02_-_Project_Drawings.pdf
PDF 20 MB Posted
- Attached to
- Repair Environmental Back Shops Federal contract opportunity
- Solicitation number
- FA487718B0002
About this file
2. Project Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI_Responses-Rpr_Environmental_Back_Shops.pdf | ||
| Site_Visit_Meeting_Minutes.pdf | ||
| FA487718B00020001_-_Amendment_0001.pdf | ||
| 01_-_Project_Specifications.pdf | ||
| 09_-_Contract_Security_Requirements.pdf | ||
| 08_-_Special_Instruction.pdf | ||
| 07_-_WD_AZ180033__5_Jan_2018__AZ33.pdf | ||
| 04_-_AF_Form_66.pdf | ||
| 03_-_ColorBoard.pdf | ||
| FA487718B0002.pdf | ||
| 06_-_DMAFB_2017_Design_Compatibility_Guidelines_2017.pdf | ||
| 05_-_AF_Form_3052.xlsx | XLSX spreadsheet |
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Text version
RPR/CNS BACK SHOPS
ENVIRONMENTAL SYSTEMS, FAC 5045
FBNV 130026
AT
DAVIS-MONTHAN
AIR FORCE BASE, ARIZONA
ENGINEERS
CIVIL
DEPARTMENT
FIRE
CONTRACTING
OFFICE
SITE
PROJECT
HAUL
ROUTE
SWAN
GATE
CRAYCROFT GATE;
VISITOR CONTROL
CENTER
G-001
\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16030\CAD\SheetFiles\G-001.dwg
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CONSTRUCTION NOTES:
AutoCAD SHX Text EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS OF ALL EXISTING FACILITIES AND UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ARIZONA BLUESTAKE (1-800-782-5348) ALLOWING TW0 (2) WORKING DAYS ADVANCE NOTICE IN ORDER THAT UNDERGROUND TELEPHONE CABLES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION SO AS NOT TO IMPEDE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL CONTACT THE BASE ENGINEER (520-228-8999) ALLOWING TEN (10) WORKING DAYS ADVANCE NOTICE FOR ALL OTHER UNDERGROUND UTILITY LOCATIONS. SUBMIT AF 103 (DIG PERMIT) THROUGH THE 355 CES; ALLOW TWENTY ONE (21) DAYS TO PROCESS AF 103.
AutoCAD SHX Text THE PRIMARY HAUL ROUTE FOR THIS PROJECT IS THROUGH THE SWAN GATE AND EAST ON SUNGLOW ROAD AS SHOWN. THIS GATE IS NORMALLY OPEN FROM 0600 TO 1800 DAILY, MONDAY THRU FRIDAY. IT IS NOT OPEN AT NIGHT OR ON WEEKENDS, HOLIDAYS, NOT OPEN AT NIGHT OR ON WEEKENDS, HOLIDAYS, OPEN AT NIGHT OR ON WEEKENDS, HOLIDAYS, OR MILITARY "DOWN DAYS". IF THE CONTRACTOR IS PERMITTED TO WORK ON DAYS THAT THE SWAN GATE IS CLOSED, HE WILL BE REQUIRED TO USE THE CRAYCROFT GATE. VISITOR CONTROL CENTER HOURS OF OPERATION: 0700-1600 HRS
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HAUL ROUTE NOTE:
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TUCSON
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PHOENIX
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NOT TO SCALE
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NOT TO SCALE
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DMAFB
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VALENCIA
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ALVERNON
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ALVERNON
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SWAN
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CRAYCROFT
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WILMOT
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KOLB
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GOLF LINKS
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TUCSON, ARIZONA
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SWAN GATE
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ENTRANCE
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AutoCAD SHX Text I-10
AutoCAD SHX Text I-19
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SCALE: 1"=800'
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APPROVED
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BY
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DESCRIPTION
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DATE
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REVISION
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FIRE DEPARTMENT
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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CASA GRANDE
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MESA STREET
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PHOENIX STREET
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YUMA STREET
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PICACHO STREET
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ALAMO AVENUE
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ORD STREET
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WASHINGTON AVENUE
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CASS AVENUE
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ALBRO BLVD
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AMERICAN AVENUE
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MITCHELL AVENUE
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DAVENPORT
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SKYLINE
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DRIVE
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CHAPTER
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HYDER DRIVE
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ALBRO BLVD
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NATIONAL BLVD
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QUIJOTA BLVD
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MARDON DRIVE
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PHANTOM DRIVE
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DRIVE
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TRACKER
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DRIVE
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NEPTUNE
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CIRCLE
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RAMSGATE ROAD
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CASA GRANDE
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GLCM AVENUE
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GOLF LINKS ROAD
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SUNGLOW ROAD
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JEDDITO STREET
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STREET
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IRONWOOD
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STREET
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FLORA
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EL DORADO STREET
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FIRST
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TEMPE ST
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STREET
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WINSLOW ST
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FLAGSTAFF ST
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DOUGLAS ST
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PHOENIX
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STREET
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YUMA
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NUGGAT STREET
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MADERA
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STREET
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KACHINA
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EIGHTH STREET
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SEVENTH
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SIXTH
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FIFTH
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STREET
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STREET
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STREET
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SIXTH
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CRAYCROFT ROAD
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CRAYCROFT
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COMMUNITY CENTER ROAD
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STREET
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SEVENTH
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STREET
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AVENUE
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FOURTH
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STREET
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FOURTH
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THIRD
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STREET
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SECOND
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STREET
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DURANGO
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STREET
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COMANCHE
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STREET
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BOLA
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STREET
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ARIZOLA
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TENTH STREET
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QUIJOTA BLVD
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ORD STREET
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ELEVENTH STREET
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TENTH STREET
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KACHINA STREET
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LIBRE STREET
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JEDDITO STREET
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HINDEN BLVD
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ELEVENTH STREET
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AIRFIELD LIGHTING
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FIFTH
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STREET
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SUNGLOW ROAD
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GOLF LINKS ROAD
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ZAPPER AVE.
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FALCON ST.
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JAMMER WAY
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HERKY BLVD.
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YUMA STREET
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AIRFIELD BARRIER MAINTENANCE
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KACHINA ST
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FIRST STREET
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COVER SHEET
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TCL
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IRONWOOD STREET
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GRANITE STREET
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DATE
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DATE
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DATE
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DATE
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FIRE DEPARTMENT
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CEC
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APPROVED CE
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CHECKED PROJ. ENGR.
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DRAWN BY
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PROJECT NO.
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DRAWING NO.
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DATE
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DATE
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DATE
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DATE
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SCALE:
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OF
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DATE
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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01 SEP 17
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06 SEP 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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DATE
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DATE
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DATE
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
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FOR CONSTRUCTION
SHEET INDEX
REF SHT
NUMBER
SHEET
NUMBER
SHEET TITLE
PLUMBING
P-001 35 PLUMBING NOTES AND LEGENDS
PD-101 36 PLUMBING DEMOLITION PLAN - AREA A
PD-102 37 PLUMBING DEMOLITION PLAN - AREA B
P-101 38 PLUMBING PLAN - AREA A
P-102 39 PLUMBING PLAN - AREA B
P-601 40 PLUMBING SCHEDULES
P-901 41 PLUMBING RISER DIAGRAM
FIRE PROTECTION
FP-001 42 LIFE SAFETY PLAN
FP-101 43 LIFE SAFETY PLAN
FP-102 44 FIRE ALARM PLAN - AREA A
FP-103 45 FIRE ALARM PLAN - AREA B
FP-104 46 FIRE ALARM DETAILS
ELECTRICAL
E-001 47 ELECTRICAL NOTES & LEGEND
ED-101 48 LIGHTING DEMOLITION PLAN - AREA A
ED-102 49 LIGHTING DEMOLITION PLAN - AREA B
ED-103 50 POWER DEMOLITION PLAN - AREA A
ED-104 51 POWER DEMOLITION PLAN - AREA B
ED-601 52 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM
E-101 53 ELECTRICAL LIGHTING PLAN - AREA A
E-102 54 ELECTRICAL LIGHTING PLAN - AREA B
E-103 55 ELECTRICAL POWER PLAN - AREA A
E-104 56 ELECTRICAL POWER PLAN - AREA B
E-191 57 ELECTRICAL LIGHTNING PLAN - AREA A
E-192 58 ELECTRICAL LIGHTNING PLAN - AREA B
E-501 59 ELECTRICAL DETAILS
E-502 60 ELECTRICAL DETAILS
E-503 61 ELECTRICAL DETAILS
E-504 62 ELECTRICAL DETAILS
E-601 63 ELECTRICAL ONE-LINE DIAGRAM
E-602 64 ELECTRICAL PANEL SCHEDULES
E-603 65 ELECTRICAL PANEL SCHEDULES
E-604 66 ELECTRICAL PANEL SCHEDULES
G-002
SHEET INDEX
REF SHT
NUMBER
SHEET
NUMBER
SHEET TITLE
GENERAL
G-001 1 COVER SHEET
G-002 2 SHEET INDEX
G-003 3 PHASING PLAN
CIVIL
C-101 4 SITE PLAN
STRUCTURAL
S-101 5 MECHANICAL EQUIPMENT SUPPORT FRAMING
ARCHITECTURAL
A-001 6
ABBREVIATIONS, GENERAL NOTES, SYMBOLS
AD-101 7 FLOOR PLAN - DEMOLITION - AREA A
AD-102 8 FLOOR PLAN - DEMOLITION - AREA B
A-101 9 FLOOR PLAN - AREA A
A-102 10 FLOOR PLAN - AREA B
A-103 11 REFLECTED CEILING PLAN - AREA A
A-104 12 REFLECTED CEILING PLAN - AREA B
A-401 13 ENLARGED FLOOR PLANS
A-402 14 INTERIOR ELEVATIONS
A-501 15 INTERIOR DETAILS
A-601 16 FINISH SCHEDULE
A-602 17 SIGNAGE SCHEDULE
MECHANICAL
M-001 18 MECHANICAL LEGEND AND NOTES
MD-101 19 MECHANICAL DEMOLITION PLAN - AREA A
MD-102 20 MECHANICAL DEMOLITION PLAN - AREA B
M-101 21 MECHANICAL PLAN - AREA A
M-102 22 MECHANICAL PLAN - AREA B
M-501 23 MECHANICAL DETAILS
M-502 24 MECHANICAL DETAILS
M-503 25 MECHANICAL DETAILS
M-601 26 MECHANICAL SCHEDULES
M-602 27 MECHANICAL SCHEDULES
M-901 28 MECHANICAL CONTROLS
M-902 29 MECHANICAL CONTROLS
M-903 30 MECHANICAL CONTROLS
M-904 31 MECHANICAL CONTROLS
M-905 32 MECHANICAL CONTROLS
M-906 33 MECHANICAL CONTROLS
M-907 34 MECHANICAL CONTROLS
\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16030\CAD\SheetFiles\G-002 - DRAWING INDEX.dwg
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SHEET INDEX
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TCL
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DATE
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DATE
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DATE
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DATE
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DATE
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FIRE DEPARTMENT
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CEC
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APPROVED CE
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CHECKED PROJ. ENGR.
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DRAWN BY
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PROJECT NO.
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DRAWING NO.
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DATE
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DATE
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DATE
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DATE
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SCALE:
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OF
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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01 SEP 17
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06 SEP 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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DATE
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DATE
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DATE
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
M A
T C
H
L I N
E
MACHINE SHOP
NICAD BATT LEAD BATT
BATTERY
OFFICE
MECH
ROOM
SHEET METAL SHOP SHEET METAL SHOP
TESTING SHOP
RECOVERY ROOMTOOL STORAGEELECTRONICS SHOPS
BREAK ROOM
WELDING METAL TECH
BREAK ROOMLOCKERS
CONF
OFFOFFOFFOFF GERBER
POWER
MECH
PHASE B1
PHASE A1
OFF OFF
OFF
ADMIN
MENS
WOMENS
OFF
PHASE A2
MACHINE SHOP
NICAD BATT LEAD BATT
BATTERY
OFFICE
MECH
ROOM
SHEET METAL SHOP SHEET METAL SHOP
TESTING SHOP
RECOVERY ROOMTOOL STORAGEELECTRONICS SHOPS
BREAK ROOM
WELDING METAL TECH
BREAK ROOMLOCKERS
CONF
OFFOFFOFFOFF GERBER
POWER
PHASE B2
OFF OFF
OFF
M A
T C
H
L I N
E
ADMIN
MENS
WOMENS
OFF
PHASING LEGEND
PHASE A1
PHASE A2
PHASE B1
PHASE B2
G-003
BUILDING 5045
CONSTRUCTION PHASE - 11
SCALE: 1/8"=1'-0"
N
BUILDING 5045
CONSTRUCTION PHASE - 2
SCALE: 1/8"=1'-0"
N
KEY PLAN
N
AREA A AREA B
PHASING NOTES
1. PHASE A AND B DO NOT HAVE TO OCCUR ON THE SAME SCHEDULE.
2. PHASE A1 TO OCCUR BEFORE A2. CONTRACTOR TO INCLUDE IN THE
PHASING SCHEDULE A 1-WEEK GAP BETWEEN THE END OF PHASE A1 AND
THE BEGINNING OF PHASE A2 TO ALLOW GOVERNMENT TO RELOCATE
EQUIPMENT.
3. PHASE B1 TO OCCUR BEFORE B2. CONTRACTOR TO INCLUDE IN THE
PHASING SCHEDULE A 2-WEEK GAP BETWEEN THE END OF PHASE B1 AND
THE BEGINNING OF PHASE B2 TO ALLOW GOVERNMENT TO RELOCATE
EQUIPMENT.
4. MAINTAIN EXIT CORRIDORS FOR OCCUPANT EGRESS THROUGHOUT ALL
PHASES OF CONSTRUCTION.
SCALE:
8'-0" 16'-0" 32'-0"
1/16"=1'-0"
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PHASING PLAN
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TCL
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DATE
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FIRE DEPARTMENT
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SAFETY OFFICE
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CE
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DRAWN BY
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OF
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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06 OCT 17
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10 OCT 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
WV
TEL
WV
WV
WV
WV
WV
WV
WV
GV
x x x x x x x x x x x x x x
S S
S S
S S
S S
S S
S S
S S
SS
CO
CO
CO
CO
FIP
FH
WV
WV
CO?
U
E
U
E
TB
TB
U
T
U
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FH
WV
ICV
WV
FH
(2616)
(E) CURB
(E) WALKWAY
(E) CONC DRIVEWAY
CONC PARKING
S
T
S
T R
E E
T
(E) WALKWAY
(E) CURB
(E) CURB
(E) CURB
(E) CURB
(E) CURB
(E) CURB
(E) CURB
SSMH
FOUND MONUMENT
DORM
EL = 2639.07
N: 11681394.49
E:1678981.79
BASIS OF BEARING N59°30'07"E 5829.02'
.4
1.22%
10.53%
FOUND MONUMENT
DRY
EL = 2615.78'
N: 11678436.20
E:1673959.24
(E) EQUIPMENT YARD
(E) EQUIPMENT YARD
(E) GAS METER
N
E
N
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
(E) 4" GAS LINE
(E) 8" WATER LINE
(E) 4" GAS LINE
(E) 2" GAS LINE
W
W W
W
W
W
W W
W W
W
W
W
W W W
W
W
W
W W
W
S
S
S S
S S
S S
S S
S S
S S
S S
(E) 8" SEWER LINE
(E) 8" WATER LINE
(E) 8" WATER LINE
SS
SS
W
G
G
(E) 2" GAS LINE
(E) 10" WATER LINE
W
W
(E) 8" WATER LINE
(E) 8" WATER LINE
(E) 10" SEWER LINE
(E) 8" WATER LINE
SCALE:
10' 20' 40'
1"=20'
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ANT ANTENNA
BM BENCHMARK
(C) CALCULATED
CB CATCH BASIN
CO CLEANOUT
CONC CONCRETE
CM CONCRETE
MONUMENT
CMP CORRUGATED METAL
PIPE
CPP CORRUGATED
PLASTIC PIPE
(D) AS DESCRIBED
DIP DUCTILE IRON PIPE
(E) EXISTING
EB ELECTRIC RISER
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EM ELECTRIC METER
EOC EDGE OF CONCRETE
ET ELECTRIC
TRANSFORMER
F FOUND
FDC FIRE DEPT
CONNECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FO FIBER OPTIC
G GAS
GM GAS METER
GV GAS VALVE
INV INVERT
IP IRON PIPE
IR IRON ROD
IRRV IRRIGATION VALVE
JBL JURISDICTIONAL
BOUNDARY LINE
(M) MEASURED
MH MANHOLE
MW MONITORING WELL
ND NAIL & DISK
NL NAIL
OE OVERHEAD UTILITY
LINES
P POST
(P) PER PLAT
PB PLAT BOOK
PG PAGE
PK PK NAIL
RCP REINFORCED CONC
PIPE
RR RAILROAD
S SET
SC SECTION CORNER
SPIG WATER SPIGOT
SS SANITARY SEWER
SD STORM DRAIN
SV SANITARY SEWER
VALVE
TB TELEPHONE RISER
TEL TELEPHONE
TP TRAVERSE POINT
TSC TRAFFIC SIGNAL
CONTROL
TSP TRAFFIC SIGNAL POLE
TV CABLE TELEVISION
UE UNDERGROUND
UTILITY LINES
W WATER
WM WATER METER
WV WATER VALVE
XC X CUT
ABBREVIATIONS
UTILITIES REPRESENT A COMBINATION
OF FACILITIES LOCATED IN FIELD AND
GIS FILE PROVIDED BY BASE PERSONNEL.
REFER TO THE MECHANICAL, ELECTRICAL,
PLUMBING, AND ARCHITECTURAL SHEETS FOR
FACILITY DEMOLITION PLANS.
NOTES
P
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY MANHOLE (AS SHOWN)
UTILITY VALVE (AS SHOWN)
LIGHT POLE
FIRE HYDRANT
POST
TRAFFIC SIGN
SPIGOT
DECIDUOUS TREE
CLEANOUT
FLAG (AS SHOWN)
CO
UTILITY POLE (AS SHOWN)
GUY ANCHOR
UE
(E) ELECTRICAL
(E) SEWER LINE
W (E) WATER LINE
SS
LEGEND
DRAINAGE ARROW
G
(E) GAS LINE
BACKFLOW PREVENTER
(E) FENCE
x x x x
MONUMENT
UT
(E)COMMUNICATIONS CABLE
BUILDING 5045
SITE PLAN1
1"=20'
N
C-101
Bar Measures 1 inch
CONSTRUCTION NOTES
1. CONCRETE PAD PER MECHANICAL DETAIL SHEETS
REMOVE EXISTING-PROTECT IN PLACE
CONSTRUCT
PROPOSED CONCRETE PAD
REMOVE EXISTING CONCRETE
09/01/2017
H
S
S x x
H
S
S x x
H
S
S x x
H
S
S x x
H
S
S x x
H
S
S x x
1'-0"
EQUAL EQUAL
1'-0"
12'-0" MAX
SEE NOTE 3
M
A X
S E
E
N
O T
E
B
S-101
A
S-101
D
S-101
EQUAL EQUAL
S E
E
N
O T
E
± 11'-2
SEE NOTE 3
EVAPORATOR,SEE
MECH. DWGS.
W8x15W8x15
W8x15W8x15
W x
W x
W x
B
S-101
A
S-101
KNEE BRACE (TYP)
RE: SECTION C
W8x15, SEE PLANW8x15, SEE PLAN
HSS4x4x1/4, SEE PLAN
L3x3x1/4 L3x3x1/4 L3x3x1/4 L3x3x1/4
3/4" CHAMFER,
(TYP)
C
S-101
GRADE
(SEE CIVIL)
1' - 6" MIN ENGR'D
FILL BELOW SLAB
EVAPORATOR NOT
SHOWN FOR CLARITY
RE: MECH
4" CRUSHED STONE
ENGINEER FILL PER
EARTHWORK SPEC
(TYP)
2'-0"
(TYP)
L3x3x1/4
(TYP)
2'-0
W.P.
2'-0
W.P.
6'-1
HSS4x4x1/4
(TYP)
3/4" CHAMFER
(TYP)
WORK POINT
(TYP)
#5 @ 12" O.C.
E.W., T&B
GRADE
(SEE CIVIL)
C
S-101
C
L R
3" CLR 3" CLR
C
L R
HSS4x4x1/4
(TYP)
3/4" CHAMFER
(TYP)
2'-0
W.P.
PL. 5/16"x3 1/2"x0'-6"
(2) 3/4" DIA. A-325 BOLTS
" 1
WORK POINT
(TYP)
3/16
CAP PLATE (TYP)
2" 6" 2"
10"
(4) 3/4" DIA. EXPANSION
ANCHORS W/ 6" MIN. EMBED.
HSS4x4x1/4 POST
PL. 5/8 x REQ'D
3/16
\\TTS024FS1\Projects\IER\01297\200-01297-16030\CAD\SheetFiles\S-101 EVAPORATOR PLAN.dwg
EVAPORATOR SUPPORT FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
EVAPORATOR SUPPORT FRAMING PLAN
SCALE: 1/2" = 1'-0"
FRAMING SECTIONA
SCALE: 1/2" = 1'-0"
FRAMING SECTIONB
SCALE: 3/4" = 1'-0"
TYPICAL CONNECTIONSC
SCALE: 3/4" = 1'-0"
TYPICAL BASE PLATED
SCALE: 1 1/2" = 1'-0"
S-101
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND
COORDINATE ALL NEW WORK WITH THE EXISTING CONDITIONS. THIS
SHALL BE COMPLETED PRIOR TO PROCUREMENT OR FABRICATION OF
ANY MATERIALS.
2. ALL EXTERIOR STEEL SHALL BE GALVANIZED, INCLUDING HOT ROLLED
MEMBERS, CONNECTION PIECES, AND ANCHOR BOLTS.
3. THE DETAILS SHOWN ON THIS SHEET ARE ONLY INTENDED TO BE USED
FOR SCHEMATIC PURPOSES. THE CONTRACTOR SHALL COORDINATE
ALL DIMENSIONS AND REQUIRED ATTACHMENTS OF THE SELECTED
FOAM GENERATORS. ANY ADDITIONAL STEEL SUPPORTS, CONNECTIONS,
OR ATTACHMENTS THAT ARE REQUIRED BY THE SELECTED FOAM
GENERATOR SHALL BE SUPPLIED AS NO ADDITIONAL COST TO THE
GOVERNMENT.
4. THE STRUCTURAL HAS BEEN DESIGNED FOR A MAXIMUM OPERATING
WEIGHT OF 3,000 lbs. FOR THE EVAPORATOR. THE CONTRACTOR
SHALL VERIFY THE SELECTED EVAPORATOR WEIGHS LESS THAN
THIS DESIGN LOAD.
GRID / COLUMN LINE
DESIGNATOR
DOOR TAG
INTERIOR ELEVATION MARK
WALL TAG
SECTION OR DETAIL MARK
EXTERIOR ELEVATION MARK
REVISION TAG
DETAIL CALLOUT MARK
SHEET NUMBER WHERE INTERIOR
ELEVATION IS DRAWN
X
EQUIPMENT TAG
CASEWORK TAG
CEILING TYPE
SHEET NUMBER WHERE EXTERIOR
ELEVATION IS DRAWN
SHEET NUMBER WHERE
SECTION OR DETAIL IS DRAWN
SHEET NUMBER WHERE
DETAIL IS DRAWN
KEYNOTE
REVISION CLOUD
ROOM TAG
X
X-XXX
X
X-XXX
X
X
XX
X
X-XXX
CEILING HEIGHT (A.F.F.)
TOILET ACCESSORY TAG
ROOM NAME
WINDOW TAG
N
NORTH ARROW
A
101A
C01
EQ-01
TA01
XX
0'-0"
X
X-XXX
ABBREVIATIONS GENERAL NOTES
DRAWING SYMBOLS
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF
WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE
OR DESCRIBE ALL WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS
SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.
2. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE
FOR CONSTRUCTION PURPOSES ONLY.
3. DIMENSIONS ON DRAWINGS ARE TAKEN FROM THE
LOCATIONS LISTED BELOW:
FACE OF CMU WALLS / FACE OF STUD
ROUGH OPENING OF DOORS
ROUGH OPENING OF WINDOWS
GRID LINES
MASONRY OPENINGS
4. DIMENSIONS ON INTERIOR ELEVATIONS ARE TAKEN
FROM THE LOCATIONS LISTED BELOW:
FINISHED GYPSUM WALLBOARD
FACE OF PLASTIC LAMINATE
FACE OF CABINETRY
CENTERLINE OF FIXTURES
5. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING
CODES, ORDINANCES AND REGULATORY AGENCIES.
6. NFPA 241, STANDARD FOR SAFEGUARDING
CONSTRUCTION, AND ALTERATION OPERATIONS SHALL
BE APPLIED TO THIS PROJECT.
7. BUILDING HEIGHTS AND ELEVATIONS ARE BASED UPON
PROJECT FINISH ELEVATION OF 0'-0" AT THE FIRST
FLOOR. REFERENCE CIVIL DRAWINGS FOR FIRST FLOOR
ELEVATIONS RELATIVE TO SEA LEVEL - 2,635.41'
8. NOT USED
9. REFER TO LIFE SAFETY DRAWINGS FOR FIRE-RATED
FLOOR, WALL, CEILING AND ROOF LOCATIONS. INSTALL
FIRESTOPPING AT PENETRATIONS IN RATED
CONSTRUCTION AND AT TOPS OF RATED WALLS.
10. CIVIL, MECHANICAL, PLUMBING, FIRE PROTECTION,
ELECTRICAL, AND COMMUNICATIONS INFORMATION ON
THE ARCHITECTURAL DRAWINGS IS PROVIDED FOR
CLARITY AND / OR LOCATION COORDINATION PURPOSES
ONLY, SEE RELEVANT DISCIPLINE DRAWINGS FOR
SPECIFIC INFORMATION.
11. DO NOT BEGIN WORK THAT MAY REQUIRE
COORDINATION, SUCH AS CEILING INSTALLATION, PRIOR
TO FINAL SUBMITTAL OF MECHANICAL AND ELECTRICAL
COORDINATION DRAWINGS TO CONTRACTING OFFICER
NOR PRIOR TO RESOLUTION AND APPROVAL OF
COORDINATION ISSUES.
12. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND
MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY
OF MATERIALS AND WORKMANSHIP, AS WELL AS
REQUIREMENTS IN THESE DRAWINGS AND
SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF
THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO
THE CONTRACTING OFFICER'S ATTENTION PRIOR TO
PROCEEDING WITH THE WORK.
13. PROTECT EXISTING, IN-PLACE AND NEW WORK
14. CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING
CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE.
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER IN WRITING OF ANY DISCREPANCIES,
OMISSIONS AND OR CONFLICTS BEFORE
COMMENCEMENT OF WORK. COMMENCEMENT OF WORK
SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR
EXISTING CONDITIONS.
A-001
15. PROVIDE UNDERSLAB TERMITE PROTECTION AS
REQUIRED BY GOVERNING BUILDING CODE
REQUIREMENTS.
16. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR
SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A
MANNER THAT WILL PRESERVE THE MOISTURE
RESISTANCE, FIRE RATING, AIR AND/OR VAPOR BARRIER,
AND STRUCTURAL INTEGRITY OF THE BUILDING.
17. VERIFY MOUNTING HEIGHTS OF ACCESSORIES,
EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND
PROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING
ANCHORAGE. PROVIDE FIRE-TREATED WOOD BLOCKING
OR METAL STRAPS BETWEEN FRAMING MEMBERS AS
REQUIRED TO SUPPORT WEIGHT AND USE OF ITEMS TO
BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT
INDICATED, MOUNT ITEMS IN ACCORDANCE WITH
RECOGNIZED INDUSTRY STANDARDS, COORDINATE
LOCATIONS WITH MANUFACTURER OR SUPPLIER AND
REFER MOUNTING HEIGHT QUESTIONS TO CONTRACTING
OFFICER FOR INTERPRETATION.
18. ALL CONCEALED WOOD FRAMING, AND PLYWOOD SHALL
BE FIRE RETARDANT TREATED (FRT) EXCEPT THAT
NON-FRT BLOCKING, NAILERS AND FURRING MAY BE
USED WHERE INSTALLED IN ACCORDANCE WITH IBC 718
(INCLUDING DIMENSIONAL WOOD BLOCKING, FIRE
BLOCKING, REQUIREMENTS, ETC.). WOOD BLOCKING
INSTALLED IN ACCORDANCE WITH IBC SECTION 603 FOR
HANDRAILS, MILLWORK, CABINETS, WINDOWS AND
DOORS IS NOT REQUIRED TO BE FRT. AT COPINGS AND
ROOFING TERMINATIONS ALL BLOCKING SHALL BE
PRESSURE TREATED (PT).
19. AT EXTERIOR MASONRY WALLS, CMU SHALL BE
EXTENDED TIGHT TO FLOOR AND / OR ROOF DECKS,
INCLUDING AROUND ALL PENETRATIONS SUCH AS
BEAMS, JOIST ENDS, AND ETC. FILLING VOIDS IN EXT.
CMU BACK-UP WITH INSULATION IN LIEU OF A SOLID
MASONRY ENCLOSURE SHALL NOT BE PERMITTED.
20. VERTICAL COURSING FOR NEW MASONRY WALL
CONSTRUCTION SHALL EQUAL EIGHT INCHES (8") FOR
ONE CONCRETE MASONRY UNIT PLUS ONE MORTAR
JOINT AND THREE BRICK COURSES PLUS THREE MORTAR
JOINTS, UNLESS NOTED OTHERWISE.
21. PROVIDE CONTROL JOINTS (C.J.) IN MASONRY WALL
CONSTRUCTION AS INDICATED. WHERE NOT SHOWN,
PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 40'-0"
AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS
AND JOINTS OF 10'-0." PROVIDE JOINTS BETWEEN
INTERIOR LOAD BEARING AND NON-LOAD BEARING
PARTITIONS, AT ALL ABRUPT CHANGES IN WALL HEIGHT,
AT CHANGES IN PARTITION THICKNESS AND AT PILASTER
LOCATIONS. VERIFY FINAL CONTROL JOINT LOCATIONS
WHETHER OR NOT INDICATED ON THE DRAWINGS WITH
CONTRACTING OFFICER PRIOR TO STARTING WORK.
22. PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD
WALL CONSTRUCTION AS INDICATED. WHERE NOT
SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS
OF 30'-0." VERIFY FINAL CONTROL JOINT LOCATIONS
WHETHER OR NOT INDICATED ON THE DRAWINGS WITH
CONTRACTING OFFICER PRIOR TO STARTING WORK.
23. INTERIOR PARTITION MOVEMENT CONTROL: (A).
VERTICAL CONTROL JOINTS FOR ANY WALL ARE TO
OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE
HORIZONTAL DIRECTION, UNO. (B). THE TYPICAL
MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT
THE HEAD OF THE WALL CONSTRUCTION RUNNING TO
THE UNDERSIDE OF THE STRUCTURE SHALL BE +/- 1/2".
24. INTERIOR STUD SPACING SHALL BE MINIMUM 16" ON
CENTER, UNLESS NOTED OTHERWISE.
25. PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS
WITH OPERABLE PLUMBING FIXTURES AND WITHIN 4'-0"
OF DRINKING FOUNTAINS OR WATER COOLERS.
26. PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS,
ETC. REQUIRED FOR A COMPLETE CABINETRY
INSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND
REMOVABLE COMPONENTS AS REQUIRED BY NEW OR
EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS,
JUNCTION BOXES, CLEANOUTS, ETC.
27. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME
PERIMETERS AND SURROUNDING WALL CONSTRUCTION
UNLESS OTHERWISE INDICATED.
28. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR
WINDOW AND STOREFRONT FRAME PERIMETERS AND
SURROUNDING CONSTRUCTION UNLESS OTHERWISE
INDICATED.
29. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS
SUCH AS GYPSUM BOARD AND MASONRY, MASONRY AND
CONCRETE, COUNTERTOPS AND WALLS, ETC.
30. MANUFACTURERS ARE REFERENCED TO ESTABLISH
STYLE, SIZE, COLOR AND MATERIAL CHARACTERISTICS
AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM
OTHER MANUFACTURERS. WHEN AN ALTERNATE
SELECTION IS SUBMITTED, SUBMITTALS SHALL HAVE
INCLUDED THE MATERIAL LISTED FOR COMPARISON.
31. FLASHING COLOR TO MATCH ADJACENT WALL COLOR
UNLESS NOTED OTHERWISE.
32. ALL DOORS IN STUD WALLS NOT LOCATED BY DIMENSION
ON PLANS OR DETAILS SHALL BE 4" (100mm) FROM
FRAMING TO ADJACENT PERPENDICULAR WALL TO EDGE
OF DOOR OPENING.
33. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESERVATIVE TREATED WOOD.
34. UNLESS NOTED OTHERWISE ALL GYPSUM WALLBOARD IS
TO RECEIVE ONE PRIMER COAT AND TWO COATS OF
PAINT AS PER SPECIFICATION 099000.
35. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK
AS PER PRODUCT MANUFACTURER'S STANDARDS.
36. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM
EACH OTHER TO AVOID GALVANIC CORROSION.
37. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE
CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT
AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS
SHALL BE REVIEWED WITH THE CONTRACTING OFFICER
PRIOR TO PROCEEDING.
38. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO
ACCURATELY LOCATE FINISHED FACES IN THE SAME
PLAN AND/OR TO INSTALL NEW CONSTRUCTION
ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY
VISIBLE JOINTS OR SURFACE IRREGULARITIES.
39. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN
THAT THE CONDITION IS NOT ADJUSTABLE WITHOUT
APPROVAL OF THE CONTRACTING OFFICER. CLEAR
DIMENSIONS ARE TYPICAL.
40. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS
SHALL MEAN THAT THE CONDITION IS SLIGHTLY
ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR
QUANTITY GREATER THAN THAT SHOWN WITHOUT
APPROVAL OF THE CONTRACTING OFFICER.
41. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS
SHALL MEAN THAT THE CONDITION IS SLIGHTLY
ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR
QUANTITY LESS THAN THAT SHOWN WITHOUT APPROVAL
OF THE CONTRACTING OFFICER.
42. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN
THAT THE CONDITION OR DIMENSION IS THE SAME OR
REPRESENTATIVE FOR SIMILAR CONDITIONS
THROUGHOUT.
43. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT
THE DIMENSION OR QUALITY IS SLIGHTLY ADJUSTABLE
TO ACCOMMODATE ACTUAL CONDITIONS, FIELD
VERIFICATION AND COORDINATION WITH OTHER
ELEMENTS AS MIGHT BE NECESSARY.
A
(A) AS DESCRIBED
A LABEL A LABEL CLASS DOOR
A/C AIR CONDITIONING
UNIT
AB ANCHOR BOLT
ABDN ABANDON
ACC ACCESSIBLE
ACI AMERICAN CONCRETE
INSTITUTE
ACOUST ACOUSTIC(AL)
ACP ACOUSTICAL CEILING
PANEL
ACS AUTOMATIC CONTROL
SYSTEM
ACT ACOUSTICAL CEILING
TILE
ACU AIR CONDITIONING
UNIT
ADA AMERICANS WITH
DISABILITIES ACT
ADD ADDITIONAL ADMIN
ADMINISTRATION
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION
BARRIER
AISC AMERICAN INSTITUTE
OF STEEL
CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
ANT ANTENNA
APPROX APPROXIMATE(LY)
APVD APPROVED
AR AS REQUIRED
ARCH ARCHITECT(URAL)
ASC ABOVE SUSPENDED
CEILING
ASSY ASSEMBLY
ATFP ANTI-TERRORISM /
FORCE PROTECTION
AVG AVERAGE
AW ARCHITECTURAL
WOODWORK
AWT ACOUSTICAL WALL
TREATMENT
B
B LABEL B LABEL CLASS DOOR
BALC BALCONY
BB BASEBOARD
BD BOARD
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S
ASSOCIATION
BL BASELINE
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BM BEAM
BM BENCH MARK
BN BULLNOSE
BOF BOTTOM OF FOOTING
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRG BEARING
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOF
C
C CENTER POINT
(C) CALCULATED
C CONC CAST CONCRETE
C LABEL C LABEL CLASS DOOR
C-C CENTER TO CENTER
CAB CABLE
CATW CATWALK
CAV CAVITY
CB CATCH BASIN
CB CEMENTITIOUS
(BACKER) BOARD
CBB CEMENTITIOUS
BACKER BOARD
CD CONSTRUCTION
DOCUMENT(S)
CDW CHILLED DRINKING
WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR
FURNISHED
CF/CI CONTRACTOR
FURNISHED/
CONTRACTOR
INSTALLED
CFE CONTRACTOR
FURNISHED
EQUIPMENT
CFLG COUNTER FLASHING
CFM CUBIC FEET PER
MINUTE
CFMF COLD FORM METAL
FRAMING
CFS CUBIC FEET PER
SECOND
CFT CERAMIC FLOOR TILE
CG CORNER GUARD
CI CAST IRON
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR CLEAR
CLRM CLASSROOM
CM CONCRETE
MONUMENT
CMP CORRUGATED METAL
PIPE
CMU CONCRETE MASONRY
UNIT
CNDS CONDENSATE
CO CLEANOUT
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONST CONSTRUCTION
CONT CONTINUOUS
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPP CORRUGATED
PLASTIC PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE - BASE
CTF CERAMIC TILE - FLOOR
CTR CENTER
CTW CERAMIC TILE - WALL
CU FT CUBIC FEET
CW CASEMENT WINDOW
CWT CERAMIC WALL TILE
D
D DEPTH
D LABEL D LABEL CLASS DOOR
DBL DOUBLE
DEMO DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIST DISTANCE
DK DECK
DN DOWN
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
DWG(S) DRAWING(S)
E
E EAST
E LABEL E LABEL CLASS DOOR
EA EACH
EB ELECTRICAL RISER
EF EACH FACE
EIFS EXTERIOR INSULATION
AND FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATOR
ELEC ELECTRIC(AL)
ELEV ELEVATION
ENGR ENGINEER
ENTR ENTRY
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EOG EDGE OF GUTTER
EM ELECTRICAL METER
EP EXPLOSION PROOF
EPS EXPANDED
POLYSTYRENE BOARD
EQ EQUAL
EQUIP EQUIPMENT
ET ELECTRICAL
TRANSFORMER
EW EACH WAY
EWC ELECTRIC WATER
COOLER
EXIST EXISTING
EXP EXPOSED
EXP AB EXPANSION ANCHOR
BOLT
EXPN EXPANSION
EXPT EXTERIOR PAINT
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F
F FOUND
FA FIRE ALARM
FAAP FIRE ALARM
ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FDC FIRE DEPT
CONNECTION
FDTN FOUNDATION
FEC FIRE EXTINGUISHER
CABINET
FED FEDERAL
FF FINISH FLOOR
FF INSUL FOIL FACED
INSULAITON
FFE FINISH FLOOR
ELEVATION
FG FINISH GRADE
FGL FIBERGLASS
FH FIRE HOSE
FH FIRE HYDRANT
FIG FIGURE
FIN FINISH (ED)
FIXT FIXTURE
FL FLOOR
FLDG FOLDING
FLEX FLEXIBLE
FLMT FLUSH MOUNTED
FLR FLOOR
FLUOR FLUORESCENT
FM FACTORY MUTUAL
FO FIBER OPTIC
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STEEL
FR FIRE RESISTANT
FRG FIBER REINFORCED
GYPSUM
FRMG FRAMING
FRP FIBERGLASS
REINFORCED PLASTIC
FRT FIRE RETARDANT
TREATED
FT FOOT
FTG FOOTING
FUR FURRING
FWC FABRIC
WALLCOVERING
G
G GAS
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT
FURNISHED /
CONTRACTOR
INSTALLED
GFCMU GROUND FACE
CONCRETE MASONRY
UNIT
GL GRID LINE
GLZ GLAZING
GM GAS METER
GR FL GROUND FLOOR
GRTG GRATING
GS GRATING SUPPORT
GV GRAVEL
GV GAS VALVE
GWB GYPSUM WALL BOARD
GYP GYPSUM
H
H HORN
HB HOSE BIB
HC HOLLOW CORE
HDPE HIGH DENSITY
POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY
PARTICULATE AIR
FILTER
HGT HEIGHT
HK HOOK
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING VENTILATION
AND AIR
CONDITIONING
HW, HARDWARE
HDWR
HYD HYDRAULIC
I
IBC INTERNATIONAL
BUILDING CODE
ICF INSULATED
CONCRETE FORM
IF INSIDE FACE
IG INSULATING GLASS
IJ ISOLATION JOINT
ILO IN LIEU OF
IN INCH
INCAND INCANDESCENT
INSUL INSULATION
INV INVERT
IP IRON PIPE
IR IRON ROD
IRP INSULATED ROOF
PANEL
IRRV IRRIGATION VALVE
ITG INSULATED
TEMPERED GLASS
IWP INSULATED WALL
PANEL
J
J JUNCTION BOX
JAN JANITOR
JBL JURISDICTIONAL
BOUNDARY LINE
JST JOIST
JT JOINT
K
KIT KITCHEN
KPD KEYPAD
KPL KICKPLATE
L
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUNDS
LDG LANDING
LF LINEAR FOOT (FEET)
LG LONG
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LLH LONG LEG
HORIZONTAL
LLV LONG LEG VERTICAL
LNT LINTEL LOC LOCATION
LP LIGHT POLE
LS LABORATORY SINK
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M
M METERS
(M) MEASURED
MATL MATERIAL
MAX MAXIMUM
MB MOISTURE BARRIER
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL (ROOM)
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MH MAN HOLE
MID MIDDLE
MIN MINIMUM
MIRR MIRROR
MO MASONRY OPENING
MOD MODIFY
MRGWB MOISTURE RESISTANT
GYPSUM WALLBOARD
MTD MOUNTED
MTG MOUNTING
MTL METAL
MW MONITORING WELL
MWP MEMBRANE
WATERPROOFING
N
N NORTH
NA NOT APPLICABLE
ND NAIL & DISK
ND NAPKIN DISPOSAL
NDS NAPKIN DISPENSER
NE NORTH EAST
NFPA NATIONAL FIRE
PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NL NAIL
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION
COEFFICIENT
NTS NOT TO SCALE
NW NORTHWEST
O
OTO OUT TO OUT
OA OVERALL
OC ON CENTER
OCC OCCUPANCY
OD OUTSIDE DIAMETER
OE OVERHEAD UTILITY
LINES
OFCI OWNER FURNISHED
CONTRACTOR
INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OFOI OWNER FURNISHED
OWNER INSTALLED
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPR OPERABLE
ORIG ORIGINAL
OSB ORIENTED STRAND
BOARD
OTS OPEN TO STRUCTURE
OWSJ OPEN WEB STEEL
JOIST
OZ OUNCE
P
P POST
(P) PER PLAT
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PLAT BOOK
PB PULL BOX
PBD PARTICLE BOARD
PCC PRECAST CONCRETE
PCF POUND PER CUBIC
FOOT
PCT PERCENT
PEMB PRE-ENGINEERED
METAL BUILDING
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PG PAGE
PH PHASE
PIL PILASTER
PK PK NAIL
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTIC
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
POC POINT OF CONTACT
POLY POLYSTYRENE
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PREFAB PREFABRICATED
PRKG PARKING
PS CONC PRESTRESSED
CONCRETE
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PRESSURE TREATED,
PAINT
PTD PAPER TOWEL
DISPENSER
PTDR PAPER TOWEL
DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q
QT QUARRY TILE
QTY QUANTITY
R
R RISER
RB RUBBER BASE
RCP REFLECTED CEILING
PLAN
RCP REINFORCED CONC
PIPE
RD ROOF DRAIN
REC RECESSED
REF REFERENCE
REFR REFRIGERATOR
REM REMOVABLE
REP REPAIR
REQ REQUIRE
REQ'D REQUIRED
RESIL RESILIENT
REV REVISION
RF RESILIENT FLOORING
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RR RESTROOM
RR RAILROAD
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S
S SET
S SOUTH
S2S SURFACE TWO SIDES
S4S SURFACE FOUR SIDES
SAPC SUSPENDED
ACOUSTICAL PANEL
CEILING
SATC SUSPENDED
ACOUSTICAL TILE
CEILING
SB SPLASH BLOCK
SC SHOWER CURTAIN
SC SECTION CORNER
SCHED SCHEDULE
SCR SHOWER CURTAIN
ROD
SCW SOLID CORE WOOD
SCWD SOLID CORE WOOD
DOOR
SD SMOKE DETECTOR
SD STORM DRAIN
SE SOUTH EAST
SF SQUARE FOOT
SF SQUARE FEET
SFTWD SOFT WOOD
SGL SINGLE
SH SOAP HOLDER
SHR SHOWER
SHT MTL SHEET METAL
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SLR SEALER
SM SQUARE METER
SMHD SHELF METAL HEAVY
DUTY
SMK SMOKE
SMLS SEAMLESS
SND SANITARY NAPKIN
AND TAMPON
DISPENSER
SP EL SPOT ELEVATION
SPEC SPECIFICATIONS
SPF SPRAY APPLIED
POLYURETHANE FOAM
INSULATION
SPIG WATER SPIGOT
SQ SQUARE
SQ FT SQUARE FOOT (FEET)
SQ IN SQUARE INCH
SQ M SQUARE METER
SQ YD SQUARE YARD
SS STAINLESS STEEL
SS SANITARY SEWER
SSMR STANDING SEAM
METAL ROOF
ST STAIRS, STAIN
STC SOUND
TRANSMISSION CLASS
STD STANDARD
STL STEEL
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGER
STRB/HRN STROBE / HORN
STRUCT STRUCTURE(AL)
SUB FL SUB FLOOR
SUSP SUSPENDED
SV SHEET VINYL
SV SANITARY SEWER
VALVE
SW SOUTHWEST
SYM SYMMETRICAL
T
T TREAD
T&G TONGUE AND GROOVE
T/S TUB / SHOWER
TB TOWEL BAR
TB TELEPHONE RISER
TC TERRA COTTA
TD TRAVEL DISTANCE
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THCKNESS
TK BD TACK BOARD
TLT TOILET
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TP TRANSVERSE POINT
TRANS TRANSOM
TRTD TREATED
TS TUBE STEEL
TSC TRAFFIC SIGNAL
CONTROL
TSP TRAFFIC SIGNAL POLE
TV CABLE TELEVISION
TYP TYPICAL
U
UE UNDERGROUND
UTILITY LINES
UNF UNFINISHED
UNO UNLESS NOTED
OTHERWISE
UR URINAL
V VB VAPOR BARRIER
VCT VINYL COMPOSITION
TILE
VERT VERTICAL
VR VAPOR RETARDER
VTC VIDEO
TELECONFERENCE
VTR VENT THROUGH ROOF
W
W WATER
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WG WIRE GLASS
WM WATER METER
WOM WALK OFF MAT
WR WASTE RECEPTACLE
WRB WEATHER RESISTANT
BARRIER
WRGWB WATER RESISTANT
GYPSUM WALLBOARD
WS WATER STOP
WTP WATER TREATMENT
PLANT
WV WATER VALVE
WWTP WASTE WATER
TREATMENT PLANT
X
XC X CUT
\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16030\CAD\SheetFiles\A-001.dwg
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ABBREVIATIONS, GENERAL NOTES, SYMBOLS
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TCL
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DATE
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DATE
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DATE
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CEC
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APPROVED CE
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CHECKED PROJ. ENGR.
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DRAWN BY
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DRAWING NO.
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DATE
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DATE
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DATE
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SCALE:
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OF
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DATE
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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01 SEP 17
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06 SEP 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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DATE
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DATE
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DATE
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DATE
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AIRFIELD LIGHTING
AutoCAD SHX Text
AIRFIELD BARRIER MAINTENANCE
MACHINE SHOP
WELDING
METAL TECH
ROOM
LOCKERS
BATTERY
OFFICE
MECH ROOM
OFFICE
8'-9"±
01 01 01 01
CONF
ADMIN OFF
OFFICE
OFFICE
OFFICE
OFFICE
WOMENS
CORRIDOR
JANITOR
TOOL STORAGE
WORK BAY
ELECTRONIC SHOPS
BREAK ROOM
STOR
OFFICE
OFFICE
NICAD BATT
LEAD BATT
02 04
123'-8"±
110'-0"±
27'-6"± 13'-4"± 27'-2"±
74'-4"±
M A
T C
H
L
I N
E
R E
F E
R E
N C
E
S H
E E
T
A
D
SCALE:
4' 8' 16'
1/8" = 1'-0''
BUILDING 5045
FLOOR PLAN - DEMOLITION - AREA A
SCALE: 1/8"=1'-0"
N
AD-101
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUTS
PRIOR TO INITIATION OF DEMOLITION WORK.
2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL
ITEMS NOT DESIGNATED FOR REPLACEMENT WORK AND SHALL PROVIDE
APPROPRIATE DUST CONTROL AND PROTECTION.
EXISTING WALLS AND DOORS TO
REMAIN
EXISTING WALLS AND DOORS TO BE
DEMOLISHED
LEGEND
KEY NOTES - DEMOLITION
01 REMOVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM (I.E.
CEILING PANELS, SUSPENSION/SUPPORT SYSTEMS) FOR INSTALLATION
OF NEW MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY
SUPPORT AND PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING
AREAS DURING THE DEMOLITION PROCESS AND RECONSTRUCTION
PHASES. PREPARE OPEN CEILING AREA TO RECEIVE NEW SUSPENDED
CEILING SYSTEM AND SUBSEQUENT MECHANICAL, FIRE PROTECTION AND
ELECTRICAL FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW
CEILING TYPES.
02 REMOVE EXISTING SUSPENDED GYPSUM WALL-BOARD CEILING SYSTEM
(I.E. GWB, SUSPENSION/FRAMING SYSTEMS) FOR INSTALLATION OF NEW
MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY SUPPORT AND
PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING AREAS DURING
THE DEMOLITION PROCESS AND RECONSTRUCTION PHASES. PREPARE
OPEN CEILING AREA TO RECEIVE NEW GWB CEILING SYSTEM AND
SUBSEQUENT MECHANICAL, FIRE PROTECTION AND ELECTRICAL
FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW CEILING TYPES.
03 EXISTING PARTITION TO BE REMOVED:
- REMOVE EXISTING 8'-6" HIGH (PARTIAL-HEIGHT) GWB FINISHED STUD
FRAMED PARTITION.
- REMOVE EXISTING HOLLOW METAL DOUBLE DOOR UNIT, FRAME AND
ASSOCIATED HARDWARE AND ACCESSORIES.
- REMOVE EXISTING 6'-0" HIGH, VERTICALLY PLACED, OVERHEAD METAL
FRAMED EXPANDED METAL MESH PARTITION.
04 REMOVE EXISTING TOILET ROOM FIXTURES, TOILET/URINAL PARTITIONS,
SHOWER UNITS, ACCESSORIES AND COUNTERS/CABINETS. REMOVE
WALL AND FLOOR TILE INCLUSIVE OF GROUT, MORTAR AND ADHESIVE.
PREPARE SURFACE AREAS FOR NEW TILE AND PAINT FINISHES, SINK
COUNTER, TOILET FIXTURES AND PARTITIONS, SHOWER ENCLOSURE AND
ACCESSORIES.
05 SEAL LEAD BASED DOOR PAINT - ALL SURFACE AREAS; PREPARE DOOR
AND FRAME UNITS FOR NEW PAINT COATING SYSTEM.
06 REMOVE RESILIENT FLOOR SYSTEM AND ASSOCIATED BASE. PREPARE
CONCRETE FLOOR SURFACE FOR INSTALLATION OF NEW FLOOR SYSTEM
AND PERIMETER BASE.
07 REMEDIATE EXISTING MOLD CONDITIONS AT INTERIOR PARTITION.
PREPARE WALL SURFACE FOR NEW PAINT FINISH.
08 REMOVE AND STORE EXISTING LOCKER UNITS FOR ACCESS TO
MENS/WOMENS ROOMS FOR IMPROVEMENT WORK; REINSTALL AFTER
COMPLETION OF INTERIOR FINISH WORK.
09 NOT USED THIS SHEET
EXISTING FLOOR SURFACE AND
BASE TO BE DEMOLISHED
KEY PLAN
N
AREA A AREA B
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FLOOR PLAN - DEMOLITION - AREA A
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TCL
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DATE
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DATE
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DATE
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DATE
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DATE
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FIRE DEPARTMENT
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CEC
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APPROVED CE
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CHECKED PROJ. ENGR.
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DRAWN BY
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PROJECT NO.
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DRAWING NO.
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DATE
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DATE
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DATE
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SCALE:
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OF
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DATE
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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01 SEP 17
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06 SEP 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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DATE
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DATE
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DATE
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
BREAK ROOM
SHEET METAL SHOP
POWER
GERBER
SHEET METAL SHOP
TESTING SHOP
MECH
TOOL STORAGE
RECOVERY ROOM
OFFICE
02 04
MENS
CORRIDOR
85'-8"±
48'-4"± 37'-4"± 40'-0"±
40'-0"±
24'-0"±
MENS
ENTRY VESTIBULE
S H
E E
T
A
D
M A
T C
H
L I N
E
R E
F E
R E
N C
E
SCALE:
4' 8' 16'
1/8" = 1'-0''
BUILDING 5045
FLOOR PLAN - DEMOLITION - AREA B
SCALE: 1/8"=1'-0"
N
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUTS
PRIOR TO INITIATION OF DEMOLITION WORK.
2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL
ITEMS NOT DESIGNATED FOR REPLACEMENT WORK AND SHALL PROVIDE
APPROPRIATE DUST CONTROL AND PROTECTION.
AD-102
KEY NOTES - DEMOLITION
01 REMOVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM (I.E.
CEILING PANELS, SUSPENSION/SUPPORT SYSTEMS) FOR INSTALLATION
OF NEW MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY
SUPPORT AND PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING
AREAS DURING THE DEMOLITION PROCESS AND RECONSTRUCTION
PHASES. PREPARE OPEN CEILING AREA TO RECEIVE NEW SUSPENDED
CEILING SYSTEM AND SUBSEQUENT MECHANICAL, FIRE PROTECTION AND
ELECTRICAL FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW
CEILING TYPES.
02 REMOVE EXISTING SUSPENDED GYPSUM WALL-BOARD CEILING SYSTEM
(I.E. GWB, SUSPENSION/FRAMING SYSTEMS) FOR INSTALLATION OF NEW
MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY SUPPORT AND
PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING AREAS DURING
THE DEMOLITION PROCESS AND RECONSTRUCTION PHASES. PREPARE
OPEN CEILING AREA TO RECEIVE NEW GWB CEILING SYSTEM AND
SUBSEQUENT MECHANICAL, FIRE PROTECTION AND ELECTRICAL
FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW CEILING TYPES.
03 NOT USED THIS SHEET.
04 REMOVE EXISTING TOILET ROOM FIXTURES, TOILET/URINAL PARTITIONS,
SHOWER UNITS, ACCESSORIES AND COUNTERS/CABINETS. REMOVE
WALL AND FLOOR TILE INCLUSIVE OF GROUT, MORTAR AND ADHESIVE.
PREPARE SURFACE AREAS FOR NEW TILE AND PAINT FINISHES, COUNTER,
TOILET FIXTURES AND PARTITIONS, SHOWER ENCLOSURE AND
ACCESSORIES.
05 SEAL LEAD BASED DOOR PAINT - ALL SURFACE AREAS; PREPARE DOOR
AND FRAME UNITS FOR NEW PAINT COATING SYSTEM.
06 NOT USED THIS SHEET.
07 NOT USED THIS SHEET.
08 REMOVE AND STORE EXISTING LOCKER UNITS FOR ACCESS TO
MENS/WOMENS ROOMS FOR IMPROVEMENT WORK; REINSTALL AFTER
COMPLETION OF INTERIOR FINISH WORK.
09 REMOVE EXISTING HOLLOW METAL FRAME, ANCHOR ATTACHMENT,
GROUT FILL AND ACCESSORIES. PREPARE ROUGH OPENING FOR
INSTALLATION OF WALL TILE WAINSCOT SYSTEM AND GWB FINISH AND
PAINT.
KEY PLAN
EXISTING WALLS AND DOORS TO
REMAIN
EXISTING WALLS AND DOORS TO BE
DEMOLISHED
LEGEND
EXISTING FLOOR SURFACE AND
BASE TO BE DEMOLISHED
N
AREA A AREA B
\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16030\CAD\SheetFiles\AD-102-FLOOR PLAN - DEMO.dwg
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TCL
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SAFETY OFFICE
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DAVIS-MONTHAN AFB, ARIZONA
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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OF
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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06 OCT 17
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10 OCT 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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DATE
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DATE
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DATE
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
T C
H
L I N
E
MACHINE SHOP
WELDING
METAL TECH
TOOL STORAGE
ROOM
LOCKERS
LEAD BATT
NICAD BATT
WORK BAY
ELECTRONIC SHOPS
BREAK ROOM
STOR
OFFICE
OFFICE
CONF
ADMIN OFF
OFFICE
OFFICE
OFFICE
OFFICE
8'-9"±
A
119A
A
WOMENS
CORRIDOR
JANITOR
A-401
01 01
01 01 01 01
BATTERY
OFFICE
MECH ROOM
03 03
123'-8"±
110'-0"±
27'-6"± 13'-4"± 27'-2"±
74'-4"±
70'-4"± 8'-0"±
25'-0"± 21'-0"± 12'-0"± 12'-4"±
R E
F E
R E
N C
E
S H
E E
T
A
SCALE:
4' 8' 16'
1/8" = 1'-0''
BUILDING 5045
FLOOR PLAN1
SCALE: 1/8"=1'-0"
N
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUTS
PRIOR TO INITIATION OF CONSTRUCTION WORK.
2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL
ITEMS NOT DESIGNATED FOR REPLACEMENT WORK AND SHALL PROVIDE
APPROPRIATE DUST CONTROL AND PROTECTION.
3. PARTITION TYPE - FULL HEIGHT - COMPONENTS:
- 5/8" GWB SHEATHING, TYPE X; PAINT FINISH - REFER TO FINISH
SCHEDULE.
- 6" x 20 GAUGE METAL STUDS AT 16" SPACING; EXTEND STUDS
VERTICALLY TO UNDERSIDE OF ROOF DECK; CONNECT TO ROOF DECK
AND ROOF JOIST FRAMING WITH DEFLECTION TRACK.
- 5/8" GWB SHEATHING TYPE X - BOTH SIDES; PAINT FINISH - IPT-1.
4. DOOR 119A
- MATERIAL: HOLLOW METAL DOOR AND FRAME UNIT; PRIMED FOR FIELD
PAINT FINISH.
- DOOR SIZE: PAIR OF 3'-0" WIDE x 8'-0" HIGH DOOR UNITS
- FRAME SIZE: 2" HEAD AND JAMB FRAME - 7/A-501
- DOOR TYPE: FLUSH; IPT-2 PAINT FINISH
- HARDWARE SET: 101
- DOOR HEAD/JAMB DETAIL: 7/A-501
- DOOR HEAD/JAMB - PAINT FINISH: IPT-2
5. REFER TO SHEETS P-101 AND P-601 FOR PLUMBING FIXTURE SCHEDULE.
A-101
A
KEY NOTES - FLOOR PLAN
01 INSTALL NEW SUSPENDED 2x2 ACOUSTICAL TILE CEILING SYSTEM.
02 INSTALL NEW SUSPENDED GYPSUM WALL BOARD (GWB) CEILING SYSTEM
WITH PAINT FINISH. PATCH AND TRANSITION GWB FINISH WORK ONTO
CONNECTING GWB WALL SURFACE AREAS.
03 INSTALL NEW CHEMICAL-RESISTANT URETHANE (CRU-1) FLOORING
SYSTEM AND RUBBER COVE BASE (RB-1).
04 PREP AND PAINT EXISTING DOUBLE DOOR AND FRAME UNIT - IPT-2 FINISH.
05 CONFIRM COMPLETION OF MOLD REMEDIATION WORK AT DESIGNATED
LOCATIONS. PREP AND PAINT FULL SURFACE OF PARTITION WALL WHERE
MOLD REMEDIATION WORK IS PERFORMED; EXTEND PAINT FINISH
VERTICALLY FROM FLOOR SURFACE TO UNDERSIDE OF STRUCTURE
ABOVE AND HORIZONTALLY TO PARTITION ENDS (I.E. CHANGE IN
DIRECTION). MATCH, ROOM SPECIFIC, INTERIOR WALL PAINT COLOR.
KEY PLAN
N
AREA A AREA B
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TCL
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DATE
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DATE
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DATE
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DATE
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DATE
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FIRE DEPARTMENT
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SAFETY OFFICE
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ENVIRONMENTAL QUALITY
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SECURITY
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COMMUNICATIONS
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CE OPERATIONS
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CONTRACT MANAGEMENT
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AIRFIELD MANAGEMENT
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DATE
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SHEET
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CIVIL ENGINEER OFFICE
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APPROVED USING AGENCY
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APPROVED CECN
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APPROVED CE
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CHECKED PROJ. ENGR.
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DRAWN BY
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PROJECT NO.
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DRAWING NO.
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DATE
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DATE
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SCALE:
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OF
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DATE
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AIR COMBAT COMMAND
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DEPARTMENT OF THE AIR FORCE
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01 SEP 17
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06 SEP 17
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ENVIRONMENTAL, FAC 5045
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RPR/CNS BACKSHOPS
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FBNV 130026
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FBNV 130026
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DATE
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AIRFIELD LIGHTING
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AIRFIELD BARRIER MAINTENANCE
BREAK ROOM
SHEET METAL SHOP
POWER
GERBER
MENS
CORRIDOR
MECH
RECOVERY ROOM
OFFICE
SHEET METAL SHOP
TESTING SHOP
TOOL STORAGE
A-401
85'-8"±
48'-4"± 37'-4"± 40'-0"±
40'-0"±
24'-0"±
44'-4"±8'-0"±
MENS
ENTRY VESTIBULE
8'-0"±
28'-2"± 16'-2"±
S H
E E
T
A
M A
T C
H
L
I N
E
R E
F E
R E
N C
E
SCALE:
4' 8' 16'
1/8" = 1'-0''
BUILDING 5045
FLOOR PLAN
SCALE: 1/8"=1'-0"
N
A-102
KEY NOTES - FLOOR PLAN
01 INSTALL NEW SUSPENDED 2x2 ACOUSTICAL TILE CEILING SYSTEM.
02 INSTALL NEW SUSPENDED GYPSUM WALL BOARD (GWB) CEILING…
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