRUNUS PENDULA

EA.2

KOURAISHIBA (KOREAN TURF)

ZOYSIA TENUIFOLIA

SM127

1.8M (3 FT.) HEIGHT, 35-50 MM CIRCUMFERENCE,

900MM (3 FT.) WIDE

CHERRY TREE

( MAME SAKURA)

LAWN

SCALE: 1:100

GRAPHIC SCALE

LAWN

T R

T H

GRASS LAWN

C-504

CCSDII FROM CONTROLLED ROAD /

PARKING AREA TO FACILITY &

UNOBSTRUCTED SPACE

(REFER TO SHEET G-101 FOR LIMITS)

NOTES:

1. SEE ARCHITECTURAL SHEET FOR TIE-IN GRID OF THE

CLINICAL ADDITION BUILDING TO BUILDING 704 GRID.

2. CONCRETE WALKWAY SHALL BE DONE AS NOTED IN

PHASING PLANS (G-SHEETS), WHEN MAIN ENTRY TO BLDG

704 IS CLOSED AND ALTERNATE ENTRANCE IS PROVIDED TO

BLDG 704.

3. THE CONTRACTOR SHALL TRIM ROOTS AND BRANCHES OF

REMAINING EXIST. CHERRY TREE.

4. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL

EXIST. PLANTS AND TREES IN THE PROJECT AREA. HE SHALL

REPLACE IN KIND ANY DAMAGED TREES AT HIS EXPENSE.

5. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE FOR LOCATION OF

REPLACEMENT CHERRY (MAME SAKURA) TREES AS NEEDED.

PLANTING PROCEDURES SHALL ALSO CONFORM TO CAMP

ZAMA INSTALLATION DESIGN GUIDE.

6. THE CONTRACTOR SHALL PLACE CHERRY TREE CLEAR OF

ALL EXIST. UTILITY LINES AND INSTALL ROOT BARRIER

AROUND ESTIMATED MATURE TREE DRIPLINE.

7. THE CHERRY TREE TO REMAIN SHALL BE TRIMMED TO BE

CLEAR OF PREVENTIVE MEDICINE ADDITION ROOF AREA.

8. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION

(WATERING) DURING THE ESTABLISHMENT PERIOD

(WARRANTY PERIOD) OR ALL LANDSCAPING. REFER TO SPEC

SECTION 32 05 33.

9. EXISTING SITE SOIL SHALL BE SCREENED AND USED AS TOP

SOIL AT 150 MM DEPTH.

10. REFER TO "LANDSCAPE SPECIFICATIONS" PRIOR TO THE

START OF WORK. CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ALL MATERIALS, SCHEDULING,

PRODUCTS, WARRANTIES AND METHODS FOR EXECUTION

OF WORK WHICH MAY NOT BE INDICATED WITHIN THE

DRAWINGS.

BUILDING

LEGEND:

CONC. SIDEWALK /

WALKWAY

GRASS LAWN

(KOURAI-SHIBA

(KOREAN TURF))

C-111

DETAIL LOCATION FOR NEW CHERRY TREE

SCALE: 1:100

C-504

CHERRY TREE

( MAME SAKURA)

CONCRETE

WALKWAY

C-501

PERGOLA

(SEE ARCH DWGS)

M A

T C

H E

A L K

A Y

EXIST. CONCRETE

SIDEWALK TO REMAIN

GRASS LAWN

CONCRETE

WALKWAY

C-501

START CONCRETE

WALKWAY AT NEAREST

CONTRACTION OR

EXPANSION JOINT

ROOT BARRIER

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R K

US Army Corps of Engineers

E N

G I N

E E

R I N

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FINAL

O C

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ROOT BARRIER

AROUND TREE

SEE DETAIL

C-504

CONCRETE

WALKWAY

C-501

PROVIDE EXPANSION JOINTS

TO PERIMETER OF MANHOLE

C-501

R E

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EXIST. CHERRY TREE

TO REMAIN

SEE NOTE: 3

(Am-002)

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1 2 3

GENERAL NOTES

A. SEE ALSO:

1. SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS

2. SPECIAL NOTES ON DRAWINGS

B. DISCREPANCIES - CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

AND SHALL REPORT ANY DISCREPANCIES IN WRITING TO THE CONTRACTING OFFICER

BEFORE COMMENCING WORK OR ORDERING MATERIALS.

C. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF

THE LOCAL BUILDING CODE IN ADDITION TO THE CODES CITED.

D. DETAILS SHOWN ON DRAWINGS SHALL BE TYPICAL FOR ALL SIMILAR CONDITIONS.

MODIFY DETAILS FOR SPECIAL CONDITIONS AS DIRECTED BY THE CONTRACTING

OFFICER.

E. ALL DRAWINGS AND NOTES IN REFERENCE TO THE PERGOLA ARE FOR OPTION 1.

CONSTRUCTION NOTES

A. CONSTRUCTION LOADING SHALL NOT EXCEED THE DESIGN LIVE LOAD UNLESS

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

WHERE THE STRUCTURE HAS NOT ATTAINED ITS FULL DESIGN STRENGTH.

B. FORM AND SHORE REMOVAL:

FORM AND SHORE REMOVAL SHALL NOT INJURE OR OVERSTRESS COMPLETE OR

PARTIALLY COMPLETE STRUCTURAL ELEMENTS. TIMING OF FORM AND SHORE

REMOVAL SHALL BE IN ACCORDANCE WITH THE SPECIFICATION.

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

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

STRUCTURAL DRAWINGS.

EARTHWORK NOTES

A. FILL MATERIAL

SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

SAMPLES SHALL BE SUBMITTED OR SHOWN TO THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT FOR APPROVAL BEFORE DELIVERY TO THE SITE.

B. COMPACTION:

PROVIDE 150mm THICK BACKFILL AROUND WALLS, FOOTINGS AND

FOUNDATIONS. BACKFILL SHALL BE COMPACTED BY PNEUMATIC TAMPER TO 95%

COMPACTION TESTED BY ASTM D1557.

C. ALL EXCAVATIONS SHALL BE PROTECTED AND GUARDED BY THE CONTRACTOR

AGAINST DANGER TO LIFE, LIMB AND PROPERTY.

D. SHORING, SHEETING, CRIBBING AND LAGGING, AS REQUIRED TO PRESERVE THE

EXCAVATIONS, EARTH BANKS AND ADJACENT STRUCTURES AND PROPERTY

FREE FROM DAMAGE RESULTING FROM THE WORK SHALL BE PROVIDED AND

INSTALLED BY THE CONTRACTOR

CONCRETE NOTES

A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 OR JIS A 5308.

B. ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM ULTIMATE COMPRESSIVE

STRENGTHS, AS FOLLOWS:

28 DAY STRENGTH

(MPA)

1. FOUNDATION 24

2. SLAB ON GRADE 24

3. SUSPENDED SLAB/BEAMS/ COLUMN 24

4. CONCRETE WALL 24

5. MUDSLAB 18

C. ADMIXTURES: USE OF ADMIXTURE AT CONTRACTOR'S OPTION, BUT SUBJECT TO

CONTRACTING OFFICER APPROVAL.

STRUCTURAL STEEL NOTES

A. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL MEMBERS, BOLTS, ANCHOR

BOLTS, SHALL CONFORM TO JIS G 3136.

1. PLATES:

2. STEEL TUBES:

3. STEEL PIPES:

4. BOLTS:

5. ANCHOR BOLTS:

ASTM A36

ASTM A53

ASTM A500

ASTM A325

ASTM A307

JIS G3101, SS400 (235 MPA)

JIS G3466, STKR490 (325 MPA)

JIS G3444, STK400 (235 MPA)

JIS B 1186, (HOT DIPPED GALVANIZED)

JIS G1180, (HOT DIPPED GALVANIZED)

B. ALL WELDING - WHETHER SHOP OR FIELD - SHALL BE DONE BY CERTIFIED WELDERS

ONLY.

C. UNLESS SHOWN OTHERWISE ALL CONNECTIONS SHALL BE DEVELOP THE FULL

STRENGTH OF MEMBER CONNECTED FOR SHEAR AND FLEXURE.

D. PLATE INSERTS EMBEDDED IN CONCRETE SHALL HAVE THE ANCHORS (BARS OR RODS)

FULLY WELDED TO DEVELOP THE FULL STRENGTH OF THE ANCHORS.

E. UNLESS SHOWN OTHERWISE, ALL EMBEDDED ANCHOR BOLTS, PLATES, INSERTS, ETC.,

SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.

F. SHOP PRIME ALL STEEL. IF ALL STRUCTURAL STEEL SURFACES ARE ENCASED IN

CONCRETE SURFACES SHALL BE LEFT UNPAINTED.

4 5 6

REINFORCING STEEL NOTES

A. REINFORCING BARS SHALL CONFORM TO ASTM A615 OR JIS G 3112.

STRENGTH: UNLESS OTHERWISE NOTED ON PLAN, ALL REINFORCING BAR SHALL BE:

1. D10 TO D16 ASTM 615 OR JIS G 3112, SD295, GRADE 43 ....................... 295 MPA

2. D19 AND LARGER ASTM 615 OR JIS G 3112, SD345, GRADE 50 ....................... 345 MPA

B. MINIMUM CONCRETE CLEAR COVER UNLESS SPECIFIED OTHERWISE IN DRAWING:

1. FOOTINGS, POURED AGAINST FORMS AND LATER EXPOSED TO EARTH ........................ 75mm

2. SLABS .......................................................................................................................................... 20mm

3. BEAMS & COLUMNS (FROM TIES OR STIRRUPS) ................................................................. .40mm

4. WALLS ......................................................................................................................................... 20mm

DESIGN DATA

A. SUPERIMPOSED DEAD LOADS:

1. ROOF OR FLOOR, CEILING,

MECHANICAL SPRINKLER & ELECTRICAL 0.50KPA

B. IVE LOADS:

1. ROOF: (REDUCIBLE PER 1607.9 OF THE 2015 IBC)

a. FLAT ROOF/PERGOLA ROOF SLOPE 1.00 KPA

2. FLOOR LOADS:

a. OFFICE AND CLASSROOM

b. CORRIDORS

4.0 KPA

5.0 KPA

C. UNLESS GAS PRESSURE WELDING IS USED, REINFORCING BAR SPLICE LENGTH SHALL CONFORM TO c. .ERAL LOADS:

TYPICAL REINFORCING LAP SPLICE SCHEDULE UNLESS NOTED OTHERWISE.

PRECAST PILE NOTES

A. CONCRETE STRENGTHS:

PRE-STRESS SPUN HIGH STRENGTH CONCRETE PHC

PILE, TYPE A SHALL BE CONFORM TO JIS A5337.

TYPICAL PILE: 28 DAY COMPRESSIVE STRENGT' � /;\

MINIMUM STRENGTH BEFORE DRIVING= 35 MPa � ill

B. REINFORCING STEEL CONFORM TO THE FOLLOWING ASTM SPECIFICATION:

C. PRE-DRILL WITH AUGERED BORE HOLE TO APPROXIMATE DEPTH OF THE BEARING

LAYER OR AS DIRECTED BY THE CONTRACTING OFFICER. DIAMETER OF HOLE

SHALL NOT EXCEED 1.30 TIMES THE WIDTH OF THE PILE. DISCONTINUE DRILLING WHEN

APPROXIMATE DEPTH OF PILES IS REACHED: 13 METERS.

PILES ACCEPTED BY THE CONTRACTING OFFICER SHALL BE OF SOUND

CONCRETE. DAMAGED PILES SHALL BE REPLACED OR REPAIRED BY THE

CONTRACTOR AT HIS EXPENSE AS DIRECTED BY THE CONTRACTING

OFFICER.

ALL PC PILES SHALL CONFORM TO CLAUSE 3 OF THE ANNEX 5 OF THE JIS A 5373, CEMENT MILK

CONSTRUCTION SYSTEM.

SPECIAL INSPECTION NOTES

A. SPECIAL INSPECTION PROVISIONS OF SECTION 1704 OF THE 2015 INTERNATIONAL

BUILDING CODE GOVERN PORTIONS OF THE STRUCTURAL WORK AS DESCRIBED

IN THE CONSTRUCTION DOCUMENTS.

B. THE FOLLOWING STRUCTURAL WORK FOR THIS PROJECT REQUIRE SPECIAL

INSPECTIONS:

a. PILES REINFORCING STEEL ffi! TRUCTURAL CONCRETE

EXPANSION ANCHOR

C. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL

INSPECTOR OF ALL ITEMS REQUIRING SPECIAL INSPECTION A MINIMUM OF 48

HOURS IN ADVANCE.

D. SPECIAL INSPECTIONS DO NOT RELIEVE THE GENERAL CONTRACTOR OF HIS

RESPONSIBILITIES TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS.

E. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE CONTRACTING

FFIC .

F.SEES002FORADD.

RISK CATEGORY II (UFC 3-301-01 TABLE 2-2)

1. WIND LOAD:

a. DESIGN WIND SPEED= 203 Km/h (126 mph) 3-SECOND GUST SPEED

b. EXPOSURE C

. S ISMIC OA :

a. MCE SPECTRAL RESPONSE ACCELERATION

Ss = 1.96g, Fa = 0.90, Sds = 1.122g, Sd1 = 1.200g S1 = 0.93g, Fv = 2.40, SM1 = 1.800g, Sms = 1.683g

b. SITE CLASSIFICATION, SITE CLASS E

c. SEISMIC DESIGN CATEGORY - E

d. IMPORTANT FACTOR, le = 1.00

e. SEISMIC FORCE RESISTING SYSTEM:

e.1 MAIN BUILDING STRUCTURE

3UILDING FRAME SYSTEM WITH SPECIAL REINFORCED CONCRETE

NALLS RESPONSE MODIFICATION COEFFICIENT, R = 6.00

e.2 MAIN ENTRANCE PERGOLA STRUCTURE

NTERMEDIATE REINFORCED CONCRETE MOMENT FRAME (WITH

PERMITTED HEIGHT INCREASE), R = 3.00

3. SNOW LOADS:

a. GROUND SNOW LOAD -

�OOF SNOW LOAD -

(_;:f,ROST PENETRATION -ill

D. AT DESIGN CRITERIA

SEE SHEET G-101 FOR AT DESIGN DATA

E. FOUNDATIOP�.

1.00 KPA

0.66 KPA

152mm

1. ALLOWABLE SOIL BEARING CAPACITY OF SHALLOW FOUNDATION:

a. FOR DEAD AND LIVE LOADS

b. FOR SEISMIC, WIND LOADS

2. ALLOWABLE PILE LOAD FOR

a. 350mm DIA. PILE

34 KN/m2 45 KN/m2

480 kN (49 METRIC

9 10

DESIGN CODES AND STANDARDS

IBC 2015

ACI 318-14/ 318R-14

ASCE/SEI 7-10

UFC 1-200-01

UFC 3-301-01

UFC 3-310-04

UFC 4-010-01

INTERNATIONAL BUILDING CODE,

2015 EDITION

AMERICAN CONCRETE INSTITUTE,

BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE

AND COMMENTARY.

AMERICAN SOCIETY OF CIVIL

ENGINEERS, MINIMUM DESIGN

LOADS FOR BUILDINGS

AND OTHER STRUCTURES.

GENERAL BUILDING REQUIREMENTS

20 JUNE 2016, WITH CHANGE 2,

DATED 01 FEBRUARY 2018

STRUCTURAL ENGINEERING

01 JUNE 2013, WITH CHANGE 3,

DATED 12 SEPTEMBER 2016

SEISMIC DESIGN FOR BUILDINGS,

01 JUNE 2013, WITH CHANGE 1, 20

JUNE 2016

DOD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS,

09 FEBRUARY 2012, WITH CHANGE 1,

01 OCTOBER 2013

LEGEND/ABBREVIATION

APPROX. - APPROXIMATE

BOT. - BOTTOM

C.J. - CONSTRUCTION JOINT

CONG. - CONCRETE

CONT. - CONTINUOUS

DIA. - DIAMETER

E.F. - EACH FACE

E.S. - EACH SIDE

HOR. - HORIZONTAL

E.W. - EACH WAY

JT. - JOINT

MIN. - MINIMUM

NTS - NOT TO SCALE

O.C. - ON CENTER

PERPEN. - PERPENDICULAR

PHC - PRECAST HIGH-STRENGTH CONCRETE

REINF. - REINFORCING

S.J. - SAWCUT JOINT

SCHED. - SCHEDULE

SQUARE

. & - THICKNESS

. � TOP AND BOTTOM

TOF - TOP OF FOOTING

TOS - TOP OF SLAB

TYP. - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT. - VERTICAL

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