Attch 11- LOCRF 20Oct21 Blended Drawings Part 2 of 3.pdf

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Attached to
F-22 Low Observable Component Repair Facility (LOCRF)
Solicitation number
W9123621R2023
Issued by

About this file

This solicitation is for the construction of a Low Observable Component Repair Facility to support additional F-22A aircraft relocated to Langley Air Force Base in Virginia. The project includes construction of a 6,735 square meter facility with three low observable critical repair bays, one wash rack bay, shops, administration spaces, restrooms, and building systems support. Each repair bay will be equipped with appropriate air filtration systems. The facility must withstand seismic and wind loads according to applicable codes and guides. Construction will result in a secure and climate-controlled space for specialized F-22A maintenance and repair procedures. The contract duration is expected to be 730 calendar days. The solicitation was issued by the Department of the Army Corps of Engineers Norfolk District for the facility supporting the additional F-22A aircraft relocated from Tyndall Air Force Base to Langley Air Force Base.

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Other files

File Type Posted
Attachment 7- Revised Small Business Participation Plan.pdf PDF
W9123621R2023 Amendment 14.pdf PDF
Attachment 8 - Revised Bid Schedule.pdf PDF
W9123621R2023 Amendment 13.pdf PDF
Attch 39 08 33 23 AMENDMENT 09 FEB 22.pdf PDF
Attch 40 06 61 16 AMENDMENT 09 FEB 22.pdf PDF
W9123621R2023 Amendment 12.pdf PDF
Attch 41 Copy of GFE Equipment List_mjm edits 2020.09.24.xlsx XLSX spreadsheet
Attch 38 LOCRF DRAWINGS AMENDMENT 09FEB2022.pdf PDF
Attch 38 08 81 00 Glazing.pdf PDF
Attch 34 13 34 19 METAL BUILDING SYSTEMS.pdf PDF
Attch 37 33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATION.pdf PDF
W9123621R2023 LOCRF Amendment 11.pdf PDF
Attch 21 01FEB2022 AMENDMENT_DRAWINGS.pdf PDF
Attch 28 03 45 00 PRECAST ARCHITECTURAL CONCRETE.pdf PDF
Attch 22 A 011 EQUIPMENT SCHEDULE METALS TECH and SHOPS.pdf PDF
Attch 29 06 61 16 SOLID SURFACE FABRICATIONS.pdf PDF
Attch 24 P 601 PLUMBING SCHEDULES.pdf PDF
Attch 23 A 533 ROOF DETAILS.pdf PDF
Attachment 8 - Revised CLIN Schedule.pdf PDF
Attch 35 32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT.pdf PDF
Attch 25 01 11 00 Appendix to 01 11 00 Government Furnished Equipment.pdf PDF
Attch 30 08 34 16 CORROSION CONTROL HANGAR DOORS.pdf PDF
Attch 36 32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS.pdf PDF
Attch 32 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES.pdf PDF
Attch 31 09 90 00 PAINTS AND COATINGS.pdf PDF
Attch 27 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.pdf PDF
Attch 26 01 14 00 WORK RESTRICTIONS.pdf PDF
Attch 33 10 56 26.13 MOBILE STORAGE SHELVING UNITS (MECHANICALLY-ASSISTED).pdf PDF
W9123621R2023 Amendment 10.pdf PDF
Site Visit 10 January.pdf PDF
Attachment 20 LOCRF RTA Specifications.pdf PDF
Attachment 16 LOCRF RTA DWGS PART 2 OF 3.pdf PDF
W9123621R2023 Amendment 9.pdf PDF
Attachment 15 LOCRF RTA DWGS PART 1 OF 3.pdf PDF
Attachment 17 LOCRF RTA DWGS PART 3 OF 3.pdf PDF
Attachment 14 LOCRF RTA AF Sust Scoresheet GP vFeb2017.xlsx XLSX spreadsheet
Attachment 19 LOCRF RTA SID PACKAGE.pdf PDF
Attachment 18 LOCRF RTA FF and E PACKAGE.pdf PDF
Attch 10- LOCRF 20Oct21 Blended Drawings Part 1 of 3.pdf PDF
W9123621R2023 Amendment 8.pdf PDF
Attch 13- LOCRF 20Oct21 Blended Drawings Part 3 of 3.pdf PDF
Attch 12- LOCRF 20Oct21 Blended Specifications.pdf PDF
W9123621R2023 Amendment 7.pdf PDF
W9123621R2023 Amendment 6.pdf PDF
W9123621R2023 LOCRF Amend 5.pdf PDF
W9123621R2023 Amendment 4.pdf PDF
A.07.24 - Amendment 3.pdf PDF
A.07.24 - Amendment 2.pdf PDF
A.07.24 - Amendment 1.pdf PDF
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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

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BIM 360://3012011031_F22 LOW OBSERVABLE FACILITY LOCRF/3012011031_LOCRF_G_R19.rvt

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09-14-2021

FY19 F-22 FORMAL TRAINING UNIT (FTU)

LOW OBSERVABLE COMPOSITE REPAIR FACILITY (LOCRF)

PROJECT LOCATION

N

PROJECT LOCATION MAP

PROJECT VICINITY MAP

HAMPTON

NEWPORT NEWS

JOINT BASE, LANGLEY - EUSTIS (JBLE)

READY TO ADVERTISE

OPEN COMPETITION OF PRODUCTS

DURING DESIGN PRODUCTS ARE IDENTIFIED AND VALIDATED TO MEET THE NECESSARY

TECHNICAL REQUIREMENTS OF THE PROJECT, AND ARE INDICATED AS "BASIS OF DESIGN"

WITHIN THE DESIGN DOCUMENTS. THIS DOES NOT LIMIT THE PROVISION OF THE PRODUCTS

AS OTHER PRODUCTS THAT MEET THE STATED TECHNICAL REQUIREMENTS ARE ALSO

ACCEPTABLE. PRODUCTS LISTED HEREIN ARE NOT INTENDED TO BE PROPRIETARY UNLESS

SPECIFICALLY INDICATED. ALTERNATE PRODUCTS WILL BE EVALUATED AND MAY BE ACCEPTED

ON THE BASIS OF COMPLIANCE WITH THE SALIENT AND PERFORMANCE CHARACTERISTICS

OF THE SPECIFICATIONS.

W91236-21-R-2023

NOTE TO READERS

Redesign AE Modification P00002 (Aug 2021): The project is experiencing minor redesign to incorporate some customer requested changes including the addition of a dedicated chiller in the administrative spaces, relocation and resizing of the High Expansion Foam (HEF) tank and incorporation of a contractor provided small-part paint booth in Room 141. Due to this limited scope change, this 100% PreFinal submittal includes only those drawings and specifications that were changed from the previous RTA set (Jan 2021). Subsequent design submittals are scheduled to include all documents.

“Blended Set, 21Oct21.

Includes documents changed in Fall 2021 blended with any unchanged Mar2021 RTA documents. Not for Construction.”

BLENDED 21OCT21

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SHEET INDEX

SHEET NUMBER SHEET NAME

EP101D POWER PLAN - AREA D

EP101E POWER PLAN - AREA E

EP102 POWER PLAN - ROOF

EP103 BLDG 330 - LIGHTING AND POWER PLAN

EP401 ENLARGED POWER PLAN - ELECTRICAL ROOMS

EP402 ENLARGED POWER PLAN - MECHANICAL ROOM

EP501 POWER DETAILS

EP502 POWER DETAILS

EP503 POWER DETAILS

EP601 POWER RISER DIAGRAM

EP701 PANELBOARD SCHEDULES

EP702 PANELBOARD SCHEDULES

EP703 PANELBOARD SCHEDULES

EP704 PANELBOARD SCHEDULES

EP705 PANELBOARD SCHEDULES

EP706 PANELBOARD SCHEDULES

EP707 PANELBOARD SCHEDULES

EP708 PANELBOARD SCHEDULES

EP709 MECHANICAL EQUIPMENT SCHEDULE

EP710 EQUIPMENT SCHEDULE

EG101 GROUNDING PLAN

EG102 LIGHTNING PROTECTION PLAN

EG103 CATHODIC PROTECTION PLAN

EG104 CATHODIC PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EG502 LIGHTNING PROTECTION DETAILS

EG601 GROUNDING RISER DIAGRAM

16. TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

T-002 TELECOMMUNICATIONS DIAMOND PLAN

TS100 TELECOMMUNICATIONS SITE PLAN - OVERALL

TD101 TELECOMMUNICATIONS DEMOLITIONS SITE PLAN - PARTIAL

TD102 TELECOMMUNICATIONS DEMOLITIONS SITE PLAN - PARTIAL

TS101 TELECOMMUNICATIONS DEMOLITION SITE PLAN - PARTIAL

TS102 TELECOMMUNICATIONS DEMOLITION SITE PLAN - PARTIAL

TS103 TELECOMMUNICATIONS DEMOLITION SITE PLAN - PARTIAL

TS104 TELECOMMUNICATIONS DEMOLITION SITE PLAN - PARTIAL

TS105 TELECOMMUNICATIONS DEMOLITION SITE PLAN - PARTIAL

TS501 TELECOMMUNICATIONS SITE DETAILS

T-100 OVERALL TELECOMMUNICATIONS PLAN

T101A TELECOMMUNICATIONS PLAN - AREA A

T101B TELECOMMUNICATIONS PLAN - AREA B

T101C TELECOMMUNICATIONS PLAN - AREA C

T101D TELECOMMUNICATIONS PLAN - AREA D

T101E TELECOMMUNICATIONS PLAN - AREA E

T-102 BLDG 330 - TELECOMMUNICATIONS PLAN

T-401 ENLARGED TELECOMMUNICATIONS PLANS

T-501 TELECOMMUNICATION DETAILS

T-502 TELECOMMUNICATION DETAILS

T-503 TELECOMMUNICATION DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAMS

T-602 TELECOMMUNICATION DETAIL

X-001 SECURITY LEGEND AND ABBREVIATIONS

X-100 OVERALL SECURITY SYSTEMS PLAN

X101A SECURITY SYSTEMS PLAN - AREA A

X101B SECURITY SYSTEMS PLAN - AREA B

X101C SECURITY SYSTEMS PLAN - AREA C

X101D SECURITY SYSTEMS PLAN - AREA D

X101E SECURITY SYSTEMS PLAN - AREA E

X-501 SECURITY SYSTEMS DETAILS

X-601 SECURITY SYSTEMS RISER DIAGRAM

17. AUDIO VISUAL

TA001 AUDIO VISUAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

TA100 OVERALL AUDIO VISUAL PLAN

TA101A AUDIO VISUAL PLAN - AREA A

TA501 AUDIO VISUAL DETAILS

TA601 AUDIO VISUAL SIGNAL FLOWS

SHEET INDEX

SHEET NUMBER SHEET NAME

11. PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

P-101 UNDERFLOOR PLUMBING PLAN - OVERALL

P101A UNDERFLOOR PLUMBING PLAN - AREA A

P101B UNDERFLOOR PLUMBING PLAN - AREA B

P101C UNDERFLOOR PLUMBING PLAN - AREA C

P101D UNDERFLOOR PLUMBING PLAN - AREA D

P101E UNDERFLOOR PLUMBING PLAN - AREA E

P-110 FIRST FLOOR PLUMBING PLAN - OVERALL

P110A FIRST FLOOR PLUMBING PLAN - AREA A

P110B FIRST FLOOR PLUMBING PLAN - AREA B

P110C FIRST FLOOR PLUMBING PLAN - AREA C

P110D FIRST FLOOR PLUMBING PLAN - AREA D

P110E FIRST FLOOR PLUMBING PLAN - AREA E

P-401 ENLARGED PLANS - PLUMBING

P-402 ENLARGED PLANS - PLUMBING

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-701 HIGH EXPANSION FOAM CONTAINMENT DIAGRAMS

P-702 WASTE AND VENT RISER DIAGRAM

P-703 DOMESTIC WATER RISER DIAGRAM

13. MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

MP101 FIRST FLOOR PIPING PLAN - OVERALL

MP101A FIRST FLOOR PIPING PLAN - AREA A

MP101B FIRST FLOOR PIPING PLAN - AREA B

MP101C FIRST FLOOR PIPING PLAN - AREA C

MP101D FIRST FLOOR PIPING PLAN - AREA D

MP101E FIRST FLOOR PIPING PLAN - AREA E

MH101 FIRST FLOOR VENTILATION PLAN - OVERALL

MH101A FIRST FLOOR VENTILATION PLAN - AREA A

MH101B FIRST FLOOR VENTILATION PLAN - AREA B

MH101C FIRST FLOOR VENTILATION PLAN - AREA C

MH101D FIRST FLOOR VENTILATION PLAN - AREA D

MH101E FIRST FLOOR VENTILATION PLAN - AREA E

MH103 BUILDING 330 VENTILATION PLANS

M-140 MECHANICAL ROOF PLAN

M-301 LO BAY SECTION N-S

M-302 LO BAY SECTION E-W

M-303 SECTIONS - AIR HANDLING EQUIPMENT

M-304 SECTIONS

M-305 MECHANICAL ROOM SECTIONS

M-306 SECTION - AHU-2 & AHU-3

M-307 SECTION - LO HALLWAY

M-308 SECTION-WASHRACK

M-401 ENLARGED PLAN - MECHANICAL ROOM EQUIPMENT LAYOUT

M-402 ENLARGED PLAN - MECHANICAL ROOM PIPING

M-403 ENLARGED PLAN - MECHANICAL ROOM VENTILATION

M-501 DETAILS - HEATING

M-502 DETAILS - VENTILATION

M-503 DETAILS - HEATING

M-601 SCHEDULES - HEATING/COOLING

M-602 SCHEDULES - HEATING/COOLING

M-603 SCHEDULES - VENTILATION

M-604 SCHEDULES - VENTILATION

M-701 DIAGRAMS - HEATING/COOLING

M-702 DIAGRAMS - WATER-COOLED CHILLER PIPING

M-703 DIAGRAM - LO BAY AND PAINT BOOTH AIRFLOW

M-704 DIAGRAMS - AIR-COOLED CHILLER PIPING

M-801 CONTROL SEQUENCES

M-802 CONTROL SEQUENCES

M-803 CONTROL SEQUENCES

M-804 CONTROL SEQUENCES

M-805 CONTROL SEQUENCES

M-806 CONTROL SEQUENCES

M-807 CONTROL SEQUENCES

M-808 CONTROL SEQUENCES

M-809 CONTROL SEQUENCES

M-810 CONTROL SEQUENCES

M-811 CONTROL SEQUENCES

M-812 CONTROL SEQUENCES

M-813 CONTROL SEQUENCES

M-814 CONTROL SEQUENCES

M-815 CONTROL SEQUENCES

14. ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

E-002 HAZARDOUS CLASSIFICATION PLAN

ES100 ELECTRICAL SITE PLAN - OVERALL

ED101 ELECTRICAL DEMOLITION SITE PLAN - PARTIAL

ED102 ELECTRICAL DEMOLITION SITE PLAN - PARTIAL

ES101 ELECTRICAL SITE PLAN - PARTIAL

ES102 ELECTRICAL SITE PLAN - PARTIAL

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES601 ELECTRICAL SITE ONE-LINE DIAGRAM

EL100 OVERALL LIGHTING PLAN

EL101A LIGHTING PLAN - AREA A

EL101B LIGHTING PLAN - AREA B

EL101C LIGHTING PLAN - AREA C

EL101D LIGHTING PLAN - AREA D

EL101E LIGHTING PLAN - AREA E

EL102 LIGHTING PLAN - ROOF

EL501 LIGHTING CONTROL DETAILS

EL502 LIGHTING CONTROLS DETAILS

EL601 LUMINAIRE SCHEDULE

EL602 LUMINAIRE DETAILS

EL603 LUMINAIRE DETAILS

EP100 OVERALL POWER PLAN

EP101A POWER PLAN - AREA A

EP101B POWER PLAN - AREA B

EP101C POWER PLAN - AREA C

SHEET INDEX

SHEET NUMBER SHEET NAME

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-203 PARTIAL BUILDING ELEVATIONS

A-204 PARTIAL BUILDING ELEVATIONS

A-205 PARTIAL BUILDING ELEVATIONS

A-206 PARTIAL BUILDING ELEVATIONS

A-207 PARTIAL BUILDING ELEVATIONS

A-301 BUILDING SECTION

A-302 BUILDING SECTION

A-303 BUILDING SECTION

A-304 BUILDING SECTION

A-305 BUILDING SECTIONS

A-311 EXTERIOR WALL SECTIONS

A-312 EXTERIOR WALL SECTIONS

A-313 EXTERIOR WALL SECTIONS

A-314 EXTERIOR WALL SECTIONS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS & CASEWORK ELEVATIONS & SECTIONS

A-403 ENLARGED PLANS - AIR SHOWERS

A-404 RESTROOM ELEVATIONS

A-405 LOCKERS/SHOWERS ELEVATIONS

A-406 TOWER - ENLARGED PLANS

A-501 PLAN DETAILS

A-511 CEILING & EXPANSION JOINT DETAILS

A-521 SECTION DETAILS - CTK ENCLOSURE

A-522 SECTION DETAILS

A-531 ROOF DETAILS

A-532 ROOF DETAILS

A-533 ROOF DETAILS

A-534 ROOF DETAILS

A-541 BUILDING ELEVATION DETAILS

A-542 BUILDING ELEVATION DETAILS

A-551 EXTERIOR DOOR DETAILS

A-552 INTERIOR DOOR DETAILS

A-553 SPECIALTY DOOR DETAILS

A-554 OVERHEAD DOOR DETAILS

A-561 WINDOW & FRAME TYPES

A-562 WINDOW DETAILS

A-563 WINDOW DETAILS

A-564 LOUVER DETAILS

A-601 DOOR FRAMES & TYPES

A-602 DOOR SCHEDULE

A-701 LO BAY BOOTH FITOUT

A-702 SMALL PARTS PAINT BOOTH FITOUT

A-801 EXTERIOR SIGNAGE

A-802 STRIPING PLAN - OVERALL

08. INTERIOR DESIGN

I-101 FIRST FLOOR INTERIOR FINISH PLAN - OVERALL

I101A FIRST FLOOR INTERIOR FINISH PLAN - AREA A

I101B FIRST FLOOR INTERIOR FINISH PLAN - AREA B

I101C FIRST FLOOR INTERIOR FINISH PLAN - AREA C

I101D FIRST FLOOR INTERIOR FINISH PLAN - AREA D

I101E FIRST FLOOR INTERIOR FINISH PLAN - AREA E

I-601 ROOM FINISH SCHEDULE, LEGEND AND NOTES

I-611 SIGNAGE SCHEDULE, ELEVATIONS AND NOTES

I831A PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA A

I831B PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA B

I831C PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA C

I831D PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA D

I831E PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA E

08. INTERIORS

IF101 FIRST FLOOR INTERIOR FURNITURE PLAN - OVERALL

IF101A FIRST FLOOR INTERIOR FURNITURE PLAN - AREA A

IF101B FIRST FLOOR INTERIOR FURNITURE PLAN - AREA B

IF101C FIRST FLOOR INTERIOR FURNITURE PLAN - AREA C

IF101D FIRST FLOOR INTERIOR FURNITURE PLAN - AREA D

IF101E FIRST FLOOR INTERIOR FURNITURE PLAN - AREA E

10. FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOLS & ABBREVIATIONS

FA101 FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - OVERALL

FA101A FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA A

FA101B FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA B

FA101C FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA C

FA101D FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA D

FA101E FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA E

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA601 FIRE ALARM SEQUENCE OF OPERATIONS

FA701 FIRE ALARM RISER DIAGRAMS

10. FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL NOTES, SYMBOLS & ABBREVIATIONS

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN - OVERALL

FX101A FIRST FLOOR FIRE SUPPRESSION PLAN - AREA A

FX101B FIRST FLOOR FIRE SUPPRESSION PLAN - AREA B

FX101C FIRST FLOOR FIRE SUPPRESSION PLAN - AREA C

FX101D FIRST FLOOR FIRE SUPPRESSION PLAN - AREA D

FX101E FIRST FLOOR FIRE SUPPRESSION PLAN - AREA E

FX401 FIRE PROTECTION ENLARGED PLANS

FX402 FIRE PROTECTION SECTIONS

FX501 FIRE PROTECTION DETAILS

FX901 FIRE PROTECTION ISOMETRICS

SHEET INDEX

SHEET NUMBER SHEET NAME

CP100 AIRFIELD PHASING PLAN

CP101 APRON AND TOWWAY GEOMETRY PLAN

CP201 APRON AND TOWWAY JOINT LAYOUT PLAN

CP301 APRON AND TOWWAY SPOT ELEVATION PLAN

CP401 APRON AND TOWWAY TYPICAL SECTIONS

CP501 APRON AND TOWWAY JOINT DETAILS

CP502 APRON AND TOWWAY JOINT DETAILS

CP503 APRON AND TOWWAY JOINT DETAILS

CM101 APRON AND TOWWAY MARKING PLAN

CM501 APRON AND TOWWAY MARKING DETAILS

5.0 LANDSCAPE

L-101 LANDSCAPE PLAN

L-102 LANDSCAPE PLAN

L-103 LANDSCAPE PLAN

L-104 LANDSCAPE PLAN

L-105 LANDSCAPE PLAN

L-501 LANDSCAPE DETAILS

06. STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 WIND PRESSURE CHARTS & DIAGRAMS

S-101 FOUNDATION PLAN - OVERALL

S101A FOUNDATION PLAN - AREA A

S101B FOUNDATION PLAN - AREA B

S101C FOUNDATION PLAN - AREA C

S101D FOUNDATION PLAN - AREA D

S101E FOUNDATION PLAN - AREA E

S-102 SLAB PLAN - OVERALL

S102A SLAB PLAN - AREA A

S102B SLAB PLAN - AREA B

S102C SLAB PLAN - AREA C

S102D SLAB PLAN - AREA D

S102E SLAB PLAN - AREA E

S-103 ROOF FRAMING PLAN - OVERALL

S103A ROOF FRAMING PLAN - AREA A

S103B ROOF FRAMING PLAN - AREA B

S103C ROOF FRAMING PLAN - AREA C

S103D ROOF FRAMING PLAN - AREA D

S103E ROOF FRAMING PLAN - AREA E

S-104 LINTEL PLAN

S-201 ENTRY TOWER FRAMING ELEVATIONS

S-202 DUCT TOWER FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS - I

S-302 FOUNDATION SECTIONS - II

S-303 PEMB FOUNDATION SECTIONS & DETAILS

S-311 HANGAR SECTION - LO BAY

S-312 HANGAR SECTION - WASH RACK

S-321 ROOF FRAMING SECTIONS - I

S-322 ROOF FRAMING SECTIONS - II

S-323 ROOF FRAMING SECTIONS - III

S-324 ENTRY TOWER SECTIONS & DETAILS

S-325 MISC. SECTIONS & DETAILS

S-326 CHILLER ENCLOSURE FRAMING DETAILS

S-331 SITE SECTIONS & DETAILS - I

S-332 SITE SECTIONS & DETAILS - II

S-401 ENLARGED PLANS - I

S-402 ENLARGED PLANS - II

S-501 CONCRETE DETAILS - I

S-502 CONCRETE DETAILS - II

S-503 CONCRETE DETAILS - III

S-504 CONCRETE DETAILS - IV

S-511 ROOF FRAMING DETAILS - I

S-512 ROOF FRAMING DETAILS - II

S-513 ROOF FRAMING DETAILS - III

S-514 MASONRY DETAILS - I

S-515 MASONRY DETAILS - II

S-516 MASONRY DETAILS - III

S-601 SCHEDULES - GENERAL

S-700 H.E.F. DISCHARGE TANK PLAN

S-701 STORAGE TANK DETAILS

S-702 STORAGE TANK STRUCTURAL DETAILS

S-901 3D PERSPECTIVE VIEWS

07. ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

A-002 ABA ACCESSIBILITY GUIDELINES

A-003 ABA PLAN

A-004 SECURE AREAS PARTIAL PLANS

A-005 AIRCRAFT CLEARANCE REQUIREMENT PLAN & SECTIONS

A-006 PARTITION TYPES

A-007 PARTITION TYPES

A-008 PARTITION HEAD CONDITIONS

A-009 PENETRATION DETAILS

A-010 PENETRATION DETAILS

A-011 EQUIPMENT SCHEDULE - METALS TECH & SHOPS

A-020 BLDG 330 COMM ROOM - DEMO & NEW

AS101 ARCHITECTURAL SITE PLAN

AS501 ARCHITECTURAL SITE PLAN DETAILS - CHILLER

AS502 ARCHITECTURAL SITE PLAN DETAILS - DUMPSTER ENCLOSURE

A-101 FIRST FLOOR PLAN - OVERALL

A101A FIRST FLOOR PLAN - AREA A

A101B FIRST FLOOR PLAN - AREA B

A101C FIRST FLOOR PLAN - AREA C

A101D FIRST FLOOR PLAN - AREA D

A101E FIRST FLOOR PLAN - AREA E

A-102 ROOF PLAN - OVERALL

A102A ROOF PLAN - AREA A

A102B ROOF PLAN - AREA B

A102C ROOF PLAN - AREA C

A102D ROOF PLAN - AREA D

A102E ROOF PLAN - AREA E

A-111 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL

A111A FIRST FLOOR REFLECTED CEILING PLAN - AREA A

A111B FIRST FLOOR REFLECTED CEILING PLAN - AREA B

A111C FIRST FLOOR REFLECTED CEILING PLAN - AREA C

A111D FIRST FLOOR REFLECTED CEILING PLAN - AREA D

A111E FIRST FLOOR REFLECTED CEILING PLAN - AREA E

A-141 AIR BARRIER PLAN & SECTIONS

SHEET INDEX

SHEET NUMBER SHEET NAME

00. GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 CODE COMPLIANCE SUMMARY

G-004 CODE COMPLIANCE SUMMARY

G-005 CODE COMPLIANCE SITE PLAN

G-006 FIRST FLOOR LIFE SAFETY PLAN - OVERALL

PH101 PHASE 1 SITE DIAGRAM

PH102 PHASE 2 SITE DIAGRAM

PH103 PHASE 3 SITE DIAGRAM

02. SURVEY / MAPPING

VF001 LEGENDS AND NOTES

VF100 EXISTING CONDITIONS PLAN

VF101 EXISTING CONDITIONS PLAN

VF102 EXISTING CONDITIONS PLAN

VF103 EXISTING CONDITIONS PLAN

VF104 EXISTING CONDITIONS PLAN

VF105 EXISTING CONDITIONS PLAN

VF106 EXISTING CONDITIONS PLAN

VF107 EXISTING CONDITIONS PLAN

04.CIVIL

C-001 LEGEND AND GENERAL NOTES

C-002 CONSTRUCTION ACCESS PLAN

C-003 EROSION AND SEDIMENT CONTROL - PHASE 1 PLAN INITIAL

C-004 EROSION AND SEDIMENT CONTROL - PHASE 1 PLAN FINAL

C-005 EROSION AND SEDIMENT CONTROL - PHASE 2 PLAN INITIAL

C-006 EROSION AND SEDIMENT CONTROL - PHASE 2 PLAN FINAL

C-007 EROSION AND SEDIMENT CONTROL - PHASE 2A PLAN INITIAL

C-008 EROSION AND SEDIMENT CONTROL - PHASE 2A PLAN FINAL

C-009 EROSION AND SEDIMENT CONTROL - PHASE 3 PLAN INITIAL

C-010 EROSION AND SEDIMENT CONTROL - PHASE 3 PLAN FINAL

CD001 DEMOLITION LEGEND & NOTES

CD100 EXISTING CONDITIONS - OVERALL

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106 DEMOLITION PLAN

CD107 DEMOLITION PLAN

CS001 SITE LAYOUT LEGEND & CONTROL POINTS

CS101 SITE LAYOUT PLAN

CS102 SITE LAYOUT PLAN

CS103 SITE LAYOUT PLAN

CS104 SITE LAYOUT PLAN

CS105 SITE LAYOUT PLAN

CS106 SITE LAYOUT PLAN

CS107 SITE LAYOUT PLAN

CG001 GRADING LEGEND & NOTES

CG002 STORM SCHEDULES & NOTES

CG101 GRADING & DRAINAGE PLAN

CG102 GRADING & DRAINAGE PLAN

CG103 GRADING & DRAINAGE PLAN

CG104 GRADING & DRAINAGE PLAN

CG105 GRADING & DRAINAGE PLAN

CG106 GRADING & DRAINAGE PLAN

CG107 GRADING & DRAINAGE PLAN

CG201 STORM SEWER PROFILES

CG202 STORM SEWER PROFILES

CG203 STORM SEWER PROFILES

CG204 STORM SEWER PROFILES

CG205 STORM SEWER PROFILES

CG206 STORM SEWER PROFILES

CG700 POST DEVELOPMENT DRAINAGE AREAS

CG701 STORMWATER MANAGEMENT CALCULATIONS

CG702 STORMWATER MANAGEMENT CALCULATIONS

CG703 STORMWATER MANAGEMENT CALCULATIONS

CU001 UTILITY LEGEND, CONTROL POINTS & SCHEDULES

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU106 UTILITY PLAN

CU107 UTILITY PLAN

CU201 SANITARY FORCE MAIN PROFILE

CU202 SANITARY FORCE MAIN PROFILE

CU203 SANITARY FORCE MAIN PROFILE

CU204 SANITARY FORCE MAIN PROFILE

CU205 SANITARY FORCE MAIN PROFILE

CU206 SANITARY SEWER PROFILE

CU207 8" DOMESTIC WATER PROFILE

CU208 8" DOMESTIC WATER PROFILE

CU209 8" DOMESTIC WATER PROFILE

CU210 12" FIRE WATER PROFILE

CU211 HEF MAIN PROFILE

C-501 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

C-502 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

C-503 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

C-504 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

C-505 EROSION AND SEDIMENT CONTROL DETAILS

C-506 DETAILS

C-507 DETAILS

C-508 DETAILS

C-509 DETAILS

C-510 DETAILS

C-511 DETAILS

C-512 DETAILS

C-513 DETAILS

C-514 DETAILS

C-515 DETAILS

C-516 DETAILS

C-517 DETAILS

ARCHITECTURAL ABBREVIATIONS

Ø

A.B.

ABA

A/C

ACT

ADA

ADJ

AFF

A.F.S.

A.G.E.

AHU

ALUM

ANOD.

ANSI

APPROX.

ARCH

ASTM

AVG

A.W.I.

B.H.M.I.

BIM

BLDG.

BM.

B.O.

B.U.R.

O.T.S.

C.I.P.

C.F.C.I.

C.F.M.

C.J.

CLG.

CLR.

CLO.

CBU

CMU

COL.

COLS.

CONC.

CONT.

D.S.

DIA.

DR.

DTL. OR DET.

DWG.

EA.

E.F.S.

E.J.

ELEC.

ELEV.

E.O.S.

ENG.

E.P.

EPDM

EQ.

EQUIP.

E.R.D.

E.T.D.

E.W.C.

EXIST.

EXP.

EXT.

F.D.

FDC

FDN.

FE

FEC

F.F.

F.F.E.

FHC

FIN.

FLR.

F.O.

F.O.B.

F.O.P.

FT.

FTG.

F.V.

FRP

GA.

GALV.

GBF

GFGI

GL.

G.P.

GYP.

GWB

HB

HDW

HEPA

HGT. OR HT.

HKS

HM

HORIZ.

HVAC

I.D.

I.F.S.

i.e.

IN.

INSUL.

INT.

JT.

JAN.

JST.

K.P.

AND

AT

DIAMETER

ANCHOR BOLT

ARCHITECTURAL BARRIERS ACT

AIR CONDITIONER

ACOUSTICAL CEILING TILE

AMERICAN DISABILITIES ACT

ADJUSTABLE

ABOVE FINISHED FLOOR

ABOVE FLOOR SLAB

AEROSPACE GROUND EQUIPMENT

AIR HANDLING UNIT

ALUMINUM

ANODIZED

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATE OR APPROXIMATELY

ARCHITECTURE, ARCHITECTURAL

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVERAGE

ARCHITECTURAL WOODWORK INSTITUTE

BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC.

BUILDING INFORMATION MODELING

BUILDING

BEAM

BOTTOM OF

BUILT-UP ROOFING

CENTERLINE

CENTERLINE OF TENANT SEPARATION

CAST IN PLACE

CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED

CUBIC FEET PER MINUTE

CONTROL JOINT

CEILING

CLEAR

CLOSET

CEMENTIOUS BACKER BOARD UNIT

CONCRETE MASONRY UNIT

COLUMN

COLUMNS

CONCRETE

CONTINUOUS

DOWNSPOUT

DIAMETER

DOOR

DETAIL

DRAWING

EACH

EXTERIOR FACE OF SHEATHING

EXPANSION JOINT

ELECTRIC, ELECTRICAL

ELEVATION

EDGE OF SLAB

ENGINEER, ENGINEERING

ELECTRICAL PANEL

ETHYLENE PROPYLENE DIENE MONOMER

EQUAL

EQUIPMENT

EMERGENCY ROOF DRAIN

ESTIMATED TRAVEL DISTANCE

ELECTRIC WATER COOLER

EXISTING

EXPANSION, EXPOSED

EXTERIOR

FIRE DAMPER, FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FIRE HOSE CABINET

FINISH, FINISHED

FLOOR

FACE OF

FACE OF BRICK

FACE OF POST

FEET

FOOTING

FIELD VERIFY

FIBER REINFORCED PANEL

GAUGE

GALVANIZED

GYPSUM BOARD FURRING

GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GLASS

GLOSSY PAINT

GYPSUM

GYPSUM WALL BOARD

HOSE BIBB

HARDWARE

HIGH EFFICIENCY PARTICULATE AIR

HEIGHT

HOOKS

HOLLOW METAL

HORIZONTAL

HEATING VENTILATION & AIR CONDITIONING

INSIDE DIAMETER

INTERIOR FACE OF STUD

THAT IS, SUCH AS

INCH, INCHES

INSULATION

INTERIOR

JOINT

JANITOR

JOIST

KICK PLATE

CL

CL

LAM.

LAV.

LB.

LBF

LDG.

LONG.

LT.

LTG.

LRV.

LVT

LVP

MATL.

MAX.

MECH

MEP

MFGR.

MGR.

MIN.

MISC.

M.O.

MOD

MTL

MWP

NO.

N/A

NFPA

N.I.C.

N.T.S.

O.C.

O.D.

OFCI

OPG

OPP.

OSHA

OVHD

PDU

PEMB

P.LAM.

PLYWD.

PNL.

PR.

PRE-FAB

PROJ.

PSF

PSI

PT

PVC

Q.T.

R R.A.F.

R.A.G.

RB

RECEP.

REF

REINF

REQD.

REV.

R.D.

R.O.

SC

SCHED.

SCW

SECT.

S.F.

SFRM

S.G.P.

SQ. IN.

SHT.

SHTS.

SIM.

SPECS

S.S.

SSMR

STC

STD.

STL.

STOR.

STRUCT

SUSP.

SQ.

T&G

TEL.

TG

T.O.

T.O.STL.

T.O.B.

T.O.S.

T.O.SH.

T.O.W.

TYP.

U.F.C.

U.L.

U.O.N.

VCT OR VT

VB

VDC

VERT.

VR

W/ W.C.

WCO

WMP

WD

WWF

YD.

LAMINATE

LAVATORY

POUND

POUND-FORCE

LANDING

LONGITUDINAL

LIGHT

LIGHTING

LOUVER

LUXURY VINYL TILE

LUXURY VINYL PLANK

MATERIAL

MAXIMUM

MECHANICAL

MECHANICAL, ELECTRICAL & PLUMBING

MANUFACTURER

MANAGER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MODIFIED

METAL

METAL WALL PANEL

NUMBER

NOT APPLICABLE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR INSTALLED

OPENING

OPPOSITE

OCCUPATIONAL SAFETY AND HEALTH ACT

OVERHEAD

POWER DISTRIBUTION UNIT

PRE-ENGINEERED METAL BUILDING

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PRE-FABRICATED

PROJECT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT, PRESSURE TREATED

POLYVINYL CHLORIDE

QUARRY TILE

RADIUS

RAISED ACCESS FLOOR

RETURN AIR GRILLE

RUBBER BASE

RECEPTION, RECEPTIONIST

REFRIGERATOR, REFER, REFERENCE

REINFORCING, REINFORCEMENT

REQUIRED

REVISED, REVISION

ROOF DRAIN

ROUGH OPENING

SEALED CONCRETE

SCHEDULE

SOLID CORE WOOD

SECTION

SQUARE FEET

SPRAYED FIRE RESISTIVE MATERIAL

SEMI-GLOSS PAINT

SQUARE INCHES

SHEET

SHEETS

SIMILAR

SPECIFICATIONS

STAINLESS STEEL

STANDING SEAM METAL ROOF

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STORAGE

STRUCTURAL, STRUCTURE

SUSPENDED

SQUARE

TONGUE & GROOVE

TELEPHONE

TEMPERED GLASS

TOP OF

TOP OF STEEL

TOP OF BRICK, TOP OF BEAM

TOP OF STEEL, TOP OF SLAB

TOP OF SHEATHING

TOP OF WALL

TYPICAL

UNITED FACILITIES CRITERIA

UNDERWRITERS LABORATORIES

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

VAPOR BARRIER

VIRTUAL DESIGN & CONSTRUCTION

VERTICAL

VIRTUAL REALITY

WITH

WATER CLOSET

WALL CLEANOUT

WIRE MESH PARTITION

WOOD

WELDED WIRE FABRIC

YARD

PLAN SYMBOLS MATERIAL SYMBOLS

1-HOUR RATED WALL 2-HOUR RATED WALL

3-HOUR RATED WALL SMOKE RATED WALL

BATT INSULATION CONCRETE

EARTH EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER MASONRY - BRICK

PLYWOOD

RIGID INSULATION STEEL

GENERAL NOTES

1. WORK PLANNING AND PHASING: PLANNING AND CONSTRUCTION ACTIVITIES SHALL BE COMPLETED IN ALL REGARDS. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF THE REQUIREMENTS ON THE WORK IN SUCH DETAILS THAT PHASING AND WORK PLANS ACCOMMODATE ALL CONDITIONS AND WORK IN A MANNER ACCEPTABLE TO USACE/AFCEC, AND REQUIRED TO PROTECT BUILDINGS WITHIN THE AFFECTED AREA.

2. CONTRACTOR VERIFICATION: DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE BUILDING OF NEW WORK OR FABRICATING WORK TO BE INSTALLED TO ENSURE THAT THE WORK IS FULLY COORDINATED.

THE CONTRACTOR MAY NOT SCALE THE DRAWINGS. INFORMATION ON THE DRAWINGS WHETHER DIMENSIONED, OR NOT, SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK AND BEFORE PROCUREMENT.

CONTRACTOR FIELD VERIFICATION SHALL BE INCORPORATED INTO SUBMITTAL PRIOR TO SUBMISSION. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND DRAWINGS, OR BETWEEN DRAWINGS OF OTHER DISCIPLINES, REPORT SUCH TO THE OWNER REPRESENTATIVE AND ARCHITECT IMMEDIATELY. DEVELOP RESOLUTION TO EACH POSSIBLE CONFLICT AS APPROVED BY USACE/AFCEC PRIOR TO PROCEEDING WITH THE IMPACTED WORK.

3. WEATHER TIGHT ASSURANCE: AFTER COMPLETION OF CLOSE-IN, AND INTERIOR WORK HAS COMMENCED, MAINTAIN WATERTIGHT CONDITIONS OVER THE BUILDING.

4. COORDINATE WORK WITH USACE/AFCEC TO ASSURE THAT NO INTERRUPTION TO THE GOVERNMENT'S ACTIVITIES OCCURS WITHOUT THE CONTRACTING OFFICER'S PRIOR WRITTEN APPROVAL.

5. SHOP DRAWINGS: SUBMISSION SHALL INCLUDE THE COMPLETION OF FIELD VERIFICATION PRIOR TO THE PREPARTION OF THE SUBMITTALS. USACE/AFCEC OR A/E WILL NOT FIELD VERIFY CONDITIONS FOR THE CONTRACTOR. USACE/AFCEC OR A/E

REVIEW OF SHOP DRAWINGS AND RELATED SUBMISSIONS ASSUMES THAT THE CONTRACTOR HAS ACCOUNTED FOR THE FIELD CONDITIONS IN THE SUBMISSIONS. USACE/AFCEC OR A/E APPROVAL IS NOT VALIDATION THAT FIELD CONDITIONS ARE

ADDRESSED.

6. CLEAN UP: THE CONTRACTOR SHALL PROVIDE THE DAILY CLEANUP OF CONSTRUCTION DEBRIS AS APPROVED BY USACE/AFCEC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF DEBRIS OFF OF THE DEPOT AND FOR PROVIDING

APPROVED DUMPSTERS.

7. DESIGN DRAWINGS: THE CONTRACTOR SHALL UNDERSTAND DRAWINGS COMPLETELY. EACH ASPECT OF THE WORK MAY BE INDICATED ON ONE DISCIPLINE OR INDICATED ON MULTIPLE DISCIPLINES. REVIEW INFORMATION DISCIPLINES AND COMPLETELY FIELD VERIFY CONDITIONS BEFORE IMPACTING EXISTING CONDITIONS OR PROVIDING NEW WORK.

8. ALL WORK TO CONFROM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS.

9. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS, THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO

PROTECT THE PUBLIC AND OWNER'S PERSONNEL DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURES OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

10. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT THE CONCLUSION OF WORK.

11. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR ADDITIONAL INFORMATION FROM OTHER TRADES TO COORDINATE THE REQUIRED SCOPE OF WORK.

12. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. THE OWNER'S REPRESENTATIVE MUST BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING.

13. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK VENEER OR FACE OF METAL STUD, MASONRY OPENING, OR COLUMN CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUDS UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL FOR PLAN LOCATIONS OF LOAD-BEARING ELEMENTS.

14. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE.

15. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION

AND FINISH.

16. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND HAVE MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2".

17. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM FACE OF STUD TO FACE OF STUD DOOR FAME JAMB UNLESS OTHERWISE NOTED.

18. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION BEGINS.

19. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS.

20. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE.

21. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING ON INTERIOR WALLS TO BE FIRE RETARDANT TREATED IN ACCORADANCE

WITH THE SPECIFICATIONS.

22. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES

ARCHITECT'S APPROVAL.

23. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10, AS INDICATED ON LIFE SAFETY DRAWINGS WITH A MAX TRAVEL DISTANCE OF 75'.

24. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE OWNER AND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR

WITH ALL EXISTING UTLITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS.

25. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH THE WORK. SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

26. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER TRADES.

27. ASBESTOS CONTAINING MATERIALS SHALL NOT BE USED ON ANY PROJECT.

STUCCO / E.I.F.S.

GRAVELGRASS

MASONRY - CONCRETE BLOCK

TILE / CARPET

XX

DRAWING TITLE

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

VIEW TITLE

LEVEL HEAD

A101

A1

SIM

DETAIL SECTION

WALL SECTION

BUILDING SECTION CALLOUT HEAD & REGION

A1

A101

SIM

A1

A101

SIM

A1

A101

SIM

A1

A101

SIM

Name Elevation

ROOM NAME

ROOM NAME

150 SF

ROOM TAG ROOM TAG W/ AREA

XXX

DOOR TAG

WINDOW & LOUVER TAG

WALL & CURTAIN WALL TAG

REVISION TAG

VIEW REFERENCE

NORTH ARROW

MATCHLINE

SEE XX/A101

X1

XX

A-101 A-101

ELEVATION - EXTERIOR ELEVATION - INTERIOR

N

KEYNOTE

SPECIALTY EQUIPMENT TAG

XXX

US Army Corps of Engineers ®

SHEET ID

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4" 3' - 4" 1' - 0"

1' - 6"

ALL ROOM SIGNS, LIGHT SWITCHES

AND THERMOSTATS TO BE

LOCATED WITHIN THIS SPACE

UNLESS OTHERWISE NOTED

FINISHED WALL

VERIFY MINIMUM 18" CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR

ACCESSIBLE COMPLIANCE. NOTIFY

CONTRACT OFFICER FOR NON-

COMPLIANCE BEFORE SETTING DOOR

FRAME AND WALL LOCATIONS.

TYP. DOOR JAMB LOCATION

UNLESS DIMENSIONED

OTHERWISE.

MIN.

2' - 0"

3' - 0" MIN.

3' - 8" MIN.

IF

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MIN.

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IF

C

LO

S

E R

A N

D L

A T

C H

P R

O V

ID

E

D

3'

6" M

IN

4'

0" M

IN

4"

MIN.

1' - 0"

MIN.

1' - 6"

5'

0" M

IN

INDICATES

APPROACH

DIRECTION

MIN. REQUIRED CLEAR

WIDTH BETWEEN DOOR (90

DEGREE OPEN POSITION)

AND THE FACE OF WALL

A MINIMUM 3'-0" DOOR IS REQUIRED TO

PROVIDE THE REQUIRED 2'-8" MINIMUM

CLEAR WIDTH @ DOORWAYS

CLEAR

FLOOR

SPACE

90.00°

90.00°

ABA 404.2.4.1

90.00°

90.00°

M

IN

90.00°

.00

M

IN

90.00°

ABA 404.2.6

M

IN

.00

VERIFY MINIMUM 48" CLEARANCE FOR

ACCESSIBLE COMPLIANCE. NOTIFY

CONTRACT OFFICER FOR NON-

COMPLIANCE BEFORE SETTING DOOR

FRAME AND WALL LOCATIONS.

5' - 0" ø

2'

0" 3'

0"

1' - 0" 3' - 0" 1' - 0"

5' - 0"

5'

0"

ABA 304.3.2

W

ID

TH

C

LR

2'

6" M

IN

MAX

2' - 1"

MIN

8"

MIN

11"

M

IN

2'

3"M

IN9"

ABA 306.3

T

O S

P O

U T

M A

X

LE

A

D

IN

G E

D G

E

B .O

ALCOVE WIDTH

48" MIN.

FLOOR SPACE

30" CLR

6" MIN. 11" MIN.

8" MIN.

9" M

IN

M

IN

T O

S P

O U

T

M A

X

ALCOVE DEPTH

24" MAX.

FRONT VIEW SIDE VIEW

ABA 307 & 602

PLAN VIEW SIDE VIEW

B

.O . M

IR

R

O R

M A

X

M

IN

M A

X

9" M

IN

25" MAX

17" MIN.

6" MIN. 11" MIN.

48" MIN.

M

IN

19" MAX.CLEAR

FLOOR

SPACE

R E

F

LE

C T

IV

E

S U

R F

A C

E

M

IN

. T O

T O

P O

F

M A

X

9" M

IN

M A

X

BOTTOM OF SKIRT,

IF APPLICABLE

INSULATE EXPOSED

PIPES

M

IN

FRONT VIEW

BOTTOM OF

REFLECTIVE

SURFACE

ABA 606

(F.E.) (F.E.C.)

T O

P O

F F

.E

M A

X

ABA 305 & 308

STANDARD STALL

M

IN

M

IN

M

IN

M

IN

M

IN

60" MIN.

M

IN

MAX.

12" 42" MIN.

ABA

56" MIN.

FRONT VIEWSIDE VIEW

- 1 9"

MAX.

12" 42" MIN.

54" MIN.

- 3 6"

36" MIN.

12" MIN.

TOILET PAPER LOCATION

16" - 18"

* TOP OF GRAB BARS GRIPPING

SURFACE SHALL NOT EXCEED 36"

8"

250 FT./LB. MIN.

FORCE IN ANY

DIRECTION

PROVIDE 2x WOOD BLOCKING

AS REQUIRED AT GRAB BARS

TO WITHSTAND A DOWNWARD

LOAD OF AT LEAST 250 LBF,

WHEN TESTED ACCORDING TO

METHOD IN ASTM F 446.

CL

CL

NOTE: FLUSH VALVE SHALL BE

LOCATED ON WIDE SIDE OF STALLS

ABA 604.3.1

UFC 1-200-01

ABA 604.5

- 4 8"

PLAN VIEW SIDE VIEW

M

IN

30" MIN.

M A

X

" 44

M

A X

MIN.

13 1/2"

M A

X

RIM EXTENDS

13 1/2" FROM

WALL MIN.

M A

X

FRONTVIEW

ABA 605.2

M

A X

TOILET ACCESSORIES

HAND DRYER

SANITARY NAPKIN

DISPENSER

GARMENT

HOOK

SOAP DISPENSER

PAPER TOWEL

DISPENSER

COMBO TOWEL/

WASTE UNIT

17" - 25"

M

IN

M

A X

BABY CHANGING

STATION

M

A X

M A

X

ABA 305 & 308

PLAN VIEW SIDE VIEW

36"

MAX.

1 1/2" 4" MAX.

36" MIN.

M

IN

M A

X

1/

2"18

M

IN

CONTROL

WALL

SEAT WALL

MAX.

4"

M A

X

M

IN

M A

X

M A

X

CONTROLS &

HAND SHOWER

ACCESSIBLE TRANSFER TYPE SHOWER

36x48 CLEAR

FLOOR SPACE

60" TURNING

SPACE

ABA 608.2.1 ABA 608.5.1

MAX

2' - 0"

MIN

4' - 0"

MAX

2' - 0"

C L E

A R

M

IN

C L E

A R

M

IN

4' - 0"

2'

6"

ABA 403.5.1ABA 305.3

8" 8" 8" 8" 8" 8" 8" 8"

8"

8" 8"

COUNTER DEPTH

24" MAX.

COUNTER & UNDERCOUNTER

OVER COUNTER

OUTLET

COMMON POWER

DATA/ AV CLUSTER

ISOLATED GROUND

POWER OR TELEPHONE

TYPICAL POWER GROUPING

ABOVE MILLWORK

PROVIDE GROMMETS

@ EACH GROUPING

WORK-SURFACE

TYPICAL POWER GROUPING

BELOW MILLWORK

PROVIDE GROMMET HOLE

@ EACH. GROUP

UNDER COUNTER OUTLET

8"

" 8" 8"

TYPICAL POWER GROUPING

COMMON POWER

DATA

ISOLATED GROUND

POWER OR PHONE

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL PHONE /

THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM

GROUPINGS AT CORNERS

EDGE OF WALL

VISUAL ALARM/

STROBE

8" 6"

6"

EQ EQ

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL PHONE / THERMOSTAT /

SWITCH / OUTLET / VISUAL ALARM

GROUPINGS BETWEEN DOORS,

COLUMNS AND OPENINGS

WALL, COLUMN

OR OPENING

VISUAL ALARM/

STROBE

THERMOSTAT

6" 7"

TYPICAL PHONE / THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM GROUPINGS AT

DOORS AND OPENINGS

VISUAL ALARM/ STROBE

LIGHT SWITCH

ABA 305 & 308

US Army Corps of Engineers ®

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

F1

DOOR CLEARANCES

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

F8

TURNING CLEARANCE

SCALE: 3/8" = 1'-0"

F9

TOE & KNEE CLEARANCE

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

D1

ELECTRIC WATER COOLER

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

D3

LAVATORIES

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

B6

FIRE EXTINGUISHERS

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

D6

TOILET STALLS & GRAB BARS

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

D9

URINALS

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

B1

TOILET ACCESSORIES

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

B4

SHOWER STALLS

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

B8

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

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

A1

POWER GROUPING

POWER/DATA GROUPING

MOUNTING GUIDELINES

PLUMBING FIXTURES

CLEARANCE

SCALE: = 1'-0"

0 4 84

1/4"

3 FT CLEAR ABA

CIRCULATION PATH TO ALL

ACCESSIBLE SPACES AND

EXITS

124B

124C

151 156 157

149C

149A

150A150B

124A

141142143

117118

120 119

149B

124D

ABA ACCESS PATH, TYP.

ABA PLAN LEGEND

GENERAL NOTES

A. FACILITY IS DESIGNED TO MEET UFC 1-200-01 ABA ACCESSIBLITY

STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES.

3' -0

W

US Army Corps of Engineers ®

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A-003

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SCALE: 1" = 20'-0"

A1

ABA ACCESS PLAN

0 40' 60'20'

SCALE: 1"= 20'

N

ROOM NO. SCHEDULE -...

ROOM NO. ROOM NAME

141 PANEL SPRAY ROOM

142 BONDING/LAYUP AREA

143 DAMAGE REMOVAL/PREPARATION AREA

144 HALLWAY

145 UNISEX RR

146 UNISEX RR

147 JAN.

148 METALS TECH STAFF

149A METALS TECH SHOP - MACHINE

149B METALS TECH SHOP - WELD

149C CTK

150 HALLWAY

150A MEN SHOWER/ LOCKER

150B WOMEN SHOWER/ LOCKER

151 MECH ROOM

152 HALLWAY

153 ELECTRIC

154 COMM

155 RR

156 OFFICE

157 STORAGE

158 WASHRACK

ROOM NO. SCHEDULE -...

ROOM NO. ROOM NAME

122 MEN SHWR

123 MEN CLEAN LOCKER ROOM

124A LO HALLWAY

124B LO HALLWAY

124C LO HALLWAY

124D LO HALLWAY

125 FILTER ROOM

126 LO BAY 1

127 OPEN STORAGE

128 LO BAY 2

129 FILTER ROOM

130 HAZMAT STG/DISPENSARY

131 LO BAY 3

132 FILTER ROOM

133 MECHANICAL

134 ELECTRIC

135 FIRE

136 LO UNISEX RR

137 JAN

138 LO UNISEX RR

139 LO COMM

140 HOPPER

ROOM NO. SCHEDULE -...

ROOM NO. ROOM NAME

100 VEST

101 ADMIN HALLWAY

102 COMPUTER ROOM

103 LO/CRF STAFF

104 TELEPHONE

105 TELEPHONE

106 FABRICATIONS FLIGHT

107 CONFERENCE ROOM

108 AIR SHOWER

109 STORAGE

110 COMM

111 ELEC

112 JAN

113 WOMEN RR

114 MEN RR

115 BREAK ROOM

116 AIR SHOWER

117 LAUNDRY / RESPIRATOR ROOM

118 WOMEN DIRTY LOCKER ROOM

119 WOMEN SHWR

120 WOMEN CLEAN LOCKER ROOM

121 MEN DIRTY LOCKER ROOM

1955 SF

PANEL SPRAY ROOM

1956 SF

BONDING/LAYUP AREA

1938 SF

DAMAGE

REMOVAL/PREPARATION

AREA

142B143B 141B

141E142E

143A 142C 141C

142D 141D

143C 142A 141A

1844 SF

OPEN STORAGE

127A 127B

127C

EGRESS ONLY DOOR

WITH ALARM. NO

EXTERIOR HARDWARE

SECURE AREAS LEGEND & SHEET NOTES

OPEN SECURE STORAGE AREA

LEGEND

A. ALL OPEN SECURE STORAGE AREA WALLS, FLOOR AND ROOFS SHALL BE OF PERMANENT CONSTRUCTION MATERIALS THAT OFFER RESISTANCE TO AND EVIDENCE OF UNAUTHORIZED ENTRY FOLLOWING GUIDANCE

IAW DODM 5200.01 VOLUME 3.

B. ALL SECURE PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO CEILING. ENTIRE WALL ASSEMBLY SHALL BE FINISHED AND PAINTED FROM FLOOR TO CEILING. SEAL PARTITION CONTINUOUSLY WITH ACOUSTICAL FOAM OR SEALANT (BOTH SIDES) AND FINISHED TO MATCH WALL WHEREVER IT ABUTS ANOTHER ELEMENT SUCH AS THE FLOOR, CEILING, WALL, COLUMN OR MULLION. UNIFORMLY FINISH WALL FROM TRUE FLOOR TO

TRUE CEILING.

C. ANY ELECTRICAL OR COMMUNICATIONS OUTLETS REQUIRED ON THE PERIMETER WALL OF THE SECURED

SPACE SHALL BE SURFACE MOUNTED.

D. ALL DOORS WITHIN THE SECURE AREA SHALL BE PROTECTED WITH SECURITY ALARMS. NO WINDOWS ARE

PROVIDED WITHIN THE SECURE AREAS FOR SECURITY PURPOSES.

E. LIMIT ROOF, WALL AND FLOOR PENETRATIONS IN SECURE AREAS.

F. SEE PARTITION TYPE DETAILS FOR MORE INFORMATION.

G. REFER TO AND COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL SECURITY

REQUIREMENTS.

GENERAL SHEET NOTES

US Army Corps of Engineers ®

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SCALE: 1/16" = 1'-0"

A1

PARTIAL SECURE PLAN - AREA A

SCALE: 1/16" = 1'-0"

D1

PARTIAL SECURE PLAN - AREA B

SCALE: = 1'-0"

0 16 3216

1/16"

N

KEY PLAN

N

KEY PLAN

FMCP FSCP

O

F O

AA

A

A

RTP

A

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LOC

1ST FLOOR

100' - 0"

T.O. LO BAY WALL

132' - 6"

M

IN

MIN.

11' - 0"

MIN.

11' - 0"

B5

A-005

MIN.

11' - 0"

M

IN

MIN.

11' - 0"

MIN.

11' - 0"

MIN.

11' - 0"

M

IN

MIN.

11' - 0"

MIN.

11' - 0"

M

IN

A1

A-305

1ST FLOOR

100' - 0"

T.O. LO BAY WALL

132' - 6"

A1

A-005

MIN.

10' - 0"

M

IN

MIN.

12' - 0"

AIRCRAFT CLEARENCES. ALL

REQUIRED CLEAR DIMENSIONS

ARE MINIMUM PER UFC

4-211-01, TABLE 2-1 MINIMUM

AIRCRAFT BAY CLEARANCES

(AIR FORCE)

DUCTWORK BEYOND

A1

A-005

B5

A-005

'-0

M

IN

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4"

72' - 0"

11'-0" MIN.11'-0" MIN.

'-0

M

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F-22 N.I.C.

US Army Corps of Engineers ®

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A1

AIRCRAFT CLEARANCE SECTION - NORTH SOUTH

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

B5

AIRCRAFT CLEARANCE SECTION - EAST WEST - TYP. LO BAY

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

B1

AIRCRAFT CLEARANCE PLAN - TYP. LO BAY

SCALE: = 1'-0"

0 8 168

1/8"

0 40' 60'20'

SCALE: 1"= 20'

PARTITION TYPES GENERAL NOTES

A. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS,

TAPE & SEAL WITH FIRE STOPPING SEALANT, WHERE STRUCTURAL MEMBERS

PENETRATE FIRE-RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING

SEALANT.

B. PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR INSTALLATION OF

EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET ACCESSORIES, TOILET

PARTITIONS, WALL AND BASE CABINETS, ACCESS PANELS, ELECTRICAL AND FIRE

PROTECTION SYSTEM PANELS, UNLESS OTHERWISE NOTED

C. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

D. REFERENCE DRAWINGS FLOOR PLANS A-101 THRU A-101E FOR PARTITION TYPE

LOCATIONS.

E. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 16'-0" IN HEIGHT.

F. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM) OR AS STC-50 (MINIMUM) SHALL

BE SUBJECT TO TESTING TO DETERMINE STC VALUES. STC (SOUND TRANSMISSION

CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH FREQUENCIES FROM

125-4000Hz.

G. SEE DRAWING A-009 - A-010 FOR TYPICAL PENETRATION DETAILS THROUGH FIRE-

RATED PARTITIONS.

H. FOR ALL GYPSUM BOARD PARTITIONS DESIGNATED AS STC-45, AT MINIMUM, PROVIDE

ONE LAYER OF MINIMUM THICKNESS 5/8" TYPE "X" DRYWALL APPLIED TO EACH SIDE

OF 3-5/8" METAL STUDS MAXIMUM 24" O.C. WITH 1" TYPE "S" DRYWALL SCREWS 4" O.C.

TO EDGE OF VERTICAL JOINTS AND 12" O.C. TO INTERMEDIATE STUD. ADDITIONAL

FACE LAYER (OR LAYERS IF 2 LAYERS APPLIED EACH SIDE FOR STC-50 WALLS) OF 5/8"

TYPE "X" DRYWALL APPLIED ON ONE OR BOTH SIDES WITH LAMINATING COMPOUND

AND ATTACHED WITH 1-3/8" TYPE "S" DRYWALL SCREWS 8" O.C. TO EDGES AND SIDES

AND 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C. EACH LAYER AND

SIDE. MINIMUM 3-1/2" OF GLASS FIBER INSULATION IN CAVITY.

I. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT

GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL.

J. AT PENETRATIONS OF STC RATED WALLS, WHERE FIRE STOPPING SEALANT IS NOT

REQUIRED, PROVIDE LOW PRESSURE SELF-EXPANDING FOAM SEALANT TO

ELIMINATE FLANKING PATHWAYS FOR SOUND.

K. ALL SECURE PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO CEILING. SEAL

PARTITION CONTINUOUSLY WITH ACOUSTICAL FOAM OR SEALANT (BOTH SIDES) AND

FINISHED TO MATCH WALL WHEREVER IT ABUTS ANOTHER ELEMENT SUCH AS THE

FLOOR, CEILING, WALL, COLUMN, OR MULLION. UNIFORMLY FINISH WALL FROM TRUE

FLOOR TO TRUE CEILING. SEE SHEET A-004.

L. SEE SHEET A-008 FOR ADDITIONAL WALL INFORMATION.

LEGEND:

INDICATES TYPE OF PARTITION :

F = FURRING METAL STUD

S = METAL STUD

M = MASONRY

S 1 A

INDICATES VARIATION OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE

SAME STRUCTURE, AND

VARYING PROPERTIES

PARTITION TYPE SYMBOL

BASE

PLAN

HEAD

CEILING

GWB OR CBU - BOTH SIDES,

SEE SCHEDULE BELOW

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, NO EXCEPTIONS

SCHEDULED WALL BASE

SCHEDULED CEILING

SEE HEAD DETAIL IN

SCHEDULE BELOW

SOUND ATTENUATION

BATT WHERE SCHEDULED

METAL STUD BRACE TO STRUCTURE @ 48"

O.C. MAX. ALTERNATING SIDES

TYPE FIRE RATING STC FILL

FRAME

S2A

UL TYPE SIZE

SIDE A

TYPE SIZE

SIDE B

TYPE SIZE HEAD BASE COMMENTS

GWB OR CBU AS NOTED

METAL STUDS

CEILING - SEE FINISH

SCHEDULE, PROVIDE

40+ CAC ACT IN

ACCOUSTICALLY

SENSITIVE SPACES.

M

IN

F.F.L.

DECK ABOVE

SOUND ATTENUATION

BATT WHERE SCHEDULED

STUD BRACE TO

STRUCTURE @ 4'-0" O.C.

GWB OR CBU AS NOTED

METAL STUDS

CEILING - SEE FINISH SCHEDULE

F.F.L.

DECK ABOVE

SOUND ATTENUATION BATT

WHERE SCHEDULED

SEAL UNDERSIDE OF

DECK - BOTH SIDES

TYPE FIRE RATING STC FILL

FRAME

S1A -- 40

S1B -- 40

S1C -- --

S1D -- 40

RESILIENT JOINT W/

NON-HARDENING

SEALANT

UL TYPE SIZE

20 GA 3 5/8"SND ATT.

SND ATT.

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE

5/8"GWB

HEAD BASE COMMENTS

S1E

S1F

S1G

S1H

S1J

SND ATT.

SND ATT.

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

6"

3 5/8"

3 5/8"

3 5/8"

3 5/8"

6"

6"

6"

GWB

GWB

GWB

CBU

GWB

GWB

GWB

CBU

5/8"

5/8"

5/8"

5/8"

1/2"

5/8"

1/2"

5/8"

5/8"

5/8"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

GWB

GWB

CBU

CBU

CBU

CBU

CBU

CBU

TYPE FIRE RATING STC FILL

FRAME

S3A -- -

S3B -- -

UL TYPE SIZE

20 GA 3 5/8"

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE

5/8"GWB

HEAD BASE COMMENTS

20 GA 3 5/8" GWB 5/8" 1/2"CBU

BASE

PLAN

HEAD

CEILING

BASE

PLAN

HEAD

CEILING

BASE

PLAN

HEAD

CEILING

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, WHERE REQUIRED FOR

SOUND ATTENUATION

SCHEDULED WALL BASE

SCHEDULED CEILING

SEE HEAD DETAIL IN SCHEDULE

BELOW

SOUND ATTENUATION BATT WHERE

SCHEDULED

METAL STUD BRACE @ 48"

O.C. MAX. EXTEND BRACE

AND SECURE TO ADJACENT

STUD WALL, STEEL COLUMN

OR CONCRETE WALL

GWB OR CBU, SEE SCHEDULE

BELOW

TYPE FIRE RATING STC FILL

FRAME

F1A -- 40

F1B -- --

F1C -- --

F1D -- --

UL TYPE SIZE

20 GA 3 5/8"SND ATT.

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE HEAD BASE COMMENTS

F1E --

20 GA

20 GA

20 GA

20 GA

6"

3 5/8"

3 5/8"

GWB

GWB

GWB

CBU

5/8"

5/8"

5/8"

1/2"--

1 1/2"

SMOKE PARTITION

SMOKE PARTITION

F.F.L.

F.F.L.

HOLD GWB 1/2" OFF

FINISH FLOOR TYPICAL,

NO EXCEPTIONS

3 5/8" METAL STUD BRACE TO STRUCTURE

@ 48" O.C. MAX. ALTERNATING SIDES

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, NO EXCEPTIONS

NOT USED

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

D7

D7

D7

D7

D7

D7

D7

D7

D7

D5

D5

D3 SIM.

D3 SIM.

D3 SIM.

D3 SIM.

D3 SIM.

SEAL PENETRATIONS

SEAL PENETRATIONS

SEAL PENETRATIONS

SEAL PENETRATIONS

NOTE: PROVIDE FACTORY-LAMINATED SOUND DAMPENING GYPSUM WALL BOARD ON INTERIOR SIDE OF ROOMS 102 AND 107, AT PARTITIONS TYPES 'S1A' AND 'S1F', FOR A MINIMUM STC RATING OF 50.

RESILIENT JOINT WITH NON-HARDENING SEALANT

RESILIENT JOINT WITH NON-

HARDENING SEALANT

SEAL PENETRATIONS

US Army Corps of Engineers ®

SHEET ID

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BIM 360://3012011031_F22 LOW OBSERVABLE FACILITY LOCRF/3012011031_LOCRF_A_R19.rvt

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PARTITION TYPES GENERAL NOTES

A. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS,

TAPE & SEAL WITH FIRE STOPPING SEALANT, WHERE STRUCTURAL MEMBERS

PENETRATE FIRE-RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING

SEALANT.

B. PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR INSTALLATION OF

EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET ACCESSORIES, TOILET

PARTITIONS, WALL AND BASE CABINETS, ACCESS PANELS, ELECTRICAL AND FIRE

PROTECTION SYSTEM PANELS, UNLESS OTHERWISE NOTED

C. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

D. REFERENCE DRAWINGS FLOOR PLANS A-101 THRU A-101E FOR PARTITION TYPE

LOCATIONS.

E. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 16'-0" IN HEIGHT.

F. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM) OR AS STC-50 (MINIMUM) SHALL

BE SUBJECT TO TESTING TO DETERMINE STC VALUES. STC (SOUND TRANSMISSION

CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH FREQUENCIES FROM

125-4000Hz.

G. SEE DRAWING A-009 - A-010 FOR TYPICAL PENETRATION DETAILS THROUGH FIRE-

RATED PARTITIONS.

H. FOR ALL GYPSUM BOARD PARTITIONS DESIGNATED AS STC-45, AT MINIMUM, PROVIDE

ONE LAYER OF MINIMUM THICKNESS 5/8" TYPE "X" DRYWALL APPLIED TO EACH SIDE

OF 3-5/8" METAL STUDS MAXIMUM 24" O.C. WITH 1" TYPE "S" DRYWALL SCREWS 4" O.C.

TO EDGE OF VERTICAL JOINTS AND 12" O.C. TO INTERMEDIATE STUD. ADDITIONAL

FACE LAYER (OR LAYERS IF 2 LAYERS APPLIED EACH SIDE FOR STC-50 WALLS) OF 5/8"

TYPE "X" DRYWALL APPLIED ON ONE OR BOTH SIDES WITH LAMINATING COMPOUND

AND ATTACHED WITH 1-3/8" TYPE "S" DRYWALL SCREWS 8" O.C. TO EDGES AND SIDES

AND 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C. EACH LAYER AND

SIDE. MINIMUM 3-1/2" OF GLASS FIBER INSULATION IN CAVITY.

I. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT

GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL.

J. AT PENETRATIONS OF STC RATED WALLS, WHERE FIRE STOPPING SEALANT IS NOT

REQUIRED, PROVIDE LOW PRESSURE SELF-EXPANDING FOAM SEALANT TO

ELIMINATE FLANKING PATHWAYS FOR SOUND.

K. ALL SECURE PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO CEILING. SEAL

PARTITION CONTINUOUSLY WITH ACOUSTICAL FOAM OR SEALANT (BOTH SIDES) AND

FINISHED TO MATCH WALL WHEREVER IT ABUTS ANOTHER ELEMENT SUCH AS THE

FLOOR, CEILING, WALL, COLUMN, OR MULLION. UNIFORMLY FINISH WALL FROM TRUE

FLOOR TO TRUE CEILING. SEE SHEET A-004.

L. SEE SHEET A-008 FOR ADDITIONAL WALL INFORMATION.

LEGEND:

INDICATES TYPE OF PARTITION :

F = FURRING METAL STUD

S = METAL STUD

M = MASONRY

S 1 A

INDICATES VARIATION OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE

SAME STRUCTURE, AND

VARYING PROPERTIES

PARTITION TYPE SYMBOL

F.F.L.

TYPE FIRE RATING STC FILL

FRAME

M1A 1 HR 46

M1B --

M1C 1 HR 46

M1D -- --

UL TYPE SIZE

CMU 12"

HEAD BASE COMMENTS

M1E

M1F

CMU 12"

8"

8"

CMU

CMU

CMU

CMU

8"

12" SMOKE PARTITION W/ AIR BARRIER AS REQUIRED.

SMOKE PARTITION

CMU WALL

COMPRESSIBLE

FILLER

ACOUSTIC SEALANT

BASE

PLAN

F.F.L.

TYPE FIRE RATING STC FILL

FRAME

M2A -- 58

UL TYPE SIZE

CMU/20GA 8" / 2 1/2"

SIDE B

TYPE SIZE HEAD BASE COMMENTS

-- SND ATT.

HEAD

GWB 5/8"

ACOUSTIC SEALANT OR FIRE/SMOKE SEALANT

MATERIALS AND DETAILS AS NECESSARY

DEFLECTION TRACK AND SEALANT MATERIALS

AND DETAILS AS NECESSARY

COMPRESSIBLE FILLER

ACOUSTIC SEALANT

NORMAL WEIGHT CONCRETE BLOCK WITH

EXPOSED SIDE SEALED (EPOXY PAINT OR SIM.)

1" (25MM) UNBRIDGED AIR SPACE W/ NO

CONNECTION OR CONTACT BTWN CMU & STUDS

METAL STUDS AT GAUGE & DEPTH AS NEEDED

FOR DEFLECTION & PROJ. REQUIREMENTS

1-LAYER GWB

FULL STUD DEPTH BATT INSULATION

METAL STUDS ATTACHED TO RUNNER TRACK

RUNNER TRACK SEALED AND ATTACHED TO SLAB

ACOUSTIC SEALANT OR FIRE/SMOKE SEAL

F.F.L.

CEILING - SEE

FINISH SCHEDULE

DECK ABOVE

4" CMU WALL

TYPE FIRE RATING STC FILL

FRAME

M3A -- --

UL TYPE SIZE

CMU 4"

HEAD BASE COMMENTS

BASE

PLAN

HEAD

BASE

PLAN

HEAD

CEILING

WALL BASE WHERE SCHEDULED

WALL BASE WHERE SCHEDULED

8" M

IN

SUPPORT CLIPS TO

BACKING WALL (TYP)

WALL BASE WHERE SCHEDULED

BACKING WALL

VARIES

SMOKE PARTITION, SEAL PENETRATIONSA3

A3

A5

A5

A5

A5

A5/D1

NOTE:

LO BAYS, WASH BAY AND MECHANICAL ROOM CMU WALLS TO BE…

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