Attachment 2 - B51104FinalSubmittal_DWGS.pdf

PDF 15 MB Posted Aug 18, 2023

Attached to: AJJY 23-2009 Repair War Reserve Materiel (WRM) Storage B51104
Solicitation number: FA524023B0001
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · Dec 21, 2023

This is a summary of a federal contract opportunity and related file. The solicitation number FA524023B0001 from the Department of the Air Force Pacific Air Forces is seeking proposals to repair war reserve materiel storage at B51104. The opportunity type is a solicitation. An attachment provides drawings related to the required repair work in PDF format totaling 15MB. Proposals are due in response to the solicitation to repair storage at the specified location for the agency. The contract award and period of performance dates are not specified in the provided information.

View the file

Other files

File	Type	Posted
AJJY 23-2009 Repair War Reserve Materiel RFI (2).docx	DOCX document	Sep 11, 2023
AJJY 23-2009 Repair War Reserve Materiel RFI.pdf	PDF	Sep 8, 2023
Attachment 4 - Wage Determination - GU20230001.pdf	PDF	Aug 18, 2023
Attachment 1 - RFP_WRM B51104_DBB_SOW_FINAL.pdf	PDF	Aug 18, 2023
Attachment 5 - Site Visit Instructions.pdf	PDF	Aug 18, 2023
Attachment 6 - Bid Opening Instructions.pdf	PDF	Aug 18, 2023
Attachment 3 - ACBDS.pdf	PDF	Aug 18, 2023
Solicitation - FA524023B0001.pdf	PDF	Aug 18, 2023
Attachment 7 - PIEE Proposal Manager Guide.pdf	PDF	Aug 18, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A B C D E F G H J K L L1 M N O P

190'-6"

1'-6" 21'-0" 15'-3" 21'-0" 21'-0" 21'-0"21'-0" 21'-0" 21'-0" 21'-0"21'-0"21'-0" 21'-0" 21'-0"

78'-3"

7'-

'-0

L L1 M N O P

OFC NO. 1

OFC NO. 2

OFC NO. 3

OFC NO. 4

FEMALE TOI

HALLWAY

STO

MALE TOI

JAN

OFC NO.5

OFC NO.6

HALLWAY

STORAGE

AREA NO.3

STORAGE

AREA NO.2

STORAGE

AREA NO.2A

STORAGE

AREA NO.1

MECH

ROOM

EXISTING

BUILDING

EXISTING EQPT

ENCLOSURE

EXISTING

BUILDING

MEZZANINE FLOOR PLAN

13 13

EXISTING EQPT

ENCLOSURE

5'- 1"

11'-10"

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

NORTH

PLAN

A1EXISTING/DEMOLITION FLOOR PLAN

1/16"=1'-0"

LEGEND:

EXISTING CONC / CMU WALL TO REMAIN

EXISTING GYPSUM WALLBOARD

TO REMAIN

EXISTING DOOR TO REMAIN

KEYED DEMOLITION NOTES:

REMOVE EXISTING OVERHEAD ROLL-UP DOOR.

REPAIR ALL DAMAGE AND CRACKS ON DOOR

OPENING.

REMOVE EXISTING DOORS AND FRAMES.

PREPARE OPENINGS FOR REPAIR OF ANY CRACKS

AND DAMAGE

REMOVE DAMAGED EXISTING WALL FINISHES AT

STORAGE AREA. REPAIR NON-STRUCTURAL WALL

CRACKS. PREPARE TO RECEIVE NEW FINISH.

REMOVE PORTION OF EXISTING SIDEWALK

REMOVE DOOR & WINDOW TRIMS DAMAGED BY

TERMITES

REMOVE EXISTING CEILING OPENING COVER /

DAMAGED CEILING TILE

REMOVE EXISTING METAL FLASHING / CAPPING

ON ROOF OPENING CURB

REMOVE DAMAGED SEALANT & JOINT FILLER

DAMAGED BY TERMITES

PREPARE OPENINGS AND FIX ANY DAMAGE AND

CRACKS

REMOVE EXISTING CABLE PER ELECTRICAL

DRAWINGS

REMOVE EXISTING PHONE BOARD PER

ELECTRICAL DRAWINGS

EXISTING PHONE BOARD TO STAY

REMOVE PORTION OF EXISTING CONCRETE SLAB

FOR INSTALLATION OF NEW BOLLARDS. 2 OUTSIDE

AND 2 INSIDE. SEE A101 FOR LOCATION

REMOVE PORTION OF CONCRETE SLAB FOR COIL

SENSORS INSTALLATION PER ELECTRICAL

DRAWINGS

TEMPORARILY REMOVE STAIRS POST FOR

INSTALLATION OF NEW ROLL UP DOORS AS

NEEDED. VERIFY ON SITE.

TO BE DEMOLISHED:

WALLS, DOOR & FRAME,

LIGHT FIXTURES, PLUMBING FIXTURES,

BAGGAGE CONVEYOR SYSTEM

& PLATFORM.

EXISTING LANDSCAPE/GREEN AREA

AutoCAD SHX Text

EWH

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

EXISTING / DEMOLITION FLOOR PLAN

AutoCAD SHX Text

AD101

AutoCAD SHX Text

STORAGE

DECK

A B C D E F G H J K L L1 M N O P

190'-6"

1'-6" 21'-0" 15'-3" 21'-0" 21'-0" 21'-0"21'-0" 21'-0" 21'-0" 21'-0"21'-0"21'-0" 21'-0" 21'-0"

78'-3"

7'-

'-0

L L1 M N O P

OFC NO. 1

OFC NO. 2

OFC NO. 3

OFC NO. 4

FEMALE TOI

HALLWAY

STO

MALE TOI

JAN

OFC NO.5

OFC NO.6

HALLWAY

STORAGE

AREA NO.3

STORAGE

AREA NO.2

STORAGE

AREA NO.2A

STORAGE

AREA NO.1

MECH

ROOM

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

NORTH

PLAN

A1EXISTING / DEMOLITION CEILING PLAN

1/16"=1'-0"

ACOUSTIC CEILING TILES TO REMAIN

EXPOSED CONCRETE STRUCTURE/

CEILING TO REMAIN

EXISTING LIGHTING TO REMAIN

LEGEND:

EXISTING CONC COLUMN TO REMAIN

NOTE:

1. SEE SHEET AD101 FOR KEYED DEMOLITION NOTES.

ACOUSTICAL CEILING TILE TO BE REMOVED

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

EXISTING / DEMOLITION CEILING PLAN

AutoCAD SHX Text

AD102

A B C D E F G H J K L L1 M N O P

190'-6"

1'-6" 21'-0" 15'-3" 21'-0" 21'-0" 21'-0"21'-0" 21'-0" 21'-0" 21'-0"21'-0"21'-0" 21'-0" 21'-0"

78'-3"

7'-

'-0

SLSL SL

CURB @ 9" EL.

CURB @ 15" EL.

CURB @ 9" EL.

CURB @ 11" EL.

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

A1EXISTING / DEMOLITION ROOF PLAN

1/16"=1'-0"

LEGEND:

EXISTING CONC ROOF W/ LIQUID APPLIED

ROOF MEMBRANE

DIAGONAL HATCH SHOWN TO BE

DEMOLISHED / REMOVED

NOTE:

1. SEE SHEET AD101 FOR KEYED DEMOLITION NOTES.

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

EXISTING / DEMOLITION ROOF PLAN

AutoCAD SHX Text

AD103

1 11

TYP.

A B C F G H J K L L1 M N O P

190'-6"

1'-6" 21'-0" 15'-3" 21'-0" 21'-0" 21'-0"21'-0" 21'-0" 21'-0" 21'-0"21'-0"21'-0" 21'-0" 21'-0"

78'-3"

7'-

'-0

L L1 M N O P

D E

A-201 A1

A-201 B1

A-201 C1

A-301 C1

C1 A-301

A-301 D1

D1 A-301

A-201 D1

A-301 A1 A1

A-301

A-301 B1 B1

A-301

6FT HIGH NEW

MECH ENCLOSURE

6FT HIGH NEW

MECH ENCLOSURE

EXISTING EQPT

ENCLOSURE

EXISTING EQPT

ENCLOSURE

OFC NO. 1

OFC NO. 2

OFC NO. 3

OFC NO. 4

FEMALE TOI

HALLWAY

STO

MALE TOI

JAN

OFC NO.5

OFC NO.6

HALLWAY

STORAGE

AREA NO.3

STORAGE

AREA NO.2

STORAGE

AREA NO.2A

STORAGE

AREA NO.1

MECH

ROOM

RUD3

RUD2

RUD6

RUD4

RUD5

RUD1

RUD7

RUD8 RUD9

12 12

TYP. TYP.

TYP.

NORTH

PLAN

A1FLOOR PLAN

1/16"=1'-0"

LEGEND:

EXISTING CONC / CMU WALL TO REMAIN

EXISTING GYPSUM WALLBOARD

TO REMAIN

EXISTING DOOR TO REMAIN

KEYED CONSTRUCTION NOTES:

REPAIR OPENING DAMAGE & CRACKS, SEE DETAIL

C2/A701. INSTALL NEW ROLL UP EXTERIOR DOOR

SYSTEM.

REPAIR OPENING DAMAGE & CRACKS, SEE DETAIL

C2/A701. INSTALL NEW ROLL UP INTERIOR DOOR

SYSTEM.

PAINT INTERIOR WALLS/CEILINGS OF STORAGE AREAS

NO. 1 & NO. 2 & 2A ONLY. (PER AAFB STANDARDS)

WALL FINISHES:

COLOR = EGGSHELL WHITE

CEILING FINISHES:

COLOR= WHITE

INSTALL NEW COLUMN PROTECTORS, SEE B1/A701

PREPARE EXISTING CONCRETE FLOOR TO RECEIVE

4" WIDE NEW STRIPING

INSTALL NEW WALL BUMPERS, SEE A1/A701

PROVIDE NEW CEILING TILES & GRID. SEE SHEET A701

FOR DETAILS

CONCRETE INFILL AT EXISTING ROOF OPENING,

PROVIDE FLUID APPLIED ROOF MEMBRANE, SEE

STRUCTURAL DETAIL A3/S-301

CONCRETE INFILL AT WALL OPENING, PAINT TO MATCH

ADJACENT WALL SURFACE, SEE STRUCTURAL

DETAIL A1/S-401

REPAIR SPALLING ON EXISTING EXTERIOR

CONCRETE COLUMNS, TYPICAL. SEE STRUCTURAL

DETAIL A2/S-401

PROVIDE NEW EXHAUST FAN & WALL REGISTERS,

SEE MECH DRAWINGS

INSTALL NEW BOLLARDS AT EXTERIOR ROLL UP DOOR

OPENINGS, PER DETAIL D5/A701

INSTALL NEW WINDOW, SEE WINDOW SCHEDULE ON

SHEET A-601

INSTALL NEW DOOR TRIMS & FRAMES TO MATCH

EXISTING

RE-ASSEMBLE STAIR STRUCTURE AFTER

INSTALLATION OF DOORS

REPAIR MOISTURE DAMAGE ON CONNECTION OF

COLUMN AND WALLS. SEAL WITH APPROVED SYSTEM.

SEE DETAIL C2/A701.

NEW PAINTED FLOOR STRIPING

NEW INSTALLED WALL BUMPERS

158"L x 84"Wx34"H TRAILER - MAX 5 STACKS

GRAPHIC SCALE

1/16"=1'-0"

32'16' 48' 64'0'

EXISTING LANDSCAPE / GREEN AREA

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

AutoCAD SHX Text

EWH

AutoCAD SHX Text A-101

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

K L L.1 M N O P

B C F G H J K L L.1 M N O PD E

TYP

3 3

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

A1CEILING PLAN

1/16"=1'-0"

ACOUSTIC CEILING TILES TO REMAIN

EXPOSED CONCRETE STRUCTURE/

CEILING TO REMAIN

EXISTING LIGHTING TO REMAIN

MECHANICAL DIFFUSERS,

SEE MECH DWGS

LEGEND:

NOTE:

1. SEE SHEET A-101 FOR KEYED CONSTRUCTION NOTES.

GRAPHIC SCALE

1/16"=1'-0"

32'16' 48' 64'0'

NEW ACOUSTIC CEILING TILES. SEE

DETAILS A3 & C1/A701

FINISH: TO MATCH EXISTING

COLOR: WHITE / TO MATCH EXISTING

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

REFLECTED CEILING PLAN

AutoCAD SHX Text A-102

B C F G H J K L L.1 M N O PD E

63'-0" 1'-6"

126'-0" 3'-0"

81'-0"

7'-

EXISTING CONCRETE ROOF

W/ LIQUID APPLIED ROOF

MEMBRANCE

SLSL SL

CURB @ 9" EL.

CURB @ 15" EL.

CURB @ 9" EL.

CURB @ 11" EL.

3'-4"

3'- 4"

4'-0"

4'- 0"

5'-6"

5'- 23 4"

5'-6"

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

A1ROOF PLAN

1/16"=1'-0"

NOTE:

1. SEE SHEET A-101 FOR KEYED CONSTRUCTION NOTES.

GRAPHIC SCALE

1/16"=1'-0"

32'16' 48' 64'0'

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text A-103

A B C F G H J K LD E L.1 M N O P

0'-0"

FFL

19'-0"

BTM OF BEAM

'-0

8 7 6 5 4 3 2 1

0'-0"

FFL

18'-8"

BTM OF BEAM

'-0

AABCFGHJKL DEL.1MNOP

0'-0"

FFL

'-5

11'-5"

BTM OF BEAM

1 2 3 4 5 6 7 8

0'-0"

FFL

11'-5"

BTM OF BEAM

'-5

1 1

TYP.

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

A1EAST ELEVATION

3/32"

B1NORTH ELEVATION

3/32"=1'-0"

C1WEST ELEVATION

3/32"=1'-0"

D1SOUTH ELEVATION

3/32"=1'-0"

NOTE:

1. SEE SHEET A-101 FOR KEYED CONSTRUCTION NOTES.

GRAPHIC SCALE

1/16"=1'-0"

32'16' 48' 64'0'

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text

BUILDING ELEVATIONS

AutoCAD SHX Text A-201

A B C F G H J K LD E L.1 M N O P

BTM OF BEAM

FFL

'-0

BTM OF BEAM

FFL

'-5

" 20 '-6

" STORAGE

AREA 2

STORAGE AREA

NO. 3

STORAGE AREA

NO. 1

'-9

ABCFGHJKL DEL.1MNOP

BTM OF BEAM

FFL

'-0

STORAGE AREA

NO. 1

STORAGE

AREA 2

STORAGE AREA

NO. 3

BTM OF BEAM

FFL

'-9

87654321

BTM OF BEAM

FFL

'-6

" STORAGE

AREA 2

BTM OF BEAM

FFL

8 7 6 5 4 3 2 1

BTM OF BEAM

FFL

'-6

" STORAGE

AREA 2

BTM OF BEAM

FFL

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

A1BUILDING SECTION

1/16"=1'-0"

B1BUILDING SECTION

1/16"=1'-0"

C1BUILDING CROSS SECTION

1/16"=1'-0"

D1BUILDING CROSS SECTION

1/16"=1'-0"

PAINT INTERIOR WALLS/CEILINGS OF WAREHOUSE / STORAGE AREAS NO. 1 & NO. 2 & 2A

ONLY, TYPICAL

WALL FINISHES:

COLOR = EGGSHELL WHITE (PER AAFB STANDARDS)

NEW WALL BUMPERS, PER PLAN, TYP.

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text A301

AutoCAD SHX Text

BUILDING SECTION

FINISH FLOOR LINE

FABRIC INTERIOR DOOR

AS PER MANUFACTURERB

CLEAR OPENING WIDTH

) S

WIDTH

1 FIXED GLASS WINDOW

ON ALUMINUM FRAME

A1WINDOW TYPES

1/4"=1'-0"

FINISH FLOOR LINE

A2DOOR TYPES

1/4"=1'-0"

D2 A-701

D1 A-701

D3 A-701

SIM

C3 A-701

STAINLESS STEEL ROLL-UP DOOR

AS PER MANUFACTURERA

CLEAR OPENING WIDTH

A-701

B4 A-701

C4 A-701 4'-

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

DOOR

TYPE WIDTH HEIGHT

THICK

MATERIAL FINISH MATERIAL

REMARKSROOM NAME

DOOR DOOR SIZE

DOOR SCHEDULE

FINISH

DOOR

CONSTRUCTION

FRAME

CONSTRUCTION

FABRIC DOOR WITH COIL SENSORSASTORAGE AREA NO. 3 & 2 (TRANSITION)RUD5

STORAGE AREA NO. 3

STORAGE AREA NO. 3RUD2

STORAGE AREA NO. 3RUD3

STORAGE AREA NO. 3RUD1

STORAGE AREA NO. 2RUD7

STORAGE AREA NO. 2RUD6

STORAGE AREA NO. 2RUD8

RUD9

STORAGE AREA NO. 2

WINDOW

TYPE WIDTH HEIGHT

REMARKS

WINDOW WINDOW SIZE

WINDOW / STOREFRONT SCHEDULE

WINDOW FRAME

TYPEMATERIAL FINISH

SILL

HEIGHT

WINDOW SCHEDULE NOTES:

GLAZING

3. WINDOW FRAME:

AL - ALUMINUM FRAME

2. WINDOW TYPES:

SEE WINDOW TYPE ELEVATIONS

1 (-) INDICATES FEATURE NOT REQUIRED. 4. FRAME FINISH:

AN - ALUMINUM ANODIZED

5. GLAZING:

TG - TEMPERED GLASS, BRONZE COLOR

NO. ROOM NAME

OFFICEA 1

DOOR WINDOW SCHEDULE NOTES:

1. (-) INDICATES FEATURE NOT REQUIRED.

2. DOOR TYPES:

SEE DOOR TYPE ELEVATIONS

3. DOOR CONSTRUCTION:

AL - ALUMINUM

SC - SOLID CORE WOOD

MFR - MANUFACTURER

HM - HOLLOW METAL CORE

RUD - ROLL-UP DOOR

FAB - FABRIC / VINYL DOOR

4. DOOR FACING AND FINISHING:

AN - ALUMINUM ANODIZED, DARK BRONZE

IG - INSULATED / ANNEALED LAMINATED GLASS

WP - WOOD, PAINTED

MP - METAL, PAINTED

SS - STAINLESS STEEL

5. FRAME CONSTRUCTION:

AF - ALUMINUM FRAME

MF - METAL FRAME

MFR - MANUFACTURER

6. FRAME FINISH:

AN - ALUMINUM ANODIZED, DARK BRONZE

MP - METAL PAINTED

SS - STAINLESS STEEL

12'-0"12'-0"

12'-0"12'-0" 12'-0"12'-0"

- MFR AL MFR AL12'-0"12'-0"

- MFR MFR12'-0"12'-0"

12'-0"12'-0" 12'-0"12'-0"

44" 36" AL MFR TG -

AL AL

NO.

STORAGE AREA NO. 2 & 3 (TRANSITION)RUD4 - FAB MFR12'-0"12'-0" MFR AL

MFR AL MFR AL

FAB MFR MFR AL

MFR MFRAL AL

A A

A A A

A A

FABRIC DOOR WITH COIL SENSORS

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text A-601

AutoCAD SHX Text

WINDOW & DOOR SCHEDULE

6" 3'-0"

4'-0" 1'-6"

12'-0" C

LEAR

PEN

10" 1'-0"

EXTERIOR BOLLARD,

SEE C5

A-701

INTERIOR BOLLARD,

SEE B5

A-701

FACE OF EXTERIOR

WALL/GRADE BEAM,

WHERE OCCURS,

SEE STRUCT DWGS

1'-6"

6" DIAMETER

STEEL PIPE,

PAINTED YELLOW

AS REQUIRED

FILL W/ CONCRETE

EXPANSION JOINT

EXTERIOR BOLLARD

FOOTING

1'-0"

℄ FACE ON INTERIOR

WALL, WHERE OCCURS

6" DIAMETER

STEEL PIPE,

PAINTED YELLOW

1" NON-SHRINK

GROUT

D5BOLLARD & TRENCH DRAIN

3/4" = 1'-0"

C5BOLLARD DETAIL

3/4" = 1'-0"

B5BOLLARD DETAIL

3/4" = 1'-0"

3 4"

2'- 61 2"

3'- 53 8"

3'- 73 8"

8" 71 2"

PER MANUFACTURER

A1WALL BUMPER DETAIL

3/4" = 1'-0"

BOLT POST WITH APPROVED ANCHORS

1'- 2"

EXISTING WALL

NEW WALL BUMPER

B1COLUMN PROTECTOR DETAIL

3/4" = 1'-0"

NEW COLUMN

BUMPERS

EXISTING COLUMN

PLAN

ELEVATION

C2CHIPPING & HOLES REPAIR

3/4" = 1'-0"

HAIRLINE CRACKS

SAW CUT GROOVE

AT LOCATIONS OF

CRACKS & EXTERIOR

COLUMN & WALL JOINT

EXISTING CRACK

APPLY NEW JOINT

SEALANT. PAINT ON

TO MATCH ADJACENT

SURFACE

CHIPPING &

HOLE REPAIR

APPLY SPACKLE ON EXISTING

HOLES. PAINT TO MATCH

ADJACENT SURFACE

CRACK REPAIR

A5ROOF OPENING DETAIL

1 1/2"=1'-0"

(E ) V

" M

NEW ROOFING MATERIAL

TO MATCH (E) ROOFING

NEW INFILL FOR ROOF

OPENINGS PER

STRUCTURAL A3/S-301

EXISTING CURB ON

ROOF OPENING

HOOD OVER COILING

MECHANISM, PAINTED

SST ROLL-UP DOOR

STAINLESS STEEL

ANGLE GUIDE

STEEL ANGLE

REINFORCEMENT

AS REQUIRED

EXTERIOR INTERIOR

SST ROLL-UP DOOR

STAINLESS STEEL

ANGLE GUIDE

FLOOR FINISH PER

SCHEDULE

EXIST.

CONC

WALL

SLOPE

INTERIOR

EXTERIOR

SST ANGLE GUIDE

AS PER MFR

SST ROLL-UP DOOR

ANCHOR PER MFR

RECOMMENDATION

EXIST.

CONCRETE WALL

PER MFR

FACE OF WALL

OPENING

B4DOOR JAMB

1 1/2"=1'-0"

C4ROLL-UP DOOR SILL

1 1/2"=1'-0"

D4ROLL-UP DOOR HEAD

1 1/2"=1'-0"

EXIST.

CONCRETE FLOOR

SLAB

INTERIOR

D1ROLL-UP DOOR JAMB

1 1/2"=1'-0"

D2ROLL-UP DOOR HEAD

1 1/2"=1'-0"

HOOD OVER COILING

MECHANISM, PAINTED

SIDE COLUMN

FABRIC/VINYL DOOR PER

MANUFACTURER

EXIST.

CONC

WALL

STEEL ANGLE

REINFORCEMENT

AS REQUIRED

4" OVERHANG

3/4"X3/4" NOTCH, 1-1/2"

AWAY FROM EDGE

GLAZING

SHIM AS REQUIRED

ALUMINUM FRAME

WALL PER PLAN

EXTERIOR INTERIOR

SEALANT W/ BACKER

ROD, TYPICAL

GLAZING

ALUMINUM FRAME

WALL PER PLAN

EXTERIOR INTERIOR

SHIM AS REQUIRED

SEALANT W/ BACKER

ROD, TYPICAL

C3FIXED WINDOW SILL

3"=1'-0"

D3SIDELITE HEAD/JAMB SIM

3"=1'-0"

WEST

NORTH

2"MAX.

NO. 12 GA. GALV.

FOUR-WAY SPLAY

WIRE BRACING IN

LINE W/ RUNNER,

TYP. FOR 4. (SPLAY

WIRES NOT REQ'D.

FOR ROOMS OF 144

SF. OR LESS W/

WALLS WHICH GO

TO STRUCTURE)

SOUTH

MAX.

EAST

NO. 12 GA GALV.

HANGER WIRE @

4'-0" O.C., WHERE

OCCURS

3 WRAPS

MIN. (TYP)

DASHED LINE DENOTES

HORIZ. PLANE (TYPICAL)

MAIN RUNNER

STRUT

CROSS RUNNER

MINIMUM NO. 12 GA. SUSPENSION WIRES ARE REQUIRED @ 4'-0" O.C. NOT

MORE THAN 1 IN 6 OUT OF PLUMB. PERIMETER HANGERS ARE REQUIRED

WITHIN 8" OF WALLS. END OF ALL TEES ARE REQUIRED TO BE TIED

TOGETHER TO PREVENT SPREADING. CEILING TEES MAY BE ATTACHED

AND SNUG TO WALL ANGLES ONLY AT TWO ADJACENT WALLS (1/4"

CLEARANCE BETWEEN WALL AND END OF TEE AT OTHER TWO WALLS).

LATERAL FORCE BRACING (SHOWN ABOVE) CONSISTING OF HORIZONTAL

RESTRAINT POINTS AND VERTICAL STRUT ARE REQUIRED@ MAX. 12'-0"

O.C. BOTH DIRECTIONS BEGINNING WITHIN 6'-0" OF EACH WALL. LATERAL

FORCE BRACING MEMBERS ARE TO BE 6" MIN FROM ALL UNBRACED

HORIZONTAL PIPING AND DUCTS. SUPPORTS OR LIGHT FIXTURES AND

MECHANICAL DEVICES VARY ACCORDING TO WEIGHT. SEE UBC STD.

47-18 FOR ADDITIONAL REQUIREMENTS. PROVIDE SIMILAR CONDITIONS

AT SUSPENDED GYPSUM BOARD CEILINGS UNLESS GYP. CEILING IS ON

ONE LEVEL EXTENDING FROM WALL TO WALL.

NOTE:

A3CEILING DETAIL & NOTE

3"=1'-0"

HANGER ROD @ 4'-0"

O.C. SUSPENDED

FROM SLAB ABOVE,

WHERE OCCURS

2"x2" ALUMINUM

EDGE TRIM

CROSS TEE RUNNER

ACOUSTICAL CEILING

TILE ON MAIN TEE

RUNNER @ 4'-0" O.C.FACE OF WALL

C1ACOUSTIC CEILING DETAIL

3"=1'-0"

8" MAX

POP RIVET

NOTE:

ATTACHED CEILING SYSTEM WITH POP RIVET ON ALUMINUM EDGE

TRIM AT TWO PERPENDICULAR WALLS IN EVERY ROOM.

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

6/19/2023

METAL BASE PLATE,

SEE STRUCT DWGS.

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text Kunimoto Architect Design Group (Guam), LLC

AutoCAD SHX Text

HENGI PLAZA, SUITE 206, 278 MARINE CORPS DRIVE, TAMUNING 96913

AutoCAD SHX Text A-701

AutoCAD SHX Text

DETAILS

f'c 4000 PSI Ld (IN) LTS (IN)BAR SIZE TOP BARS OTHER TOP BARS OTHER

#3 12 12 16 12 #4 15 12 20 16 #5 22 17 29 23 #6 31 24 41 32 #7 52 68 52 #8 68 52 89 68 #9 86 66 112 86 #10 109 84 142 110 #11 134 103 175 134

6000 PSI

Ld (IN) LTS (IN)

TOP BARS OTHER TOP BARS OTHER

12 12 13 12 13 12 17 13 18 14 24 19 25 20 33 26 43 56 43 55 43 72 56 70 54 91 71 89 69 116 90

110 84 143 110 f'c

4000 PSI

Ldh (IN)

BAR SIZE

#3 8 6 #4 10 8 #5 12 10 #6 15 12 #7 17 #8 19 16 #9 22 18 #10 25 20 #11 27 22

6000 PSI

90° HOOK

BAR SIZE

#3 6 4 #4 8 4 1/2 #5 10 5 #6 12 6 #7 14 #8 16 8 #9 19 10 #10 22 11 1/2

180° HOOK

STANDARD HOOKS

90° HOOK

3 1/2 4 4 1/2 4 1/2 5 1/2 5 1/2

12 7 1/2

135° HOOK

STIRRUP OR TIE HOOK

D2 1 1/2 2 1/2

2 3 2 1/2 3 3/4 4 1/2 4 1/2

5 1/2

HOOKS LENGTH [H] (IN)

"H"

D 1 D 1 d d

D 2

6d T

12d FOR # 6, #7 & #8 "H"

MIN

D 2

FOUNDATION NOTES:

1. THE FOUNDATION DESIGN IS BASED ON THE

GEOTECHNICAL REPORT BY GEO-ENGINEERING &

TESTING, DATED 25 AUGUST 2020.

2. FOUNDATIONS HAVE BEEN DESIGNED BASED ON

THE FOLLOWING DESIGN VALUES FROM THE

GEOTECHNICAL REPORT (SERVICE LEVEL):

a. NET ALLOWABLE BEARING CAPACITY (DEAD

PLUS LIVE LOADS): 4000 PSF

b. NET ALLOWABLE BEARING CAPACITY (TOTAL

DESIGN LOADS, INCLUDING WIND OR SEISMIC

FORCES): 5330 PSF

c. FRICTION ACROSS FOOTING BOTTOMS

(PERCENT OF DEAD LOADS AT FOOTING

BOTTOMS): 35

d. PASSIVE SOIL RESISTANCE AGAINST FACE OF

FOOTINGS: 400 PCF

3. EXISTING BUILDING FOOTINGS SHALL BE FIELD

VERIFIED PRIOR TO WORK.

GENERAL NOTES:

1. DESIGN STANDARDS:

a. INTERNATIONAL BUILDING CODE, 2018 EDITION

b. ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDING AND

OTHER STRUCTURES"

c. ACI 318-14 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE"

d. TMS 402/602 "BUILDING CODE REQUIREMENTS AND

SPECIFICATION FOR MASONRY STRUCTURES"

e. UFC 1-200-01 "DOD BUILDING CODE"

f. FC 1-300-09N "NAVY AND MARINE CORPS DESIGN

PROCEDURES"

g. UFC 3-301-01 "STRUCTURAL ENGINEERING, 2019 EDITION"

CONCRETE NOTES:

1. CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28-DAY

COMPRESSIVE STRENGTHS (f'c), UNO.:

a. WALLS: 4,000 PSI

b. FOOTINGS: 4,000 PSI

c. MISCELLANEOUS: 4,000 PSI

d. NON-SHRINK GROUT: 4,000 PSI

MASONRY NOTES:

1. DECORATIVE MASONRY UNITS SHALL CONFORM TO ASTM C90,

NORMAL WEIGHT (135 PCF).

2. DECORATIVE MASONRY UNITS SHALL HAVE A MAXIMUM RATIO OF

NET AREA TO GROSS AREA OF 0.53.

3. THE MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) SHALL BE

2,500 PSI.

4. MORTAR SHALL BE TYPE S.

5. ALL HEAD JOINTS AND BED JOINTS SHALL BE FULLY MORTARED.

CONCRETE REINFORCEMENT NOTES:

1. ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS

NOT SPECIFICALLY INDICATED ON THE DRAWINGS VERIFY WITH THE SER.

2. REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL

PROPERTIES UNO:

a. DEFORMED BARS: ASTM A615 GRADE 60 *

b. WELDABLE DEFORMED BARS: ASTM A706*

c. EPOXY COATED DEFORMED BARS: ASTM A615 / A775 *

d. WELDED WIRE REINFORCEMENT ASTM A1064

e. EPOXY COATED WELDED WIRE REINFORCEMENT ASTM A1064 / A884

3. DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI-318 AND

ACI-315, UON.

4. WHERE A 90-DEG, 135 -DEG OR 180-DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE

CORRESPONDING ACI STANDARD HOOKS UNO.

5. DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UNO.

6. REINFORCEMENT SHALL HAVE CONCRETE PROTECTION (CLEAR COVER) PER ACI 318

UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

7. LAP REINFORCEMENT ONLY AT LOCATIONS AS SPECIFICALLY DETAILED ON THE

DRAWINGS EXCEPT REINFORCEMENT MARKED AS CONTINUOUS CAN BE SPLICED AT

LOCATIONS DETERMINED BY CONTRACTOR USING TENSION LAP SPLICES (LTS). SEE

LAP SPLICE AND EMBEDMENT SCHEDULE.

8. UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES PER

LAP SPLICE AND EMBEDMENT SCHEDULE

MINIMUM SPLICE AND DEVELOPMENT LENGTHS

NOTES

1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE

CAST BELOW THE BARS.

2. OTHER BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LEES

THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS.

3. ALL BENDS SHALL BE MADE COLD.

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

S-102 A1

S-102 A2

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

A1FOUNDATION PLAN

1/16"=1'-0"

A2 S-201

TYP, AT WALL

A1 S-201

TYP, AT

BREEZE BLOCK

2'- 0"

6'- 0"

3'- 0"

6'- 0"

2'- 0"

2'-2" 11'-0" 2'-2"

2'- 0"

'-0

2'-

0" S-202

TYP

EXISTING BLDG.

SOG SEE

NOTE 4

6'- 0"

1'- 9"

6'- 0" A1

S-201

A2 S-201

2'-05 8"8'-0"1'-103

2'- 0"

9'- 0"

2'- 0"

1'-103 8" 8'-0" 2'-05

2'- 0"

4'- 05 8"

2'- 33 8"

4'- 0"

S-202 A1

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

A1NEW MECHANICAL ENCLOSURE

SCALE: 1/40

KEY NOTES:

1. ALL DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL

DRAWINGS.

2. 6" WALL SINGLE REINFORCED WITH #5's @ 6" O.C. VERTICAL BARS AND #4's @ 6" HORIZONTAL BARS., U.N.O.

3. 4" BREEZE BLOCK WITH #3 @ 12" O.C. HEAD JOINT

REINFORCEMENT.

4. SLAB ON GRADE SHALL BE 6" THICK REINFORCED WITH #4 @

12" O.C. E.W. U.N.O.

A2NEW MECHANICAL ENCLOSURE

SCALE: 1/40

1'- 0"

4'- 0"

1'- 0"

Ld h

(4) - #4 EF

#3 @ 12" O.C

#3 @ 12" O.C.

BTW HEAD

JOINTS

2" TYP

EQEQ

#4 @ 12" O.C.

#4 @ 6" O.C.

1'- 6"15

#4 @ 12" O.C.

3" C

3" CLR

(4) - #4 T&B

3'-0"

1'- 6"15

6'- 0"

#5 VERT. @ 6" O.C

(CENTERED)

ALTERNATE

HOOK

#4 @ 12" O.C.

#4 HORIZ. @ 6" O.C.

3" C

3" CLR

(4) - #4 T&B

3'-0"

(2) #4 CONT.

TYP.

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

A1TYPICAL SECTION AT SCREEN WALL

SCALE: 1/8

NOTES:

1. DECORATIVE BLOCKS SHALL BE INSTALLED AFTER

CONCRETE HAS ATTAINED ITS f'c.

A2TYPICAL SECTION AT CONCRETE WALL

SCALE: 1/8

EXTEND HEADER LONG AND

TRANSVERSE REINF.

INTO WALL PIER

(SEE PLAN)

(2) # 5 JAMBS @ EA END, TYP.

JAMB EXTENSION

INTO FOOTING

WALL END

HOOK LONG. BARS

AT WALL ENDS

A1 S-201

A2 S-201

COMPACTED FILL IN ACCORDANCE WITH

GEOTECHNICAL RECOMMENDATIONS

(SEE PLAN)

(2) # 5 JAMBS @ EA END, TYP.

JAMB EXTENSION

INTO FOOTING

WALL END

HOOK LONG. BARS

AT WALL ENDS

A1 S-201

A2 S-201

COMPACTED FILL IN ACCORDANCE WITH

GEOTECHNICAL RECOMMENDATIONS

EXTEND HEADER LONG AND

TRANSVERSE REINF.

INTO WALL PIER

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

A1TYPICAL ELEVATION

SCALE: 1/8

A2WALL END FLUSH WITH FOOTING

3" CL

CLR

#5 VERT. @ 6" O.C

(CENTERED)(4) - #5 ADD. AT

CORNER, TYP.

(2) #5's AT ENDS, TYP.

#4 HORIZ. @ 6" O.C.

W/ 180 HOOK

#4 HORIZ. @ 6" O.C.

W/ 180 HOOK

#5 VERT. @ 6" O.C

(CENTERED)

(2) #5's AT ENDS, TYP.

#4 @ 12" O.C, E.W.

LTS

6" M

" M

DRILL AND EPOXY

AROUND CURB.

W/ HILTI HIT-RE 500 V3

EPOXY

5'-6" MAX 4"

4" -0

" T

(4) - 58 " HAS V-36 W/ 4 12 " EMBEDMENT

(EPOXY HIT-RE 5010 V3), TYP.

2" TYP.

1 2 "

3/4 " THK ASTM 572 Gr. 50

BASE PLATE

1 " THK NON-SHRINK GROUT PAD

5/16

6" STEEL PIPE, BY OTHERS

1'-9"

1'- 9"

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

B1TYPICAL FOOTING DETAILS

SCALE: 1/15

B2TYPICAL ADDITIONAL WALL REINFORCEMENT

SCALE: 1/10

A1ROOF INFILL TYPICAL SECTION DETAIL

SCALE: 1/10 A2INTERIOR ADN EXTERIOR BOLLARD DETAIL

3'-0"

1'-8" 1'- 3"

2'- 0"

6000 PSI GROUT INFILL

NEW BARS TO MATCH EXISTING BAR SIZE

AND SPACING AND TO BE SPLICED AT

CENTER OF THE INFILL

EXISTING BARSHIT-RE 500 V3 EPOXY

WITH 6" EMBEDMENT TYP.

A3 S-402

A4 S-402

HEAVILY CORRODED

EXISTING BARS TO BE CUT

ROUGHEN EXISTING CONCRETE SURFACE

AND APPLY CONCRETE BONDER PRIOR TO

POURING NEW GROUT

6000 PSI GROUT INFILL

EXISTING BARS TO BE

SPLICED WITH NEW BARS

NEW BARS TO MATCH SIZE,

SPACING AND GRADE OF EXISTING BARS

NEW BARS TO MATCH NUMBER, SIZE,

SPACING AND GRADE OF EXISTING BARS

TIES TO MATCH SIZE, SPACING AND GRADE

OF EXISTING TIES

NEW BARS TO MATCH NUMBER, SIZE,

SPACING AND GRADE OF EXISTING BARS

TIES TO MATCH SIZE, SPACING AND GRADE

OF EXISTING TIES

EXISTING BARS TO BE

SPLICED WITH NEW BARS

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

RTIFICATE

H E

R N

A . BONSE M B

(STRUCTURAL)

2122NO

PRO

FESSIONA L E NGI N

G UA M

EXP. 4/30/2024

I ANTEAN

B1TYP. WALL CONCRETE INFILL DETAIL

(* SEE A-103 FOR LOCATION)

A1TYP. COLUMN REPAIR DETAIL

NTS

A3SECTION AT CORRODED CUT BAR

NTS

NOTES:

1. COLUMN SHALL BE FULLY SHORED PRIOR TO ANY REPAIRS.

SHORING SHALL BE RATED FOR THE DESIGN CAPACITY OF

THE AFFECTED COLUMN.

A2SECTION AT SPLICE

NTS

RTIFICATE

G U A M

EXP. 4/30/2024P

O F

E S S I O N A L E N G I N

E E

(MECHANICAL)

NATHAN GUEVARA JAVELLANA2083

6/19/2023

AAFB

B51104

GUAM

AIR FORCE BASE

ANDERSEN

AJJY 23-2009

REPAIR WRM STORAGE

BUILDING 51104

100% FINAL DESIGN SUBMITTAL

ENGINEERING CONSTRUCTION MANAGEMENT CONSULTANCY

643 CHALAN SAN ANTONIO, STE 114

TAMUNING, GUAM 96913

6/19/2023

LEGEND :

MECHANICAL NOTES

AutoCAD SHX Text

DWG ACAD NUMBER

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

WAS PREPARED BY ME OR

AutoCAD SHX Text

UNDER MY DIRECT SUPERVISION

AutoCAD SHX Text

I CERTIFY THAT THIS WORK

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ARCHITECTS - ENGINEERS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

PROGRAM MANAGER

AutoCAD SHX Text

BIOENVIRONMENTAL ENGINEER

AutoCAD SHX Text

GROUND SAFETY

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

CHIEF OF OPERATIONS

AutoCAD SHX Text

CORROSION ENGINEER

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

CHIEF, CONSTRUCTION

AutoCAD SHX Text

CHIEF OF ENGINEERING

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

APPROVED: BASE CIVIL ENGINEER

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

DQC MANAGER

AutoCAD SHX Text

AutoCAD SHX Text 6/19/2023

AutoCAD SHX Text

JJJ/BRJ

AutoCAD SHX Text

JJJ

AutoCAD SHX Text

ABBREVIATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBREVIATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBREVIATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBREVIATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text ACCU AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT A/C AIR CONDITIONING AIR CONDITIONING ACD A/C CONDENSATE DRAIN A/C CONDENSATE DRAIN BTU BRITISH THERMAL UNIT BRITISH THERMAL UNIT CD CEILING DIFFUSER CEILING DIFFUSER CEF CEILING EXHAUST FAN CEILING EXHAUST FAN CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CRAC COMPUTER ROOM AIR COMPUTER ROOM AIR CONDITIONING CONT'N. CONTINUATION CONTINUATION DN DOWN DOWN DOAS DEDICATED OUTSIDE AIR SYSTEM DEDICATED OUTSIDE AIR SYSTEM SYSTEM EA EACH/EXHAUST AIR EACH/EXHAUST AIR EAD EXHAUST AIR DUCT EXHAUST AIR DUCT EAL EXHAUST AIR LOUVER EXHAUST AIR LOUVER EAR EXHAUST AIR REGISTER EXHAUST AIR REGISTER IEER INTEGRATED ENERGY EFF. RATIO INTEGRATED ENERGY EFF. RATIO EF EXHAUST FAN EXHAUST FAN ESP EXTERNAL STATIC PRESSURE EXTERNAL STATIC PRESSURE FLA FULL LOAD AMPERE FULL LOAD AMPERE FCU FAN COIL UNIT FAN COIL UNIT FC FLEXIBLE CONNECTION FLEXIBLE CONNECTION IDU INDOOR UNIT INDOOR UNIT KW KILOWATT KILOWATT MVD MOTORIZED VOLUME DAMPER MOTORIZED VOLUME DAMPER MCA MINIMUM CIRCUIT AMPACITY MINIMUM CIRCUIT AMPACITY MOCP MAXIMUM OVER CURRENT PROTECTION MAXIMUM OVER CURRENT PROTECTION NC NORMALLY CLOSED NORMALLY CLOSED OA OUTSIDE AIR OUTSIDE AIR OAD OUTSIDE AIR DUCT OUTSIDE AIR DUCT OAIL OUTSIDE AIR INTAKE LOUVER OUTSIDE AIR INTAKE LOUVER ODU OUTDOOR UNIT OUTDOOR UNIT OAR OUTSIDE AIR REGISTER OUTSIDE AIR REGISTER PCU PACKAGED COOLING UNIT PACKAGED COOLING UNIT RLA RATED LOAD AMPERE RATED LOAD AMPERE RL REFRIGERANT LIQUID LINE REFRIGERANT LIQUID LINE RG REFRIGERANT GAS LINE REFRIGERANT GAS LINE SAD SUPPLY AIR DUCT SUPPLY AIR DUCT SAR SUPPLY AIR REGISTER SUPPLY AIR REGISTER S&F SMOKE AND FIRE DAMPER SMOKE AND FIRE DAMPER SCD SUPPLY CEILING DIFFUSER SUPPLY CEILING DIFFUSER SS STAINLESS STEEL STAINLESS STEEL TYP TYPICAL TYPICAL VCD VOLUME CONTROL DAMPER VOLUME CONTROL DAMPER VRF VARIABLE REFRIGERANT FLOW VARIABLE REFRIGERANT FLOW WEF WALL EXHAUST FAN WALL EXHAUST FAN

AutoCAD SHX Text DUCT SMOKE DETECTOR TEMPERATURE SENSOR ACCESS PANEL MOTORIZED VOLUME DAMPER EMERGENCY SHUTDOWN SWITCH DUCT STATIC PRESSURE TRANSMITTER HUMIDITY SENSOR DIFFERENTIAL PRESSURE SWITCH OUTSIDE AIR DUCT OUTSIDE AIR GRILLE WITH VOLUME DAMPER OUTSIDE AIR REGISTER WITH VOLUME DAMPER WINDOW CONTACT SWITCH

AutoCAD SHX Text

1. ALL MECHANICAL WORKS SHALL CONFORM TO THE 2018 EDITION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, THE CONTRACT ALL MECHANICAL WORKS SHALL CONFORM TO THE 2018 EDITION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, THE CONTRACT MECHANICAL WORKS SHALL CONFORM TO THE 2018 EDITION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, THE CONTRACT MECHANICAL WORKS SHALL CONFORM TO THE 2018 EDITION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, THE CONTRACT WORKS SHALL CONFORM TO THE 2018…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 18, 2023.