As-built Drawings.pdf

PDF 8 MB Posted Aug 17, 2023

Attached to: Dehumidifier Installation Federal contract opportunity
Solicitation number: M6740023Q0091
Issued by: United States Marine Corps

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Written by GovTribe AI · Dec 21, 2023

This document provides as-built drawings and specifications for a dehumidification system installation at Building 682 on Marine Corps Air Station Futemna in Okinawa, Japan. The project includes installing two air dehumidification units and two remote condensing units, along with associated ductwork, piping, diffusers, and controls. Duct sizing, equipment schedules, and general notes are included, along with 24 sheets of drawings detailing demolition plans, modified layouts, sections, details, and specifications. The contractor will remove existing equipment and materials to prepare for the new installation.

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KYUNAN COMPANY Co.,Ltd.

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UNCLASSIFIED // FOR OFFICIAL USE ONLY

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INDEX OF DRAWINGS

MCAS FUTENMA, OKINAWA, JAPAN

CONTRACT DRAWINGS

SHEET TITLE DIV NOSHEET NONAVFAC DWG

NUMBER

INSTALL LEVEL III PRESERVATION SYSTEM, BLDG 682

LOCATION MAPVICINITY MAP

SYMBOLS

GENERAL NOTES

ABBREVIATIONS

DETAIL

TITLE

XX DRAWING BLOCK TITLE

SECTION

ESR 016-19

G-001

一級建築士

(FIRST CLASS ARCHITECT)

LC# 166015

風除室ARCHITECTURAL

STRUCTURAL

, I

I P

, B

C O

M M

DESIGN BUILD TO

一級電気工事施工管理技士

(FIRST CLASS ELECTRICAL ENGINEER)

LC# 94060007

ELECTRICAL

一級管工事施工管理技士

(FIRST CLASS MECHANICAL ENGINEER)

LC# 59102175

MECHANICAL

AS-BUILT

MAY 2023

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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SYM

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DESCRIPTION

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APPR

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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SEAL

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A/E INFO

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EPROJECT NO.:

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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AutoCAD SHX Text 601-9 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 923-2503(098) 923-2503

AutoCAD SHX Text Fax (098) 923-2504(098) 923-2504

AutoCAD SHX Text Branch Okinawa Office:

AutoCAD SHX Text OTSUKI SEKKEI CO., LTDTSUKI SEKKEI CO., LTD SEKKEI CO., LTDEKKEI CO., LTD CO., LTDO., LTD LTDTD

AutoCAD SHX Text 410 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

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AutoCAD SHX Text INDEX OF DRAWINGS, VICINITY & LOCATION MAPS, SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

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INDEX OF DRAWINGS, VICINITY & LOCATION MAPS, SYMBOLS,

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ABBREVIATIONS AND GENERAL NOTES

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STATEMENT OF WORK, EQUIPMENT SCHEDULES AND LEGEND

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KEY PLAN AND STORAGE AREA REMOVAL PLAN

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KEY PLAN AND ROOF VENTILATOR REMOVAL PLAN

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STORAGE AREA SECTIONS

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MODIFIED ELECTRICAL SINGLE LINE DIAGRAM AND NEW EQUIPMENT LOAD SCHEDULE

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MODIFIED ELECTRICAL PLAN

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REMOVAL/MODIFIED ELECTRICAL PLANS, SCOPE OF WORK, ELECTRICAL NOTES AND LEGEND

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MISCELLANEOUS DETAILS

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OKINAWA C.

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NAHA C.

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KADENA

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THIS PROJECT

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MCAS FUTENMA

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ISHIKAWA C.

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PACIFIC OCEAN

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IEJIMA

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EAST CHINA SEA

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NAGO C.

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FLOOR PLAN AND SCOPE OF WORK

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ROOF PLAN AND DETAIL

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DOOR ELEVATIONS, DETAILS AND KEY PLAN

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DATE: 23 APR '21

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TAKASHI HIGA

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MCAS FUTENMA

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OKINAWA, JAPAN

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FEAD OKINAWA

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OKINAWA, JAPAN

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AS NOTED

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NATIONAL HIGHWAY 58

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BLDG NO. 682

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THIS PROJECT

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RUNWAY

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%%U MCAS FUTENMA

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1. ALL EXISTING SURFACES AND STRUCTURES DAMAGED DURING ALL EXISTING SURFACES AND STRUCTURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR IN AN APPROVED MANNER TO MATCH EXISTING OR ADJOINING WORK AT NO COST TO THE GOVERNMENT. INCLUDE RESTORATION OF ALL MARKINGS ON SURFACES/STRUCTURES. 2. THE CONTRACTOR SHALL CONDUCT ACTUAL FIELD INVESTIGATION THE CONTRACTOR SHALL CONDUCT ACTUAL FIELD INVESTIGATION TO ASCERTAIN DIMENSIONS AND FIELD CONDITIONS PRIOR TO PROCUREMENT OF MATERIALS. 3. POWER INTERRUPTIONS SHALL BE MINIMAL AND SHALL BE DONE POWER INTERRUPTIONS SHALL BE MINIMAL AND SHALL BE DONE DURING OFF-PEAK HOURS. POWER OUTAGES SHALL NOT EXCEED 8 HOURS. PROVIDE 45-DAY NOTICE TO CONTRACTING OFFICER PRIOR TO ANY OUTAGE. 4. STRUCTURAL STEEL AND FERROUS MATERIALS SHALL BE STRUCTURAL STEEL AND FERROUS MATERIALS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.

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5. PROVIDE GROUNDING IN COMPLIANCE WITH THE NATIONAL PROVIDE GROUNDING IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AFI 32-1065 AND UFC 3-550-01. 6. THE CONTRACTOR SHALL PROVIDE AN UNDERGROUND SURVEY WITH THE CONTRACTOR SHALL PROVIDE AN UNDERGROUND SURVEY WITH DETECTOR AND SENSOR ON ALL PROPOSED LOCATIONS OF THE NEW UNDERGROUND LINES TO DETERMINE. IF THERE ARE EXISTING UNDERGROUND UTILITIES STRUCTURES IN THE AREA OR UNEXPLODED ORDNANCE. IF UNEXPLODED ORDNANCE IS FOUND CALL DSN 623-4218 OR 623-4219 USMC EOD THRU CONTRACTING OFFICER FOR REMOVAL & DISPOSAL. 7. PROVIDE COLOR CODING AT EACH JUNCTION BOX OF EACH POLE AND MARK WHICH LOAD PHASE IS BEING SERVED FOR THE PARTICULAR POLE. 8. CONCRETE SHALL HAVE fc'=27MPa FOUNDATION STRENGTH.

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KEY PLAN, ARMORY AREA MODIFIED PLAN AND SECTION

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DETAILS - 1

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DETAILS - 2

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RELATIVE HUMIDITY

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AND CONTRACTOR INSTALLD

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DATE: 23 APR '21

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MORIMASA NISHIHIRA

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DATE: 23 APR '21

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KIMIO TSUTSUI

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ULTRA AIRE UNIT (UAU) MOUNTING DETAILS

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NEW AMI SYSTEM ENLARGED PLAN & INSTALLATION DETAIL

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ES501

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TRANSFORMER DETAILS

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ES502

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MISCELLANEOUS DETAILS

B4 TYP AC PAVEMENT DETAIL

A4 TYP SOLID SODDING DETAIL

A3 TEMPORARY FILTER MAT FENCE DETAIL

B3 TEMPORARY SANDBAGS TYP DETAIL

KYUNAN CO., LTD.

OSK

, I

I P

, B

(M O

O N)

C O

M M

C - 101

C1 SITE LAYOUT PLAN

A1 REMOVAL PLAN

D3 CROSS-SECTION - 1

C3 CROSS-SECTION - 2

一級土木施工管理技士

(FIRST CLASS CIVIL ENGINEER)

LC# 5813525

EXPIRATION DATE : NONE

CIVIL

AS-BUILT

MAY 2023

AutoCAD SHX Text

GPS1

AutoCAD SHX Text 88.04

AutoCAD SHX Text 87.09

AutoCAD SHX Text 87.53

AutoCAD SHX Text 88.08

AutoCAD SHX Text 87.49

AutoCAD SHX Text 87.07

AutoCAD SHX Text 88.06

AutoCAD SHX Text 88.28

AutoCAD SHX Text 88.12

AutoCAD SHX Text 87.65

AutoCAD SHX Text 88.27

AutoCAD SHX Text 88.06

AutoCAD SHX Text 88.01

AutoCAD SHX Text 88.10

AutoCAD SHX Text 88.17

AutoCAD SHX Text 88.22

AutoCAD SHX Text 88.05

AutoCAD SHX Text 87.38

AutoCAD SHX Text 87.57

AutoCAD SHX Text 87.74

AutoCAD SHX Text 87.93

AutoCAD SHX Text 88.13

AutoCAD SHX Text 86.92

AutoCAD SHX Text 87.36

AutoCAD SHX Text 86.98

AutoCAD SHX Text 87.95

AutoCAD SHX Text 86.99

AutoCAD SHX Text 87.39

AutoCAD SHX Text 87.01

AutoCAD SHX Text 87.44

AutoCAD SHX Text 87.45

AutoCAD SHX Text 87.07

AutoCAD SHX Text 87.51

AutoCAD SHX Text 88.15

AutoCAD SHX Text 88.05

AutoCAD SHX Text 88.04

AutoCAD SHX Text 88.09

AutoCAD SHX Text 87.87

AutoCAD SHX Text 88.15

AutoCAD SHX Text 87.90

AutoCAD SHX Text 88.17

AutoCAD SHX Text 87.99

AutoCAD SHX Text 86.99

AutoCAD SHX Text 87.36

AutoCAD SHX Text

%%C300 RCP

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%%C300 RCP

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%%C300 RCP

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SMH

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%%C200 PVC

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%%C200 PVC

AutoCAD SHX Text

EMH

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EMH

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CONC

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CONC

AutoCAD SHX Text

GPS1

AutoCAD SHX Text 88.04

AutoCAD SHX Text 87.09

AutoCAD SHX Text 87.53

AutoCAD SHX Text 88.08

AutoCAD SHX Text 87.49

AutoCAD SHX Text 87.07

AutoCAD SHX Text 88.06

AutoCAD SHX Text 88.28

AutoCAD SHX Text 88.12

AutoCAD SHX Text 87.65

AutoCAD SHX Text 88.27

AutoCAD SHX Text 88.06

AutoCAD SHX Text 88.01

AutoCAD SHX Text 88.10

AutoCAD SHX Text 88.17

AutoCAD SHX Text 88.22

AutoCAD SHX Text 88.05

AutoCAD SHX Text 87.38

AutoCAD SHX Text 87.57

AutoCAD SHX Text 87.74

AutoCAD SHX Text 87.93

AutoCAD SHX Text 88.13

AutoCAD SHX Text 86.92

AutoCAD SHX Text 87.36

AutoCAD SHX Text 86.98

AutoCAD SHX Text 87.95

AutoCAD SHX Text 86.99

AutoCAD SHX Text 87.39

AutoCAD SHX Text 87.01

AutoCAD SHX Text 87.44

AutoCAD SHX Text 87.45

AutoCAD SHX Text 87.07

AutoCAD SHX Text 87.51

AutoCAD SHX Text 88.15

AutoCAD SHX Text 88.05

AutoCAD SHX Text 88.04

AutoCAD SHX Text 88.09

AutoCAD SHX Text 87.87

AutoCAD SHX Text 88.15

AutoCAD SHX Text 87.90

AutoCAD SHX Text 88.17

AutoCAD SHX Text 87.99

AutoCAD SHX Text 86.99

AutoCAD SHX Text 87.36

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%%C300 RCP

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%%C300 RCP

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%%C300 RCP

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SMH

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%%C200 PVC

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%%C200 PVC

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EMH

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EMH

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CONC

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CONC

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NEW AC PAVEMENT

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EXST AC PAVEMENT

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OR MATCH EXST

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1ST SAW CUT W/ TACK COAT, TYP

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NEW AC SURFACE COURSE

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2ND SAW CUT W/ TACK COAT, TYP

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EXST AC SURFACE COURSE

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NEW BASE COURSE (RM-40) COMPACTED TO AT LEAST 95% MAX DENSITY

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NEW SUB BASE COURSE (RC-40) COMPACTED TO AT LEAST 95% MAX DENSITY

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NEW PRIME COAT

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COMPACT EXST SUBGRADE TOP 300MM COMPACTED

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EXST BASE COURSE

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SCALE

AutoCAD SHX Text 1:20

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FILL SOIL

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%%USECTION

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%%UPLAN

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SOD (KORAI SHIBA)

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SOD (KORAI SHIBA)

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COMPACTED FILL SOIL

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100MM THK TOP SOIL

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SAND TOPPING

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SCALE

AutoCAD SHX Text 1:20

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ELEVATION IN METER

AutoCAD SHX Text %%P88.10

AutoCAD SHX Text 88.02

AutoCAD SHX Text 87.94

AutoCAD SHX Text %%P88.10

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ELEVATION IN METER

AutoCAD SHX Text %%P88.10

AutoCAD SHX Text 88.01

AutoCAD SHX Text 87.96

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%%USECTION

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%%UELEVATION

AutoCAD SHX Text FILTER MAT 10MM THK W/ CHAIN LINK MESH 2x56MM

AutoCAD SHX Text WOODEN BOARDS 2-30x60

AutoCAD SHX Text CHAIN LINK MESH 2x56MM

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60 WOODEN PILE, TYP

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FILTER MAT

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EXST GRADE

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SCALE

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SCALE

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: NTS

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EXST GRADE

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BAGS FILLED WITH SAND (REMOVE AFTER COMPLETION OF CONSTRUCTION)

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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CUI//FEDCON

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CUI//FEDCON

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

AutoCAD SHX Text THE CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING THE WORK MUST BE RESPONSIBLE FOR COORDINATING THE WORK BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

AutoCAD SHX Text

IF SHEET IS LESS THAN 594 X 841 REDUCED PRINT. USE GRAPHIC SCALES

AutoCAD SHX Text OTSUKI SEKKEI CO., LTDTSUKI SEKKEI CO., LTD SEKKEI CO., LTDEKKEI CO., LTD CO., LTDO., LTD LTDTD

AutoCAD SHX Text 410 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japankinawa, Japan

AutoCAD SHX Text Tel (098) 930-5690/5691

AutoCAD SHX Text Fax (098) 930-5692

AutoCAD SHX Text 601-9 Shimabuku, AutoCAD SHX Text Kitankagusuku, Nakagami gun, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel. (098) 923-2503

AutoCAD SHX Text Fax. (098) 923-2504

AutoCAD SHX Text

MCAS FUTENMA

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OKINAWA, JAPAN

AutoCAD SHX Text

FEAD OKINAWA

AutoCAD SHX Text

OKINAWA, JAPAN

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ESR 016-19

AutoCAD SHX Text

AutoCAD SHX Text J.K

AutoCAD SHX Text R.O

AutoCAD SHX Text J.H

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALES

AutoCAD SHX Text 1:50

AutoCAD SHX Text

REMOVAL PLAN, SITE LAYOUT PLAN, SCOPE OF WORKS,

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LEGEND, CROSS-SECTIONS & MISC DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 1:100

AutoCAD SHX Text 10000

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SCALE

AutoCAD SHX Text 1:100

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BUILDING OR STRUCTURE

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AC PAVED PAVEMENT

AutoCAD SHX Text 88.05

AutoCAD SHX Text

SPOT ELEVATION

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%%UEXISTING

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%%UTHIS PROJECT

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%%UDESCRIPTION

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%%ULEGEND: (CIVIL WORKS)

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SODDED AREA

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SLOPED AREA

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CONC WALKWAY/PAVEMENT

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CONC

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STORM DRAIN LINE W/ MANHOLE

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SEWER LINE W/ MANHOLE

AutoCAD SHX Text

ELEC LINE W/ MANHOLE

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GUTTER INLET

AutoCAD SHX Text SCOPE OF WORKS: REMOVAL WORKS: 1. REMOVE & DISPOSE EXST AC PAVEMENT INCLUDING BASE COURSE & REMOVE & DISPOSE EXST AC PAVEMENT INCLUDING BASE COURSE & SUB BASE COURSE FOR THE NEW CONCRETE PAD & BOLLARDS AS INDICATED ON THE DRAWING. 2. PROVIDE TEMPORARY FILTER MAT FENCE OR SAND BAGS AS INDICATED PROVIDE TEMPORARY FILTER MAT FENCE OR SAND BAGS AS INDICATED ON THE DRAWING. REMOVE & DISPOSE AFTER COMPLETION OF WORK. NEW WORKS: 1. PROVIDE NEW CONC PAD & CONCRETE FILLED STEEL PIPE BOLLARDS AS PROVIDE NEW CONC PAD & CONCRETE FILLED STEEL PIPE BOLLARDS AS INDICATED ON THE DRAWING. 2. PROVIDE AC PAVEMENT WITH BASE COURSE & SUBBASE COURSE AS PROVIDE AC PAVEMENT WITH BASE COURSE & SUBBASE COURSE AS INDICATED ON THE DRAWING. 3. PROVIDE SODDING WITH 100MM THK TOP SOIL WITHIN THE PROVIDE SODDING WITH 100MM THK TOP SOIL WITHIN THE CONSTRUCTION LIMITS INCLUDING ALL OTHER GROUND AREAS AFFECTED BY THIS CONSTRUCTION

AutoCAD SHX Text

DMH

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SMH

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EMH

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BLDG

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CONTOUR LINE

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W/ CONC CURB & GUTTER

AutoCAD SHX Text

FENCE LINE

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SCALE

AutoCAD SHX Text 1:100

AutoCAD SHX Text 25356.119

AutoCAD SHX Text 29515.012

AutoCAD SHX Text

DATA OF TRAVERSE POINTS:

AutoCAD SHX Text X

AutoCAD SHX Text

GPS1

AutoCAD SHX Text Y

AutoCAD SHX Text

STA

AutoCAD SHX Text

AutoCAD SHX Text 88.051

AutoCAD SHX Text 1:20

AutoCAD SHX Text

EXST CONC STEP WALKWAY

AutoCAD SHX Text C-3

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:50

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SCALE

AutoCAD SHX Text 1:50

AutoCAD SHX Text

NEW CONCRETE PAD (SEE ELEC. DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-501

AutoCAD SHX Text

NEW AC PAVEMENT, TYP

AutoCAD SHX Text B4

AutoCAD SHX Text C-101

AutoCAD SHX Text

NEW CONCRETE FILLED STEEL PIPE BOLLARD (SEE ELEC. DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-502

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EXST GRADE LINE

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EXST GRADE LINE

AutoCAD SHX Text

NEW CONCRETE FILLED STEEL PIPE BOLLARD (SEE ELEC. DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-502

AutoCAD SHX Text

NEW CONCRETE PAD (SEE ELEC. DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-501

AutoCAD SHX Text

NEW AC PAVEMENT, TYP

AutoCAD SHX Text B4

AutoCAD SHX Text C-101

AutoCAD SHX Text

GI TOP EL=87.90 OUT EL=87.05

AutoCAD SHX Text

REMOVE & DISPOSE EXST TS-682 (SEE ELEC DWG.)

AutoCAD SHX Text

SMH TOP EL=88.15 INV EL=85.20 OUT EL=85.15

AutoCAD SHX Text

GI TOP EL=88.01 OUT EL=87.14

AutoCAD SHX Text

GI TOP EL=88.06 OUT EL=87.19

AutoCAD SHX Text

GI TOP EL=87.90 OUT EL=87.05

AutoCAD SHX Text

SMH TOP EL=88.15 INV EL=85.20 OUT EL=85.15

AutoCAD SHX Text

GI TOP EL=88.01 OUT EL=87.14

AutoCAD SHX Text

GI TOP EL=88.06 OUT EL=87.19

AutoCAD SHX Text D-3

AutoCAD SHX Text N

AutoCAD SHX Text

TEMPORARY FILTER MAT FENCE

AutoCAD SHX Text

CONSTRUCTION LIMIT

AutoCAD SHX Text

TEMPORARY SAND BAGS

AutoCAD SHX Text

EXST PEDESTRIAN GATE

AutoCAD SHX Text

CONSTRUCTION LIMIT

AutoCAD SHX Text

CONSTRUCTION LIMIT

AutoCAD SHX Text PROVIDE TEMPORARY FILTER MAT FENCE REMOVE & DISPOSE AFTER COMPLETION OF WORK, TYP TOTAL LENGTH=±45.00M

AutoCAD SHX Text

EXST CHAIN-LINK FENCE

AutoCAD SHX Text

EXST PEDESTRIAN GATE

AutoCAD SHX Text

PROVIDE CONCRETE FILLED STEEL PIPE BOLLARD, TYP (SEE ELEC DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-502

AutoCAD SHX Text

PROVIDE CONCRETE PAD (SEE ELEC DWG)

AutoCAD SHX Text A3

AutoCAD SHX Text

ES-501

AutoCAD SHX Text

PROVIDE AC PAVEMENT WITH BASE COURSE & SUB BASE COURSE TOTAL AREA=±14.00M²

AutoCAD SHX Text B4

AutoCAD SHX Text C-101

AutoCAD SHX Text

EXST CONC STEP WALKWAY

AutoCAD SHX Text

PROVIDE SODDING, TYP (SEE ELEC DWG) TOTAL AREA=±15.00M²

AutoCAD SHX Text A4

AutoCAD SHX Text C-101

AutoCAD SHX Text A3

AutoCAD SHX Text C-101

AutoCAD SHX Text REMOVE & DISPOSE EXST AC PAVEMENT INCLUDING BASE COURSE & SUB BASE COURSE FOR THE NEW CONC PAD & BOLLARDS, TYP TOTAL AREA=±18.50M²

AutoCAD SHX Text

EXST CHAIN-LINK FENCE

AutoCAD SHX Text PROVIDE TEMPORARY SAND BAGS REMOVE & DISPOSE AFTER COMPLETION OF WORK, TYP TOTAL LENGTH=±15.00M

AutoCAD SHX Text

REMOVE & DISPOSE EXST ELEC WIRING (SEE ELEC DWG)

AutoCAD SHX Text B3

AutoCAD SHX Text C-101

AutoCAD SHX Text

DATE: 15 NOV '21

TAKASHI HIGA

UNCLASSIFIED // FOR OFFICIAL USE ONLY

U N

O R

L U

U N

O R

L U

FLOOR PLAN (BLDG 682)

C5 ACST CEILING DETAIL

B5 GYP. BD. CEILING DETAIL

STATEMENT OF WORK :

D4 PARTIAL REFLECTED CEILING PLAN

, I

I P

, B

C O

M M

A-101

一級建築士

(FIRST CLASS ARCHITECT)

LC# 166015

風除室ARCHITECTURAL

STRUCTURAL

ASBESTOS REMOVAL WORK (A) :

AS-BUILT

MAY 2023

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

EPROJECT NO.:

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PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text PAPER SIZE: 841mm X 594mm

AutoCAD SHX Text 601-9 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 923-2503(098) 923-2503

AutoCAD SHX Text Fax (098) 923-2504(098) 923-2504

AutoCAD SHX Text Branch Okinawa Office:

AutoCAD SHX Text OTSUKI SEKKEI CO., LTDTSUKI SEKKEI CO., LTD SEKKEI CO., LTDEKKEI CO., LTD CO., LTDO., LTD LTDTD

AutoCAD SHX Text 410 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 930-5690

AutoCAD SHX Text Fax (098) 930-5692

AutoCAD SHX Text 1:200

AutoCAD SHX Text 10000

AutoCAD SHX Text 30000

AutoCAD SHX Text 20000

AutoCAD SHX Text

%%UGRAPHIC SCALE

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AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text A

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CLEANING

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ARMORY

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ARMORY2

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OFFICE

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MECH RM

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OFFICE

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OFFICE

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SERVICE COUNTER

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TOOL RM

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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STORAGE-1

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STORAGE-2

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STORAGE-3

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STORAGE-4

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FIRE DEPT. STORAGE

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SECURE STORAGE

AutoCAD SHX Text Scale 1:200

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CLEANING

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ARMORY

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ARMORY2

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SCALE

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AutoCAD SHX Text A-101

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SCALE

AutoCAD SHX Text 1:5

AutoCAD SHX Text A-101

AutoCAD SHX Text 12.5mm THK WR GYPSUM CEILING BOARD W/ PAINT FINISH

AutoCAD SHX Text 9mm THK ACST CEILING BOARD W/ BOARD W/ W/ 9.5mm THK GYP BOARD BACKING

AutoCAD SHX Text REMOVE EXST 2-EACH STEEL ROLL-UP DOORS AND REPLACE WITH NEW AIRTIGHT TPE STEEL ROLL-UP DOORS INCLUDING TYPHOON POSTS.

AutoCAD SHX Text REMOVE EXST NEOPRENE WEATHERSTRIP ON EXST PERSONNEL DOORS AND REPLACE WITH NEW AIRTIGHT TYPE NEOPRENE WEATHERSTRIP.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXST ALUM LOUVER WITH SST HOOD AND BLOCK-OFF EXST LOUVER OPENING WITH REINF CONCRETE INCLUDING EXTERIOR PAINT TO MATCH ADJACENT WALL SURFACE.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE PORTION OF EXST 9.0mm THK ACST CEILING BOARD AND 9.5mm THK GYP BOARD BACKING WITH METAL SUSPENSION SYSTEM AND REPLACE WITH NEW AFTER MECHANICAL DUCT INSTALLATION WORK.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE PORTION OF EXST 12.5mm THK GYP BOARD CEILING WITH METAL SUSPENSION SYSTEM AND REPLACE WITH NEW AFTER MECHANICAL DUCT INSTALLATION WORK.

AutoCAD SHX Text

AutoCAD SHX Text PROVIDE NEW CEILING ACCESS PANELS. (450x450)

AutoCAD SHX Text REMOVE EXST ROOF VENTILATORS WITH ACCESSORIES (SEE MECH DWG) AND BLOCK-OFF EXST ROOF VENTILATORS OPENING WITN REINF CONCRETE TO MATCH ADJACENT ROOF FINISH.

AutoCAD SHX Text

BLOCK-OFF EXST LOUVER OPENING W/ REINF CONCRETE (TYP) SEE DETAIL

AutoCAD SHX Text C4

AutoCAD SHX Text A-102

AutoCAD SHX Text

SEE PARTIAL REFLECTED CEILING PLAN

AutoCAD SHX Text D4

AutoCAD SHX Text A-101

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SCALE

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AutoCAD SHX Text A-101

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text B5

AutoCAD SHX Text A-101

AutoCAD SHX Text

EXST 9 METAL HANGER ROD@900 OC TO REMAIN

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EXST CONCRETE SLAB

AutoCAD SHX Text 19 x 25 GALV STL FURRING @300 OC

AutoCAD SHX Text

EXST 9 METAL HANGER ROD@900 OC TO REMAIN

AutoCAD SHX Text

EXST CONCRETE SLAB

AutoCAD SHX Text 19 x 25 GALV STL FURRING @300 OC

AutoCAD SHX Text

EDGE MOLDING

AutoCAD SHX Text

EDGE MOLDING

AutoCAD SHX Text 19 x 38 GALV STL CHANNEL @900 OC

AutoCAD SHX Text 19 x 50 GALV STL FURRING @900 OC

AutoCAD SHX Text 19 x 38 GALV STL CHANNEL @900 OC

AutoCAD SHX Text 19 x 50 GALV STL FURRING @900 OC

AutoCAD SHX Text

MCAS FUTENMA

AutoCAD SHX Text

OKINAWA, JAPAN

AutoCAD SHX Text

FEAD OKINAWA

AutoCAD SHX Text

OKINAWA, JAPAN

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ESR 016-19

AutoCAD SHX Text N

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text C5

AutoCAD SHX Text A-101

AutoCAD SHX Text

FLOOR PLAN AND SCOPE OF WORK

AutoCAD SHX Text

DATE: 23 APR '21

AutoCAD SHX Text -1

AutoCAD SHX Text

TAKASHI HIGA

AutoCAD SHX Text

ARMORY3

AutoCAD SHX Text

ARMORY3

AutoCAD SHX Text

REMOVE EXST ACM FLOOR JOINT SEALANT.

AutoCAD SHX Text A1

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REMOVE EXST ACM ELECTRICAL CABLE SEALING MATERIAL.

AutoCAD SHX Text A2

AutoCAD SHX Text A1

AutoCAD SHX Text A2

AutoCAD SHX Text

PROVIDE NEW JOINT SEALANT AND CABLE SEANT AFTER REMOVED ACM SEALANT.

UNCLASSIFIED // FOR OFFICIAL USE ONLY

U N

O R

L U

U N

O R

L U

A1 (EXST ROOF OPENING)

BLOCK-OFF DETAIL

ROOF PLAN

P L A N

WALL SECTION

BLOCK-OFF DETAILS

ELEVATION

A1 (EXST ROOF OPENING)

BLOCK-OFF DETAIL

ROOF PLAN

C4 (EXST LOUVER OPENING)

WALL SECTIONELEVATION

, I

I P

, B

C O

M M

A-102

一級建築士

(FIRST CLASS ARCHITECT)

LC# 166015

風除室ARCHITECTURAL

STRUCTURAL

AS-BUILT

MAY 2023

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

AutoCAD SHX Text PAPER SIZE: 841mm X 594mm

AutoCAD SHX Text 601-9 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 923-2503(098) 923-2503

AutoCAD SHX Text Fax (098) 923-2504(098) 923-2504

AutoCAD SHX Text Branch Okinawa Office:

AutoCAD SHX Text OTSUKI SEKKEI CO., LTDTSUKI SEKKEI CO., LTD SEKKEI CO., LTDEKKEI CO., LTD CO., LTDO., LTD LTDTD

AutoCAD SHX Text 410 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 930-5690

AutoCAD SHX Text Fax (098) 930-5692

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%%UGRAPHIC SCALES

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AutoCAD SHX Text E

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SCALE

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BLOCK-OFF EXST ROOF OPENING SEE DETAIL

AutoCAD SHX Text Scale 1:200

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AutoCAD SHX Text 10 x 10 SEALANT ALL AROUND (TYP)

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D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

AutoCAD SHX Text 10x10 SEALANT ALL AROUND (TYP)

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MATCH ADJACENT WALL FINISH

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MATCH ADJACENT WALL FINISH

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

AutoCAD SHX Text 10 x 10 SEALANT ALL AROUND (TYP)

AutoCAD SHX Text 1:20

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SCALE

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AutoCAD SHX Text 10 x 10 SEALANT ALL AROUND (TYP)

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D10 W/ EXP SHIELD @200 OC

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D10 @200 OC EACH WAY

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AutoCAD SHX Text A1

AutoCAD SHX Text A-102

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BLOCK-OFF EXST ROOF OPENING SEE DETAIL

AutoCAD SHX Text Scale 1:200

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:20

AutoCAD SHX Text A-101

AutoCAD SHX Text

D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

AutoCAD SHX Text 10x10 SEALANT ALL AROUND (TYP)

AutoCAD SHX Text

MATCH ADJACENT WALL FINISH

AutoCAD SHX Text

MATCH ADJACENT WALL FINISH

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 HORIZONTAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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D10 VERTICAL BAR W/ EXP. SHIELD @300 OC ALTERNATED

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MCAS FUTENMA

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OKINAWA, JAPAN

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FEAD OKINAWA

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OKINAWA, JAPAN

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AS NOTED

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ESR 016-19

AutoCAD SHX Text N

AutoCAD SHX Text 1:200

AutoCAD SHX Text 10000

AutoCAD SHX Text 30000

AutoCAD SHX Text 20000

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BLOCK-OFF EXST LOUVER OPENING WITH REINF. CONCRETE TO MATCH ADJACENT WALL FINISH

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BLOCK-OFF EXST LOUVER OPENING WITH REINF. CONCRETE TO MATCH ADJACENT WALL FINISH

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ROOF PLAN AND DETAIL

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DATE: 23 APR '21

AutoCAD SHX Text -1

AutoCAD SHX Text

TAKASHI HIGA

BLOCK-OFF EXST ROOF VENTILATOR OPENING WITH REINF. CONCRETE TO MATCH ADJACENT ROOF FINISH

UNCLASSIFIED // FOR OFFICIAL USE ONLY

U N

O R

L U

U N

O R

L U

DOOR & LOUVER SCHEDULE

DOOR DETAILS

HEAD

HEAD & JAMB

SILL

HEAD & JAMB

SILL

SILLJAMB

, I

I P

, B

C O

M M

A-501

一級建築士

(FIRST CLASS ARCHITECT)

LC# 166015

風除室ARCHITECTURAL

STRUCTURAL

AS-BUILT

MAY 2023

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text PAPER SIZE: 841mm X 594mm

AutoCAD SHX Text 601-9 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 923-2503(098) 923-2503

AutoCAD SHX Text Fax (098) 923-2504(098) 923-2504

AutoCAD SHX Text Branch Okinawa Office:

AutoCAD SHX Text OTSUKI SEKKEI CO., LTDTSUKI SEKKEI CO., LTD SEKKEI CO., LTDEKKEI CO., LTD CO., LTDO., LTD LTDTD

AutoCAD SHX Text 410 Aza Shimabuku, AutoCAD SHX Text Kitanakugusuku-Son, AutoCAD SHX Text Okinawa, Japan 901-2301

AutoCAD SHX Text Tel (098) 930-5690

AutoCAD SHX Text Fax (098) 930-5692

AutoCAD SHX Text

SCALE : 1/50

AutoCAD SHX Text

STL AIRTIGHT ROLL-UP DOOR

AutoCAD SHX Text x 1

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SRD-1

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(WIND LOAD 185MPH)

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SINGLE DOOR

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ALUMINUM FLUSH

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AD-1

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AutoCAD SHX Text x 2

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AD-2

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SINGLE DOOR

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ALUMINUM FLUSH

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AutoCAD SHX Text x 1

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SD-1

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SINGLE DOOR

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STEEL FLUSH

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WATER STOP BRUSH

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SST ROLL-UP DOOR CASE (MANUFACTURER'S STD)

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GALV STL SLIDING TYPHOON POST SUPPORT (MANUFACTURE'S STD)

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INT

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EXT

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ALUM DOOR FRAME TO REMAIN

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REMOVE EXST NEOPRENE WEATHERSTRIP AND REPLACE W/ NEW

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ALUM SINGLE DOOR TO REMAIN

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STAINLESS STEEL THRESHOLD

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EXT

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INT

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SCALE : 1/5

AutoCAD SHX Text 10mm THK PREMOLDED JOINT FILLER W/ SEALANT

AutoCAD SHX Text L-40x40x3 CORNER ANGLE

AutoCAD SHX Text 1.6mm THK WINDPROOF TYPE SLAT (MANUFACTURE'S STD)

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GALV STL SLIDING TYPHOON POST (MANUFACTURE'S STD)

Au…

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