Attachment 03 Drawings.pdf
PDF 5 MB Posted
- Attached to
- ZQEL 22-0006 Renovate B301
- Solicitation number
- FA665626B0003
About this file
This is a construction design document for a sustain-repair project at Youngstown Air Reserve Station, 910th Airlift Wing, located at 3976 Kings Grave Road, Vienna, Ohio 44473. Project ZQEL 22-0006 involves repair and renovation of Building 301, Aircraft Ground Equipment, a 25,703 square foot facility. The project is designed by D.J. Cutrer with a construction date of 04/08/2026.
The scope of work includes demolition and renovation of Rooms 111, 112, and 113, along with modifications to Rooms 101 and 102 (Age Equipment Bays). Key work items include: removal of existing ceiling grids, 2x2' panels, diffusers, and return air grates; removal of existing 2x4' layin lights; removal of existing apparatus in ceiling areas during construction; removal of kick plates from all doors; removal of floor tile and base cover; removal of collapsible wall and tract systems; and removal of existing blinds and hardware. Construction requirements include general structural notes addressing building codes, concrete foundations, cast-in-place concrete, wood trusses, wood construction details, structural steel, and various inspection and safety protocols. The design incorporates new ceiling systems with integrated LED troffers, updated electrical and HVAC systems, fiberglass window replacements, door hardware replacements, floor finishes, and interior painting. The document provides detailed floor plans, reflective ceiling plans, interior view photographs with component labeling, room finish and color schedules, door hardware schedules, and opening/door remarks for the renovation areas.
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B217
B42
B30
B20
TOWER
CONTROL
TRAFFIC
FAA AIR
TANKSPOL
F90
B126
B54
B54
B40
B40
B41
B30
B51
B511
TEST PAD
ENGIN
E
B413
B40
B517
B515
B51
B40
B504
B50
B51
B51
B503
B50
B50
B402B40
B41
B128
B12
TANK
WATER
B113
B21
B30
B30
B53
B112
B111
B10
B10
B10
B100
B20
B208
B30
B30
B53
B308B31
B51
B53
B52
TRUCK SCALE
B53
B29
B50
B203
P14
B30
EYEWASH
B400
TARGET
RANGE
B53
B53
CLASS A FENCE
INSTALLED 2' INSIDE
GOV'T. PROPERTY LINE
B53
B53
B20
B52
F90
F20
B506
B105
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N.T.S. 25,703
SUSTAIN - REPAIR BUILDING 301 AGE EQUIPMENT
TITLE SHEET
G1
D.J. CUTRER
05/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER: DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
YOUNGSTOWN AIR RESERVE STATION
3976 KING GRAVES ROAD
VIENNA, OHIO 44473
YOUNGSTOWN WARREN REGIONAL AIRPORT, ARS
SUSTAIN-REPAIR BUILDING 301, Aircraft Ground Equipment
PROJECT ZQEL 22-0006
AIR FORCE RESERVE COMMAND HEADQUARTERS
910th AIRLIFT WING
1 of 9 G1 TITLE SHEET
2 of 9 G2 SCOPE OF WORK LAYOUT PLAN
3 of 9 G3 CONSTRUCTION GENERAL NOTES
4 of 9 A1 ROOM 111, 112 & 113 DEMOLITION PLAN
5 of 9 A2 ROOM 111, 112 & 113 FLOOR PLAN
6 of 9 A3 ROOM 111, 112 & 113 REFLECTIVE CEILING PLAN
7 of 9 A4 ROOM 101 & 102 FLOOR PLAN
8 of 9 A5 ROOM 101 INTERIOR VIEWS
9 of 9 A6 ROOM 102 INTERIOR VIEWS
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SR 44
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SR 11
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US 224
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SR 5
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SR 46
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SR 45
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SR 82
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US 305
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SR 88
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US 422
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WARREN
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US 322
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SR 11
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US 20
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LAKE ERIE
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SR 7
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SR 7
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YOUNGSTOWN
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US 422
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KING GRAVES RD.
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PENNSYLVANIA
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OHIO
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YOUNGSTOWN AIR BASE
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SITE LOCATION
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US 305
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US 422
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WARREN
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LAKE ERIE
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SR 7
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YOUNGSTOWN
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KING GRAVES RD.
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SR 98
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PENNSYLVANIA
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SR 7
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OHIO
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YOUNGSTOWN AIR BASE
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SITE LOCATION
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BUILDING. 510
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BASE CIVIL ENGINEER
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BUILDING. 510
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BASE CIVIL ENGINEER
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BLDG 301
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BUILDING. 504
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BASE CONTRACTING OFFICE
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MAIN GATE
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FIRE TRAINING FACILITY
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POND
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SIGN
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BUILDING NORTH
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TRUE NORTH
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CAMP ROAD
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%%ULOCATION MAP
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%%UVICINITY MAP
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%%UDRAWING INDEX
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DWG SHEET NO: SHEET TITLE
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GOVERNMENT SIGNATURE BLOCK
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REVIEWED BY:
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PROJECT ENGINEER
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DATE
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CHIEF, DESIGN BRANCH
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DATE
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APPROVED BY:
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CHIEF, ENGINEERING DIVISION
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DATE
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REVIEW SIGNATURE BLOCK
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COMMUNICATIONS SYSTEMS - EDWARD S. BURNS
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DATE
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SAFETY - LT COL FRANK A. GALATI
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DATE
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MAINTENANCE-FLIGHTLINE - SMSGT JEROME FABIAN
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DATE
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FIRE PROTECTION - MATTHEW E. WILLIAMS
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DATE
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SECURITY POLICE - TSGT ZACHARY D. CONN
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DATE
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DATE
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AIRCRAFT GROUND EQUIPMENT - SMSGT JOSHUA A. SLUSSER
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DATE
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ANTI-TERRORISM OFFICER - ANDREW J. MATHEWS
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DATE
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DATE
N.T.S. 25,703
G3
D.J. CUTRER
04/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER:
REV
DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SUSTAIN - REPAIR BUILDING 301 - AGE EQUIPMENT
CONSTRUCTION GENERAL NOTES
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1. SPREAD FOUNDATIONS - ASSUMED ALLOWABLE SOIL BEARING 2.0 KSF. SPREAD FOUNDATIONS - ASSUMED ALLOWABLE SOIL BEARING 2.0 KSF. 2. N/A N/A 3. NOTIFY THE CONTRACTING OFFICER AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL NOTIFY THE CONTRACTING OFFICER AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS OR SOIL CONDITIONS IN VARIANCE WITH TEST BORING, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, MATERIAL DIFFERING FROM TEST BORINGS, OR SOIL OF QUESTIONABLE BEARING CAPACITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND FINAL CLEARANCE OF ANY REQUIRED NEEDLING, UNDERPINNING, SHORING, OR BRACING OF EXISTING STRUCTURES. 5. STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED 95% OF MODIFIED STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED 95% OF MODIFIED OPTIMUM DENSITY. 6. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL BRACING. TEMPORARY OR PERMENANT, HAS BEEN PROVIDED. 7. DO NOT PLACE FILL ON FROZEN GROUND. ALL SOIL SURROUNDING AND UNDER DO NOT PLACE FILL ON FROZEN GROUND. ALL SOIL SURROUNDING AND UNDER FOUNDATIONS SHALL BE PROTECTED FROM FREEZING & FROST ACTION DURING THE COURSE OF CONSTRUCTION. SOIL WHICH HAS BEEN ALLOWED TO FREEZE SHALL BE REMOVED. 8. BOTTOM OF EXTERIOR FOUNDATIONS SHALL BE AT LEAST 3'-6" BELOW FINISHED BOTTOM OF EXTERIOR FOUNDATIONS SHALL BE AT LEAST 3'-6" BELOW FINISHED GRADE. 9. EXCAVATION THROUGH EXISTING SLAB-ON-GRADE SHALL BE CONDUCTED SO AS NOT EXCAVATION THROUGH EXISTING SLAB-ON-GRADE SHALL BE CONDUCTED SO AS NOT TO UNDERMINE REMAINING SLABS. UNDERMINED SLABS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
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- 2023 INTERNATIONAL BUILDING CODE (IBC-2023)
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- ASCE STANDARDS (ASCE/SEI 7-10), MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
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STRUCTURES.
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THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF SUPPORTING WHEN COMPLETED.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES
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REQUIRED TO BUILD THE STRUCTURE AND TO ENSURE SAFETY DURING DEMOLITION AND
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CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING, SHORING
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AND RESHORING REQUIREMENTS, CONSTRUCTION LOADS, UNDER-PINNING, ETC.
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2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE CONTRACTING OFFICER TO
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MINIMIZE INTERFERENCE WITH OPERATIONS AND TO INSURE THE SAFETY OF ALL
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PERSONNEL.
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3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES,
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SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR.
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4. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS
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OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
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PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
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NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS
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RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY
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OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.
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5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
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THE PREPARATION OF SHOP DRAWINGS. SHOULD ANY DISCREPANCY BE FOUND, THE
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CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
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6. QUALITY OF CONSTRUCTION REQUIRED. PERFORMANCE LEVELS OF WORKMANSHIP.
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MANUFACTURING AND INDUSTRY STANDARDS. STRENGTH AND PHYSICAL REQUIREMENTS OF
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MATERIALS. CONFORMANCE TO CODES AND REGULATIONS. GUARANTEE REQUIREMENTS AND
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OTHER PERTINENT INFORMATION ARE CONTAINED IN THE PROJECT MANUAL.
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7. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR
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SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY
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AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL
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BE PROVIDED.
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8. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO STRUCTURAL
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WORK. ANY CHANGES TO THE STRUCTURAL SYSTEMS SHALL BE REDESIGNED BY A
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PROFESSIONAL ENGINEER AT NO COST TO THE OWNER OR A/E AND SUBMITTED TO THE
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A/E FOR REVIEW. SUBMITTAL SHALL BE ACKNOWLEDGED IN WRITING BEFORE BEGINNING
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CONSTRUCTION.
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9. EQUIPMENT FRAMING, LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC,
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PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY.
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CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING
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WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE
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REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR.
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BUILDING RISK CATEGORY, TABLE 1604.5 - II
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1. LIVE LOADS (SECTION 1607):
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ROOF LIVE LOAD
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20 PSF
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2. SNOW LOAD (INTERNATIONAL BUILDING CODE-2020, SECTION 1609):
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3. WIND LOAD (IBC-2012, SECTION 1609):
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i. BASIC WIND SPEED (3 SECOND GUST), 120 MPH, qz = 27.9 PSF
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ii. WIND IMPORTANCE FACTOR, Iw N.A.
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iii. BUILDING RISK CATEGORY = IV
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iv. WIND EXPOSURE CATEGORY = C
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v. Kh =0.89, G = 0.85
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vi. MAX POSITIVE ROOF PRESSURE, P = 26.1 PSF
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vii. MAX NEGATIVE ROOF PRESSURE, P = 39.1 PSF
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viii. INTERNAL PRESSURE COEFFICIENT, Gcpi = +/-0.18 (OPEN BUILDING)
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4. EARTHQUAKE DESIGN DATA (SECTION 1613):
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SEISMIC LOADS
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I. RISK CATEGORY = IV
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ix. MAPPED SPECTRAL RESPONSE: Ss = 0.18; S1 = 0.06
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iv. SITE CLASS = D
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v. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.192; SD1 = 0.093
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vi. SEISMIC DESIGN CATEGORY = C
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vii. BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL ORDINARY MOMENT FRAMES
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viii. SEISMIC RESPONSE COEFFICIENT, Cs = 0.08
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ix. RESPONSE MODIFICATION FACTOR, R = 3.5
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ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE METHOD
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5. DEAD LOADS:
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i. ASPHALT SHINGLES 2 PSF
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ii. FELT 1 PSF
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iii. PLYWOOD SHEATHING 2 PSF
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iv. RAFTERS & STUDS 10 PSF
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v. INSULATION 5 PSF
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%%UCOLLATERAL LOAD 10 PSF
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TOTAL DEAD LOAD 30 PSF
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BUILDING CODE
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CONSTRUCTION AND SAFETY
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DESIGN LOADS
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GENERAL STRUCTURAL NOTES
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WOOD CONSTRUCTION
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1. DIMENSIONAL LUMBER USED FOR ALL FRAMING, EXCEPT TRUSSES, STUDS, SOLE
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PLATES, AND CAP PLATES SHALL BE SPRUCE PINE FIR NO.2 OR BETTER.
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(NORTH). AREAS TO RECEIVE TILE OR MARBLE FLOORS MAY NEED TO BE
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STIFFENED BEYOND MINIMUM CODE REQUIREMENTS TO PREVENT CRACKING -
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BUILDER AND INSTALLER SHALL DETERMINE SAME. (DOUBLE EVERY OTHER
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FLOOR JOIST)
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2. DIMENSIONAL LUMBER USED FOR WALL STUDS, SOLE PLATES, AND CAP
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PLATES SHALL BE SPRUCE PINE FIR NO.2 OR BETTER. (NORTH).
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3. ALL DIMENSIONAL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF
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4. WALL STUDS SHALL BE 2X6'S @ 16" C/C AND SHALL BE ONE PIECE FULL
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HEIGHT. PROVIDE A MINIMUM OF 2 STUDS AT EACH SIDE OF ALL OPENINGS
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THROUGH ALL WALLS UNLESS NOTED OTHERWISE. APPLY GLUE TO FULL
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MATING SURFACE OF STUDS AND NAIL TOGETHER.
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5. WHERE THE TERM "G & N" IS NOTED ON THE PLAN SET IT MEANS GLUE AND
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NAIL. GLUING SHALL CONFORM TO THE INFORMATION STATED BELOW. NAILING
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SHALL APPLY ENOUGH CLAMPING FORCE TO HOLD THE GLUED MATING
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SURFACES IN CONTACT UNTIL THE GLUE ATTAINS FULL STRENGTH.
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6. WHERE GLUING OF WOOD MEMBERS IS SPECIFIED THE GLUE THAT IS TO BE
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USED IS "TITEBOND CONSTRUCTION ADHESIVE" AS MANUFACTURED BY
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FRANKLIN INTERNATIONAL.
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7. WHERE GLUING IS SPECIFIED IT SHALL BE COMPLETED AS FOLLOWS:
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7.1. PLACE CONTINUOUS BEAD(S) OF GLUE ON ONE OF THE SURFACES TO BE
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GLUED.
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7.2. SPREAD GLUE OVER 100%%% OF THE SURFACE TO BE MATED.
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7.3. NAIL SO THAT SURFACES ARE HELD TIGHTLY TOGETHER UNTIL GLUE
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ATTAINS FULL STRENGTH.
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7.4. WIPE AWAY ANY EXCESS GLUE WHICH IS EXPELLED IF IT'S APPEARANCE
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WILL BE UNACCEPTABLE IN THE FINISHED STRUCTURE.
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8. THE FOLLOWING FASTENING SCHEDULE OUTLINES THE MINIMUM REQUIREMENTS
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AND SHALL BE USED IN CONJUNCTION WITH THE COMPLETE FASTENING
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SCHEDULE IN 1995 CABO R-602.3A (RSN = RING SHANK NAIL CWN
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= COMMON WIRE NAIL)
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8.1. SUB FLOOR TO JOISTS: FASTEN WITH GLUE AND 1-8D RSN @ 6" C/C.
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8.2. SOLE PLATES TO SUB FLOOR: GLUE AND 1-16D CWN @ 8" C/C.
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8.3. STUDS TO SOLE PLATE: FASTEN WITH 2-16D CWN.
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8.4. STUDS TO CAP PLATES: FASTEN WITH 2-16D CWN.
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8.5. STUD-TO-STUD AND PLATE-TO-PLATE: 2-10D CWN @ 6" C/C.
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8.6. ROOF SHEATHING TO TRUSSES: 8D CWN @ 4" C/C.
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8.7. ROOF TRUSSES TO WALLS: SIMPSON STRONG-TIE ANCHOR H2.5.
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8.8. MULTIPLE 2X LINTELS: G & N WITH 16D CWN'S AS REQUIRED.
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8.9. MULTIPLE LVL BEAMS: FASTEN PER MANUFACTURER RECOMMENDATIONS.
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8.10. ROOF TRUSSES TO LVL: SIMPSON ANCHOR HU210
AutoCAD SHX Text SPECIFICATIONS - NDS, NATIONAL DESIGN SPECIFICATIONS FOR WOOD NDS, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION. EXTENDED ENDS - TRUSSES SHALL BE FURNISHED WITH EXTEND ENDS - TRUSSES SHALL BE FURNISHED WITH EXTEND ENDS TRUSSES SHALL BE FURNISHED WITH EXTEND ENDS WHERE INDICATED ON THE DRAWINGS. BRIDGING, CAMBER & WELDING - PER NDS - PER NDS PER NDS UPLIFT - WITHIN 5 FT. OF BUILDING EDGE, NET UPLIFT DESIGN - WITHIN 5 FT. OF BUILDING EDGE, NET UPLIFT DESIGN WITHIN 5 FT. OF BUILDING EDGE, NET UPLIFT DESIGN FOR JOIST - 15 PSF ALL OTHERS, NET UPLIFT DESIGN FOR JOIST - 10 PSF SPECIAL JOIST - JOISTS INDICATED ON THE ROOF FRAMING PLAN AS - JOISTS INDICATED ON THE ROOF FRAMING PLAN AS JOISTS INDICATED ON THE ROOF FRAMING PLAN AS SPECIAL JOISTS SHALL BE DESIGNED FOR THE LOADS SHOWN ON THE JOIST LOADING DIAGRAMS. * ROOF SHEATHING * SPECIFICATIONS - NDS, NATIONAL DESIGN SPECIFICATIONS FOR WOOD NDS, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION. THICKNESS - 3/4" PLYWOOD ROOF SHEATHINGS (MIN.) 3/4" PLYWOOD ROOF SHEATHINGS (MIN.) FASTENERS - SIDE SEAM ATTACHMENTS - 3 - #10 SCREWS/SPAN.- SIDE SEAM ATTACHMENTS - 3 - #10 SCREWS/SPAN.SIDE SEAM ATTACHMENTS - 3 - #10 SCREWS/SPAN.
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WOOD TRUSSES
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CONCRETE FOUNDATIONS
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1. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS
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OF:
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A. AMERICAN
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CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING,
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BUT NOT LIMITED TO, ACI 301 (AS MODIFIED IN THE PROJECT MANUAL),
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ACI 305.1, ACI 306, ACI 315, ACI 318 AND SP-15.
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B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF
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STANDARD PRACTICE".
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2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS
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AT 28 DAYS:
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A. 4000 PSI WITHOUT ENTRAINED AIR FOR ALL CONCRETE UNLESS
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SPECIFICALLY NOTED OTHERWISE.
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B. 4000 PSI WITH 5%%% ENTRAINED AIR FOR ALL CONCRETE PERMANENTLY
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EXPOSED TO THE WEATHER.
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C. 4000 PSI FOR BUILDING FOOTINGS.
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3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
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CONFORMING TO ASTM A-615, GRADE 60 U.N.O.
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4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 DELIVERED IN FLAT
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SHEETS.
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6. ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-80, "MANUAL OF
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STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
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UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
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8. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY
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TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED
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CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR
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STAINLESS STEEL. CONCRETE CUBES SHALL BE USED FOR THE SUPPORT OF
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REINFORCING ON GRADE.
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9. CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR SIZE AND LOCATION OF
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EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ETC. REQUIRED
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BY OTHER TRADES. RECONCILE THEIR EXACT SIZES AND LOCATIONS BEFORE
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PROCEEDING WITH THE WORK. ALL ITEMS SHALL BE FURNISHED AND
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INSTALLED PRIOR TO PLACEMENT OF CONCRETE. SECURE THE APPROVAL OF
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THE STRUCTURAL ENGINEER PRIOR TO PLACING OPENINGS NOT SHOWN ON
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THE STRUCTURAL DRAWINGS.
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10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY
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HOOK, IF REQUIRED, IS NOT INCLUDED. USE STANDARD 90 DEGREE BAR
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HOOK U.N.O.
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11. PROVIDE HORIZONTAL CONTROL/CONSTRUCTION JOINTS IN SLABS AND
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VERTICAL CONTROL/CONSTRUCTION JOINTS IN WALLS AS SHOWN ON THE
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DRAWINGS. ALL BEAMS, SPANDRELS, AND SLABS SHALL BE CAST
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MONOLITHICALLY, EXCEPT FOR REQUIRED CONTROL/CONSTRUCTION JOINTS
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SHOWN ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT ALTERNATE AND
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ADDITIONAL CONSTRUCTION JOINT LOCATIONS AND DETAILS TO THE A/E FOR
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APPROVAL PRIOR TO CONSTRUCTION. AT LEAST 48 HOURS SHALL ELAPSE
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BETWEEN CASTING OF ADJOINING UNITS. REINFORCEMENT SHALL BE
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CONTINUOUS ACROSS CONSTRUCTION JOINTS UNLESS DETAILED OTHERWISE
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ON THE DRAWINGS. SUBMIT ALL CONSTRUCTION JOINT LOCATIONS WITH
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REINFORCING STEEL SHOP DRAWINGS.
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12. WHERE CONSTRUCTION JOINTS ARE REQUIRED BUT ARE NOT INDICATED ON
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THE DRAWINGS, THEY SHALL BE LOCATED AT MIDSPAN OF BEAMS,
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REINFORCING SLABS, AND WALLS, AND SHALL BE SUBJECT TO REVIEW BY
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THE A/E OR OWNER. UNLESS OTHERWISE NOTED OR SHOWN ON THE
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DRAWINGS, PROVIDE A CONTINUOUS SHEAR KEY IN SLABS AND WALLS, AND
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A MINIMUM OF TWO CONTINUOUS HORIZONTAL KEYS IN BEAMS AND EACH
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JOIST. THE MINIMUM KEY SIZE SHALL BE 1-1/2" DEEP BY 1/3 THE DEPTH
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OR WIDTH OF THE MEMBER.
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CAST-IN-PLACE CONCRETE
AutoCAD SHX Text INSPECTIONS AND TESTING SERVICES SHALL BE PERFORMED BY BASE ENGINEERING, IN CONFORMANCE WITH PROJECT MANUAL AND OHIO BASIC BUILDING CODE, NEC, & NPC. FOOTER CONCRETE AND SIDEWALK CONCRETE SHALL BE TESTED AND PAID FOR BY THE CONTRACTOR AS PART OF HIS BASE BID: INSPECTIONS AND TESTING SHALL BE PERFORMED FOR; BUT NOT LIMITED TO: A. FIELD DENSITY TESTING OF SOILS. FIELD DENSITY TESTING OF SOILS. B. SOILS GRADATIONS AND FILL PLACEMENT. SOILS GRADATIONS AND FILL PLACEMENT. C. CAST-IN-PLACE CONCRETE. CAST-IN-PLACE CONCRETE. D. MASONRY. MASONRY. E. STRUCTURAL STEEL, STEEL JOISTS AND METAL DECK. STRUCTURAL STEEL, STEEL JOISTS AND METAL DECK. F. WELDING WELDING G. COLD-FORMED METAL FRAMING.COLD-FORMED METAL FRAMING.
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INSPECTIONS
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EQP. - EQUIPMENT
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DEFL. - DEFLECTION
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MANUF. - MANUFACTURER
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W.W.F. - WELDED WIRE FABRIC
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W/O - WITHOUT
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W/ - WITH
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VERT. - VERTICAL
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OTHERWISE
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U.N.O. - UNLESS NOTED
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TYP. - TYPICAL
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TST - TOP OF STEEL
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T/CONC. - TOP OF CONCRETE
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T.&B. - TOP & BOTTOM
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T. - TOP
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SYM. - SYMMETRICAL
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SUP. - SUPPORT
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STR. - STRUCTURE
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STL. - STEEL
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STD. - STANDARD
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S.S. - SOLID SLAB
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SPRD. - SPREAD
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SPACING
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SPA. - SPACES OR
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SL - SLOPED
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S.J. - STEEL JOIST
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SHT. - SHEET
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SECT. - SECTION
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SCHED. - SCHEDULE
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REQD. - REQUIRED
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REINF. - REINFORCE (D) (ING)
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R/C - REINFORCED CONCRETE
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R. - RISER
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PSF - POUNDS PER
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PL. - PLATE
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O/C - ON CENTER
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OPP. - OPPOSITE
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OPG. - OPENING
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NTS - NOT TO SCALE
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NS - NEAR SIDE
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N-S - NORTH-SOUTH
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MK. - MARK
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MIN. - MINIMUM
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MAX. - MAXIMUM
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MAS. - MASONRY
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LONG. - LONGITUDINAL
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LLV - LONG LEG VERTICAL
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LLH - LONG LEG HORIZONTAL
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K. - KIP (1000 LBS.)
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JT. - JOINT
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JST. - JOIST
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INT. - INTERIOR
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HDR. - HEADER
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HORIZ. - HORIZONTAL
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GRD. - GROUND
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GD. - GRADE
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GA. - GAGE
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FTG. - FOOTING
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F.S. - FAR SIDE
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FLR. - FLOOR
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F.L. - FULL LENGTH
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FIN. - FINISH
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FDN. - FOUNDATION
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EXT. - EXTERIOR
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EXIST . - EXISTING
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EX. - EXISTING
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E.W. - EACH WAY
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E-W - EAST-WEST
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ELEV. - ELEVATOR
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EL. - ELEVATION
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EXP JT - EXPANSION JOINT
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E.F. - EACH FACE
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E.E. - EACH END
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EA. - EACH
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DWL. - DOWEL
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DWG. - DRAWING
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D.J. - DOUBLE JOIST
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DIM. - DIMENSION
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DIA. - DIAMETER
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DET. - DETAIL
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DEPR. - DEPRESSION
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CMU - CONCRETE MASONRY UNIT
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CONT. - CONTINUOUS
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CONC. - CONCRETE
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CTR. - CENTER
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C.J. - CONSTRUCTION JOINT
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COL. - COLUMN
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CLR. - CLEAR
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C.L. - CENTERLINE
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C.J. - CONTROL JOINT
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C/C - CENTER TO CENTER
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CANT. - CANTILEVER
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BRG. - BEARING
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BP. - BASE PLATE
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BSMT. - BASEMENT
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BOT. - BOTTOM
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BM. - BEAM
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BLDG. - BUILDING
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& - AND
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@ - AT
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ARCHITECTURAL
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ARCH. - ARCHITECT OR
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A.F.F. - ABOVE FINISH FLOOR
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ADDL. - ADDITIONAL
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ADT. - ALTERNATE
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ADJT. - ADJUSTABLE
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A.B. - ANCHOR BOLT
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STRU. - STRUCTURAL
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TSL - TOP OF SLAB
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S.O.G. - SLAB-ON-GRADE
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VBAR. - VAPOR BARRIER
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BLK. - BLOCK
AutoCAD SHX Text STRUCTURAL STEEL CONSTRUCTION 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS - LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1-88. 3. STRUCTURAL STEEL: STRUCTURAL STEEL: A. ROLLED STEEL SHAPES: ASTM A992 GRADE 50. ROLLED STEEL SHAPES: ASTM A992 GRADE 50. B. STEEL PLATES, BARS, AND RODS AND ROLLED STEEL ANGLES AND STEEL PLATES, BARS, AND RODS AND ROLLED STEEL ANGLES AND CHANNELS: ASTM A36. C. STEEL TUBING: ASTM A500, GRADE B. STEEL TUBING: ASTM A500, GRADE B. D. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B. E. ANCHOR BOLTS: ASTM A307. ANCHOR BOLTS: ASTM A307. 4. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS - ALLOWABLE STRESS DESIGN" AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BEARING-TYPE BOLTS WITH THREADS ALLOWED ACROSS THE SHEAR PLANE. 5. WELDING ELECTRODES SHALL BE E-70 OR BETTER. FOR WELDING WELDING ELECTRODES SHALL BE E-70 OR BETTER. FOR WELDING SYMBOLS WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN SIZE. 6. IN GENERAL, IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS IN GENERAL, IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT ALL SHOP CONNECTIONS BE WELDED AND ALL FIELD CONNECTIONS BE BOLTED EXCEPT WHERE NOTED OTHERWISE. A. NON-COMPOSITE BEAM CONNECTIONS SHALL BE DESIGNED TO DEVELOP NON-COMPOSITE BEAM CONNECTIONS SHALL BE DESIGNED TO DEVELOP 55% OF THE TOTAL LOAD CAPACITY DERIVED FROM THE ALLOWABLE UNIFORM LOAD TABLES FOR Fy=50 KSI. IN PART 2 OF THE NINTH EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION", UNLESS THE REACTION 'R' IS SHOWN ON THE DRAWINGS. B. COMPOSITE BEAM CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE COMPOSITE BEAM CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE REACTION 'R' SHOWN ON THE DRAWINGS. C. MOMENT CONNECTIONS INDICATED ON THE DRAWINGS SHALL BE MOMENT CONNECTIONS INDICATED ON THE DRAWINGS SHALL BE DESIGNED FOR THE MOMENTS NOTED. IF NO DESIGN MOMENT IS INDICATED, THEN THE FULL CAPACITY OF THE SECTION MUST BE DEVELOPED. 7. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEEL FRAMING MEMBERS. 8. PROVIDE BEARING PLATES UNDER STEEL BEAMS OF ADEQUATE SIZE TO PROVIDE BEARING PLATES UNDER STEEL BEAMS OF ADEQUATE SIZE TO KEEP MASONRY BEARING PRESSURE UNDER 250 PSI. STEEL BEAMS AND GIRDERS SHALL BEAR A MINIMUM OF 8" ON MASONRY, UNLESS OTHERWISE NOTED. 9. PROVIDE A NON-METALLIC, NON-SHRINK GROUT UNDER ALL COLUMN PROVIDE A NON-METALLIC, NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES AND BEAM BEARINGS. 10. EMBEDMENT LENGTH OF HILTI EXPANSION BOLTS, OR APPROVED EMBEDMENT LENGTH OF HILTI EXPANSION BOLTS, OR APPROVED SUBSTITUTION, INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: 1/2" DIAMETER BOLTS - 3-1/2" EMBEDMENT 3/4" DIAMETER BOLTS - 5" EMBEDMENT 11. TYPICAL BEAM SHEAR CONNECTIONS NOT DETAILED ON THE DRAWINGS TYPICAL BEAM SHEAR CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE DETAILED WITH STANDARD DOUBLE ANGLE TYPE CONNECTIONS, USING A325 BOLTS.
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13. DRYPACK:
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A. DRYPACK SHALL BE 5000 PSI NON-SHRINK GROUT, FIVE STAR OR
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EQUIVALENT APPROVED.
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B. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO
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FRAMING MEMBER IS INSTALLED.
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C. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN
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HAS BEEN PLUMBED, PRIOR TO FLOOR OR ROOF INSULATION.
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FOOTINGS, WALLS:
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A. DOWELS IN FOOTINGS SHALL MATCH VERTICAL WALL REINFORCING
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UNLESS SHOWN OTHERWISE.
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15. FOOTINGS, ALL CONSTRUCTION JOINTS BELOW GRADE SHALL HAVE
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WATERSTOPS.
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16. THE HARDENED CONCRETE OF HORIZONTAL CONSTRUCTION JOINTS SHALL BE
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DAMPENED AND THEN THOROUGHLY COVERED WITH A COAT OF CEMENT
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GROUT OF SIMILAR PROPORTIONS TO THE MORTAR IN THE CONCRETE. THE
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FRESH CONCRETE SHALL BE PLACED BEFORE THE GROUT HAS ATTAINED ITS
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INITIAL SET.
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17. WELDING OF REINFORCING STEEL IS NOT PERMITTED.
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18. COMPLY WITH ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF
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SPECIAL FINISHES OR TREATMENTS TO EXPOSED CONCRETE.
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19. PROVIDE 6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC AND FIBER
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REINFORCING IN ALL SLABS-ON-GRADE, UNLESS OTHERWISE NOTED.
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20. PLACE WELDED WIRE FABRIC IN SLABS-ON-GRADE 2 INCHES DOWN FROM
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THE TOP OF SLAB, UNLESS OTHERWISE NOTED.
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21. REINFORCING BAR LAP SPLICES AND ANCHORAGE LENGTH SHALL CONFORM
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TO ACI REQUIREMENTS.
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STRUCTURAL ABBREVIATIONS
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9. WHERE "LVL" OR "LSL" ARE NOTED ON THE DRAWINGS THE PRODUCTS USED
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MUST MEET THE FOLLOWING CRITERIA:
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- M.O.E. = 2,000,000 PSI.
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- FB = 2,000 PSI
SQUARE FOOT
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1/16" = 1' 25,703
G2
D.J. CUTRER
04/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER: DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SUSTAIN - REPAIR BUILDING 301 - AGE EQUIPMENT
SCOPE OF WORK LAYOUT PLAN
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WOMEN'S
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TOILET
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MEN'S
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TOILET
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LOCKER RM
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BATT RM
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MECH RM.
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JANITOR
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CORRIDOR
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TOILET RM
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5 TON CAPACITY RAILS
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(ABOVE)
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3 TON MONORAIL
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(ABOVE)
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5 TON MONORAIL SYSTEM (ABOVE)
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AutoCAD SHX Text 19'-2 "14"
AutoCAD SHX Text 98'-10 "14"
AutoCAD SHX Text 31'-4 "12"
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AutoCAD SHX Text 5'-5 "34"
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AutoCAD SHX Text 14'-8 "34"
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AutoCAD SHX Text ROOM 102 2. FLOOR, WALLS AND CEILING TO BE CLEANED AND PAINTED. ALL FIRE ALARM ELECTRICAL BOXES AND EXPOSED CONDUIT TO BE PAINTED RED. EXPOSED CAT 5 WIRES TO BE INSTALLED INTO A 4" CONDUIT TRAY AND MOUNTED TO WESTERLY WALL. ROOM 101 3. FLOOR, WALLS AND CEILING TO BE CLEANED AND PAINTED. ALL FIRE ALARM ELECTRICAL BOXES AND EXPOSED CONDUIT TO BE PAINTED RED. EXPOSED CAT 5 WIRES TO BE INSTALLED INTO A 4" CONDUIT TRAY AND MOUNTED TO WESTERLY WALL. ROOM 111 4. REMOVE EXISTING FLOOR TILES, CEILING TILES, CEILING GRID, AIR RETURNS GRATES, DIFFUSERS, AND 2x4 LAYIN LIGHTS. EXISTING APPARATUS IN CEILING TILE TO REMAIN. ROOM OCCUPANCY SENSORS TO BE INSTALLED IN ADDITION TO ALL THAT REMOVED. ALL WALLS/DOORS TO BE PAINTED AND ALL FIRE ALARM JUNCTION BOXES AND CONDUIIT TO BE PAINTED RED ABOVE AND BELOW CEILING LINE. ROOM 112 5. REMOVE EXISTING FLOOR TILES, CEILING TILES, CEILING GRID, AIR REMOVE EXISTING FLOOR TILES, CEILING TILES, CEILING GRID, AIR RETURNS GRATES, DIFFUSERS, AND 2x4 LAYIN LIGHTS. EXISTING APPARATUS IN CEILING TILE TO REMAIN. ROOM OCCUPANCY SENSORS TO BE INSTALLED IN ADDITION TO ALL THAT REMOVED. ALL WALLS, DOORS AND WINDOW FRAMES TO BE PAINTED AND ALL FIRE ALARM JUNCTION BOXES AND CONDUIIT TO BE PAINTED RED ABOVE AND BELOW CEILING LINE. ROOM 113 6. REMOVE EXISTING FLOOR TILES, CEILING TILES, CEILING GRID, AIR RETURNS GRATES, DIFFUSERS, AND 2x4 LAYIN LIGHTS. EXISTING APPARATUS IN CEILING TILE TO REMAIN. ROOM OCCUPANCY SENSORS TO BE INSTALLED IN ADDITION TO ALL THAT REMOVED. ALL WALLS, DOORS AND WINDOWS FRAMES TO BE PAINTED AND ALL FIRE ALARM JUNCTION BOXES AND CONDUIIT TO BE PAINTED RED ABOVE AND BELOW CEILING LINE. CURTAIN WALL TO BE REMOVED.
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SCOPE OF WORK GENERAL NOTES
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NO PAINT SCHEDULED WINDOW REPLACEMENT ONLY
AutoCAD SHX Text 4'-5"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 21'-9 "34"
AutoCAD SHX Text 4'-4 "34"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 56'-4 "14"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text 5'-9"
AutoCAD SHX Text 4'-9"
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Oven
4" = 1' 25,703
SUSTAIN - REPAIR BUILDING 301 - AGE EQUIPMENT
ROOM 111, 112 & 113 DEMOLITION PLAN
A1
D.J. CUTRER
04/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER: DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE: 1/4" = 1'
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WOMEN'S
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TOILET
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MECH RM.
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AutoCAD SHX Text BLDG 301 - 25,703 sqft
AutoCAD SHX Text 19'-6 "14"
AutoCAD SHX Text 29'-2 "12"
AutoCAD SHX Text 14'-4"
AutoCAD SHX Text 19'-1 "14"
AutoCAD SHX Text 14'-5 "34"
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NO WORK SCHEDULED
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AutoCAD SHX Text Oven
AutoCAD SHX Text Ex. SUPPLY AIR DIFFUSER
AutoCAD SHX Text Ex. RECESSED LIGHT FIXTURE
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CEILING MOUNTED OCCUPANCY SENSOR
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2'X2' ACT CEILING GRID
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SPRINKLER HEAD
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LEGEND
AutoCAD SHX Text 2' x 2' RECESSED LIGHT FIXTURE LED
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AutoCAD SHX Text Ex. THEROMSTAT
AutoCAD SHX Text Ex. DUPLEX OUTLET
AutoCAD SHX Text Ex. COMM/DATA
AutoCAD SHX Text Ex. EMERGENCY LIGHTING
AutoCAD SHX Text Ex. COLD AIR RETURN
AutoCAD SHX Text 2' x 2' RECESSED LIGHT FIXTURE LED
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DUPLEX OUTLET
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COMM/DATA
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SWITCH, DIMMER
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SWITCH, THREE-WAY, DIMMER
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SWITCH
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FIRE ALARM - HANDLE
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FIRE EXTINGUISHER
AutoCAD SHX Text MASS NOTIFICATION SPEAKER xx DENOTES WATTAGE TAP. WP DENOTES WEATHERPROOF. CLG DENOTES CEILING MOUNTED LOCATION. PWR DENOTES A SELF AMPLIFIED SECURITY SPEAKER.
AutoCAD SHX Text CEILING MOUNTED MASS NOTIFICATION COMBINATION SPEAKER/STROBE MARKED "ALERT" WITH AMBER COLORED LENSE. XX DENOTES CANDELA RATING. YY DENTOES WATTAGE TAP.
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8" SPEAKER COVER
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1. REMOVE EXISTING CEILING GRID AND 2'x2' PANELS REMOVE EXISTING CEILING GRID AND 2'x2' PANELS 2. REMOVE EXISTING DIFFUSERS AND RETURN AIR GRATES REMOVE EXISTING DIFFUSERS AND RETURN AIR GRATES 3. REMOVE EXISTING 2'x4' LAYIN LIGHTS. 4. EXISTING APPARATUS IN CEIING GRID TO BE SUPPORTED DURING CONSTRUCTION. (SPEAKERS, STROBES, SPRINKLERS) 5. REMOVE KICK PLATES FROM ALL DOORS. 6. REMOVE FLOOR TILE AND BASE COVE. 7. REMOVE EXISTING COLLASPABLE WALL AND TRACT SYSTEM. 8. REMOVE EXISTING BLINDS AND HARDWARE.
AutoCAD SHX Text KEYED NOTES: BLDG 301, ROOM 111, 112 and 113
%%UA1 - ROOM DEMOLITION PLAN
OPENING / DOOR HARDWARE SCHEDULE
ROOM FINISH & COLOR SCHEDULE
COLOR SCHEDULE KEY:
3/16" = 1' 25,703
SUSTAIN - REPAIR BUILDING 301 - AGE EQUIPMENT
ROOM 111, 112, 113 FLOOR PLAN
A2
D.J. CUTRER
04/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER: DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE: 3/16" = 1'
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WOMEN'S
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TOILET
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MEN'S
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TOILET
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MECH RM.
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JANITOR
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AutoCAD SHX Text 14'-3 15/16"
AutoCAD SHX Text 19'-1 5/16"
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NO WORK SCHEDULED
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AutoCAD SHX Text 29'-6 9/16"
AutoCAD SHX Text 14'-5 5/8"
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FLOORING LVT.1
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FLOORING LVT.1
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SILL
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JAMB
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HEAD
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DETAILS
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FRAME
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MAT
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ELEV
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TYPE
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WIDTH
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GL
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THK
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DOOR
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MAT
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AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 7'-8"
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HM
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TG
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HM
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AutoCAD SHX Text 5 7/8
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HGT
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WIDTH
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FIRE RATING (MIN)
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OPENING SIZE
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OPENING NUMBER
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THRESHOLD
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STOP
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CLOSER
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REMARKS
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DOOR PROT.
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PANIC DEVICE
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LATCH
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LOCK
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SUSP.
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REMARKS
AutoCAD SHX Text HARDWARE SCHEDULE LEGEND BH BUTT HINGES BUTT HINGES C CLASSROOM FUNCTION CLASSROOM FUNCTION E ENTRANCE FUNCTION ENTRANCE FUNCTION K KICKPLATE KICKPLATE P PASSAGE FUNCTION PP PUSH/PULL PUSH/PULL S STOREROOM FUNCTION STOREROOM FUNCTION W WALLWALL
AutoCAD SHX Text OPENING/DOOR SCHEDULE LEGEND ALUM ALUMINUM ALUMINUM HM HOLLOW METAL HOLLOW METAL SCW SOLID CORE WOOD SOLID CORE WOOD TIG TEMPERED INSULATED GLASS TEMPERED INSULATED GLASS TG 1/4" TEMPERED GLASS1/4" TEMPERED GLASS
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OUTSIDE
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HM
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HM
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AutoCAD SHX Text 5-7/8
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AutoCAD SHX Text OPENING/DOOR REMARKS LEGEND O DOOR SWINGS OUT OF ROOM DOOR SWINGS OUT OF ROOM R REFER TO FRAME ELEVATIONREFER TO FRAME ELEVATION
AutoCAD SHX Text OPENING/DOOR REMARKS NOTES 1 DOOR NUMBER REFERS TO THE ROOM DOOR NUMBER REFERS TO THE ROOM DOOR SWINGS INTO, UNLESS NOTED AS OUTSWINGING IN THE REMARKS COLUMN. 2 WHEN THE ROOM HAS MORE THAN ONE WHEN THE ROOM HAS MORE THAN ONE OPENING, THE HYPHEN & ALPHABETIC SUFFIX REFERS TO THE HEXAGON LETTER ON THE FLOOR PLANS.
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HM
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TG
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AutoCAD SHX Text ROOM FINISH SCHEDULE LEGEND SOME MAY NOT OCCUR ACP 2x4 LAY-IN CEILING PANEL 2x4 LAY-IN CEILING PANEL ACT 1X1 GLUED CEILING TILE 1X1 GLUED CEILING TILE ETR EXISTING TO REMAIN EXISTING TO REMAIN C/G CONCRETE MASONRT UNIT & GYPSUM WALLBOARD CONCRETE MASONRT UNIT & GYPSUM WALLBOARD CMU CONRETE MASONRY UNIT CONRETE MASONRY UNIT CPT CARPET CARPET CPTC CARPET COVED CARPET COVED CT CERAMIC TILE CERAMIC TILE GB GYPSUM WALLBOARD GYPSUM WALLBOARD ME MATCH EXISTING MATCH EXISTING PRE PREFINISHED PREFINISHED PT PAINT PAINT SVC SHEET VINYL COVED SHEET VINYL COVED SVT SOLID VINYL TILE SOLID VINYL TILE VAR VARIES VARIES VBC VINYL BASE COVED VINYL BASE COVED VBS VINYL BASE STRAIGHT VINYL BASE STRAIGHT WC WALL COVERING WALL COVERING WM WALK-OFF MATERIALWALK-OFF MATERIAL
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CEILING
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WALLS
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NORTH
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RM. NO.
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ROOM NAME
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FLOOR
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BASE
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SOUTH
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EAST
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WEST
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TYPE
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MAIN ROOM
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LVT.1
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VBC
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PT.2
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AutoCAD SHX Text ETR EXISTING TO REMAIN EXISTING TO REMAIN P&M PATCH & MATCH EXISTING PATCH & MATCH EXISTING M.E. MATCH EXISTING MATCH EXISTING FLOOR ROOM 111, 112 & 113 ROOM 111, 112 & 113 LVT.1 LUXURY VINYL TILE - KARNDEAN, VAN GOGH WOOD, LUXURY VINYL TILE - KARNDEAN, VAN GOGH WOOD, RECLAIMED AMERICAN REDWOOD, VGW99T, 48" x 7" x (1/8") CUSTOM ADHESIVE CUSTOM ADHESIVE BASE ROOM 111, 112 & 113 ROOM 111, 112 & 113 VBC.1 RUBBER COVE BASE - ROPE, PINNACLE WALL BASE, RUBBER COVE BASE - ROPE, PINNACLE WALL BASE, ROPE, PINNACLE WALL BASE, STANDARD TOE, COLOR: 187 BLUE - 4" H. X 1/8" DOORS/FRAMES & WINDOWS ROOM 111, 112 & 113 WALLS ROOM 111, 112 & 113 ROOM 111, 112 & 113 PT.4 PAINT - SHERWIN WILLIAMS, A-100 EXTERIOR ARCYLIC PAINT - SHERWIN WILLIAMS, A-100 EXTERIOR ARCYLIC LATEX, COLOR: SW-7004 SNOWBOUND, EGG SHELL FINISH, 2 COATS
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SUPERINTENDENT ROOM
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ACT.1
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BREAK AREA
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LVT.1
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VBC
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AutoCAD SHX Text REPLACE HARDWARE w/BRUSHED ALUM
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HGT
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FIN
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MAT
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LVT.1
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VBC
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ACT.1
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ACT.1
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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PT.2
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GENERAL NOTES
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A. PAINT ALL HOLLOW METAL TRIM PT.4 -
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WILLIAMS, PRO CLASSIC ALKYD INTERIOR ENAMEL,
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LOW-ODOR PAINT, COLOR: SW 6509 GEORGIAN BAY,
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SEM IGLOSS OIL.
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B. MATCH ADJOINING OR EXISTING SIMILAR SURFACES
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COLORS, TEXTURES OR PATTERNS WHERE DISTURBED
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OR DAMAGED BY ALTERATIONS OR NEW WORK WHEN
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NOT SCHEDULED.
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C. WHERE FIN TUBE COVERS, CONVECTORS, METAL ACCESS
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DOORS, PANELS, COVER PLATES OR OTHER MISC.
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METALS OCCUR WITHIN A WALL, PAINT THEM TO MATCH
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THE COLOR OF THE WALL.
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D. WHERE RESILIENT FLOORING MEETS EXISTING FLOORING,
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PROVIDE THE APPROPRIATE RESILIENT TRIM PER
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SPECIFICATIONS. ROPE COLOR: 187 BLUE.
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DOOR #
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CEILING ROOM 111, 112 & 113
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ACOUSTIC CEILING TILE - ARMSTRONG, CIRRUS
AutoCAD SHX Text ANGLED REGULAR 584 2' x 2' x 3/4" WITH
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PRELUDE 15/16" SUSPENSION SYSTEM - WHITE
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SCHEDULED NOTES
AutoCAD SHX Text E. REMOVE AND REPLACE OVERSIUZED DOOR KICK PANELS WITH NEW STAINLESS STEEL PANELS. MATCH EXISTING SIZES AND FASTEN WITH STAINLESS STEEL TRIM SCREWS. F. ALL SURFACES TO BE PREPPED IN ACCORDANCE WITH WALL OR FLOOR COVERINGS MANUFACTURERS SPECIFICATIONS.
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1. INTERIOR DOORS AND FRAMES TO BE PAINTED ON INTERIOR DOORS AND FRAMES TO BE PAINTED ON BOTH SIDES. 2. EXTERIOR DOORS AND FRAMES TO BE PAINTED ON EXTERIOR DOORS AND FRAMES TO BE PAINTED ON THE INSIDE SURFACE ONLY. 3. REFER TO THE REFLECTED CEILING FINISH PLAN A3 REFER TO THE REFLECTED CEILING FINISH PLAN A3 FOR SQFT FINISHES AND COLORS. 4. CASEMENT WINDOWS TO BE SANDED AND PRIMED(1 CASEMENT WINDOWS TO BE SANDED AND PRIMED(1 COAT) PRIOR TO PAINTING. 5. REPLACE METAL HORIZONTAL BLINDS WITH NEW WHITE REPLACE METAL HORIZONTAL BLINDS WITH NEW WHITE BLINDS. SIMILAR TO EXISTING.
AutoCAD SHX Text PT.1 PAINT - SHERWIN WILLIAMS, A-100 EXTERIOR ARCYLIC LATEX. LOW-ODOR PAINT, COLOR: SW-6509 GEORGIAN BAY, EGG SHELL FINISH, 2 COATS, (FOR DOORS/FRAMES) PT.2 PAINT - SHERWIN WILLIAMS, ALL SURFACE ENAMEL OIL PRIMER, WHITE. PT.3 PAINT - PRO CLASSIC, INTERIOR ALKYD OIL BASED ENAMEL, SW-6509 GEORGIAN BAY, SEMI-GLOSS FINISH, 2-COATS. (FOR CASEMENT WINDOWS)
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DOOR
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FRAME
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WINDOW
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ALL/PT.1
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ALL/PT.2,3
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ALL/PT.2,3
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ALL/PT.1
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ALL/PT.1
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ALL/PT.1
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ALL/PT.1
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ALL/PT.1
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PAINT INSIDE PORTION OF DOOR
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AutoCAD SHX Text REPLACE HARDWARE w/BRUSHED ALUM
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CABINETS ROOM 113
AutoCAD SHX Text REPLACE LOWER CABINET HARDWARE WITH AMERDECO BRUSHED SATIN NICKEL CABINET PULLS BIN CUP STYLE
%%UA2 - ROOM FLOOR PLAN
1/4 " = 1' 25,703
SUSTAIN - REPAIR BUILDING 301 - AGE EQUIPMENT
REFLECTIVE CEILING PLAN
A3
D.J. CUTRER
04/08/2026
AIR FORCE RESERVE COMMAND HEADQUARTERS - 910th AIRLIFT WING
3976 KINGS GRAVE ROAD, VIENNA, OHIO 44473
SCALE:
BUILDING
NUMBER: DATE:
DESIGN
BY:
CONST.
DATE:
GROSS
SQ. FT.:
YOUNGSTOWN AIR
RESERVE STATION
VIENNA, OHIO
SCALE: 1/4" = 1'
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WOMEN'S
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TOILET
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MEN'S
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TOILET
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MECH RM.
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JANITOR
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AutoCAD SHX Text 19'-6 "14"
AutoCAD SHX Text 29'-2 "12"
AutoCAD SHX Text 14'-4"
AutoCAD SHX Text 19'-1 "14"
AutoCAD SHX Text 14'-5 "34"
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NO WORK SCHEDULED
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AutoCAD SHX Text Ex. SUPPLY AIR DIFFUSER
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CEILING MOUNTED OCCUPANCY SENSOR
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2'X2' ACT CEILING GRID
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SP…
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