Atch 3 ZQEL 19-0016 - Drawings.pdf

PDF 5 MB Posted Jun 9, 2026

Attached to: Building 305 Office Renovations - ZQEL 19-0016
Solicitation number: FA665626B0002
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Jun 9, 2026

This document set contains architectural design and construction drawings for renovation work at Building 305 (Aircraft Hanger) at Youngstown Air Reserve Station, operated by the 910th Airlift Wing under Air Force Reserve Command Headquarters. The project, identified as ZQEL 19-0016, involves maintain/repair/construct various room renovations at the MX Commander Offices located at 3976 King Graves Road, Vienna, Ohio 44473.

The scope of work focuses on Rooms 246-248-249 and includes demolition of existing wall sections, doors, and finishes; installation of new gypsum wall board framing with insulation; new drop ceilings with integrated LED lighting; installation of fire-rated windows and doors with specialized framing; new electrical systems including power outlets, HVAC ductwork, and communications infrastructure; and interior finishes including paint, vinyl base, and acoustic ceiling tiles. The project requires coordination of structural modifications, mechanical/electrical/plumbing relocations, and compliance with fire-rated construction standards. General construction notes specify use of wood trusses, concrete foundations, hollow metal frames, and materials meeting specified strength and safety ratings. The drawings include location plans, demolition plans, proposed floor layouts, door and interior finish schedules, ceiling and lighting plans, power layout plans, wall sections showing existing and proposed conditions, and detailed interior wall sections at various scales. No response dates, pricing information, or contract vehicle type is identified in these design documents.

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Other files

File	Type	Posted
Atch 7 Base Access Requirements ZQEL 19-0016 - Bid Opening.pdf	PDF	Jul 8, 2026
Solicitation Amendment FA665626B00020001 SF 30.pdf	PDF	Jul 8, 2026
Solicitation Amendment FA665626B00020002 SF 30.pdf	PDF	Jul 8, 2026
Solicitation Amendment FA665626B00020003 SF 30.pdf	PDF	Jul 8, 2026
B305 Questions and Answers.pdf	PDF	Jun 30, 2026
Atch 6 Bid Specifications Book 09-0016 R1.pdf	PDF	Jun 9, 2026
Atch 1 Wage Determination B305 5-18-2026.pdf	PDF	Jun 9, 2026
Solicitation - FA665626B0002.pdf	PDF	Jun 9, 2026
Atch 2 ZQEL 09-0016 Project Specification Cover.pdf	PDF	Jun 9, 2026
Atch 4 ResQuestionnaire.docx	DOCX document	Jun 9, 2026
Atch 5 910 AW EAL Application 2026.pdf	PDF	Jun 9, 2026

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ASSAULT STRIP 3,500'X 60'

T/W "G

T/ W

RUNWAY SAFETY AREA RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREARUNWAY OBJECT FREE AREA

T/W "H"

RUNWAY 14-32 9,003, X 150' (TRUE BEARING N 134.9531° E)

PAPI

U. S. A. F.

YOUNGSTOWN AIR RESERVE STATION

CAM

P R

OAD

30'

42'

N.T.S. 290

VARIOUS BUILDING ROOM RENNOVATIONS;

TITLE SHEET, SIGNATURES, INDEX OF SHEETS

DEPARTMENT OF THE AIR FORCE

SCALE:

BUILDING

NUMBER: DATE:

DESIGN

BY:

CONST.

DATE:

GROSS

SQ. FT.:

YOUNGSTOWN AIR RESERVE STATION

3976 KING GRAVES ROAD

VIENNA, OHIO 44473

YOUNGSTOWN WARREN REGIONAL AIRPORT, ARS

MAINTAIN/REPAIR/CONSTRUCT VARIOUS ROOM RENOVATIONS

AT BUILDING 305 MX Commander Offices

PROJECT # ZQEL 19-0016

AIR FORCE RESERVE COMMAND HEADQUARTERS

910th AIRLIFT WING

1 of 11 G1 TITLE SHEET

2 of 11 G2 STRUCTURAL GENERAL NOTES

3 of 11 A1 HANGER 305 LOCATION MAP

4 of 11 A2 EXISTING SITE PLAN & DEMOLITION KEY NOTES

5 of 11 A3 PROPOSED SITE PLAN & KEY NOTES

6 of 11 A4 DOOR AND WALL SCHEDULE

7 of 11 A5 CEILING GRID & ELECTRICAL PLAN

8 of 11 A6 POWER LAYOUT PLAN

9 of 11 A7 EXISTING HANGER WALL SECTIONS

10 of 11 A8 PROPOSED HANGER WALL SECITONS

11 of 11 A9 INTERIOR WALL SECTIONS

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SR 44

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US 305

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WARREN

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LAKE ERIE

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YOUNGSTOWN

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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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WARREN

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LAKE ERIE

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YOUNGSTOWN

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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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MAIN GATE

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TOWER

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CONTROL

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TRAFFIC

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FAA AIR

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TANKS

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POL

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TEST PAD

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ENGINE

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TANK

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WATER

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TRUCK SCALE

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EYEWASH

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CLASS A FENCE

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INSTALLED 2' INSIDE

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GOV'T. PROPERTY LINE

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SIGN

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BUILDING NORTH

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TRUE NORTH

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LZ ASSAULT LANDING STRIP

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AIRCRAFT APRON

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STOP

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BUILDING 305

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BUILDING. 504

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BASE CONTRACTING OFFICE

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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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LANDSCAPE AREA SOW 01 00 00 1.2-C2

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D.J. CUTRER

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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%%ULOCATION MAP

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%%UVICINITY MAP

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%%U INDEX OF SHEETS

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DWG SHEET NO: SHEET TITLE

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CONTROLLED UNCLASSIFIED INFORMATION

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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

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USING AGENCY

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BIO-ENVIRONMENTAL

N.T.S. 290

AIRCRAFT HANGER BUILDING 305

GENERAL CONSTRUCTION NOTES & SPECIFICATIONS

DEPARTMENT OF THE AIR FORCE

SCALE:

BUILDING

NUMBER:

REV

DATE:

DESIGN

BY:

CONST.

DATE:

GROSS

SQ. FT.:

GENERAL CONSTRUCTION NOTES & SPECIFICATIONS

SCALE: N.T.S.

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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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- 2018 INTERNATIONAL BUILDING CODE (IBC-2018)

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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-2018, 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

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SQUARE FOOT

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D.J. CUTRER

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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CONTROLLED UNCLASSIFIED INFORMATION

N.T.S 290

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AIRCAFT HANGER 305 2nd FLOOR PLAN

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AREA OF WORK

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NAME

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ROOF

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ROOF

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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ROOM 246-248-249 DEMOLITIAN PLAN

1/4" = 1' 290

AIRCRAFT HANGER BUILDING 305

DEMOLITION PLAN / MODIFY EXISTING OFFICES

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ROOF

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ROOF

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BASE BOARD HEAT

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BASE BOARD HEAT

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POWER STRIP

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CEILING HEIGHT 9'-9"

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CEILING HEIGHT 8'-6"

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CEILING HEIGHT 8'-6"

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

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1. REMOVE EXISTING STUD WALL (SHADED AREA) FULL HEIGHT. ROOMS 248-249 HAVE A 8'-6" REMOVE EXISTING STUD WALL (SHADED AREA) FULL HEIGHT. ROOMS 248-249 HAVE A 8'-6" CEILING HEIGHT, ROOM 246 HAS A 9'-9" CEILING HEIGHT. 2. REMOVE EXISTING DOORS. DOOR LOCKS AND HINGES TO BE REMOVED AND REPLACED REMOVE EXISTING DOORS. DOOR LOCKS AND HINGES TO BE REMOVED AND REPLACED ACCORDINGLY WITH NEW DOOR REPLACEMENT. REMOVE AND REPLACE DOOR PLACARDS AND ROOM NUMBER SIGNS. 3. REMOVE EXISTING CEILING TILES AND GRID IN 246, 248, AND 249. 2' x 4' LIGHTS IN ROOM REMOVE EXISTING CEILING TILES AND GRID IN 246, 248, AND 249. 2' x 4' LIGHTS IN ROOM 246, 248 & 249 TO BE REMOVED, (18). DIFFUSER AND FIRE ALARM, SPRINKLER HEADS TO REMAIN. LIGHT SWITCHES TO BE RELOCATED TO NEW WALL LOCATION. 4. AREA INSIDE CONSTRUCTION LINE TO HAVE CARPETING REMOVED AND REPLACED (FUTURE COMMANDERS SUITE, ROOM 249) ALL OTHER CARPET TO REMAIN AND BE COVERED DURIING DEMOLITION AND CONSTRUCTION. 5. REMOVE WALL MATERIAL FOR THE INSTALLATION OF 6'x4' FIRE RATED WINDOW / FRAME. RELOCATE HVAC DUCT WORK ON HANGER SIDE OF WALL. REFER TO A6, INSTALL LINTEL. REFER TO SHEET A7 FOR EXISTING WALL CROSS SECTION. 6. EXISTING VINYL BASE MOLDING TO BE REMOVED FROM ROOMS 246, 248, & 249. 7. REMOVE VINYL BASE MOLDINGS IN HALLWAY FROM DOOR JAMB TO ROOM 246. REMOVE VINYL BASE MOLDINGS IN HALLWAY FROM DOOR JAMB TO ROOM 246. 8. EXISTING LIGHT TO BE REMOVED. (NOT REPLACED) EXISTING LIGHT TO BE REMOVED. (NOT REPLACED) 9. REMOVE VINYL BASE FROM THESE ROOMS. REMOVE VINYL BASE FROM THESE ROOMS. 10. EXISTING LIGHT SWITCH TO BE RELOCATED TO HALLWAY WALL (250). EXISTING LIGHT SWITCH TO BE RELOCATED TO HALLWAY WALL (250). FOR ACCESS FROM STAIRWELL. REFER TO SHEET A3 & A5. 11. EXISTING THERMOSTAT'S TO BE RELOCATED. REFER TO SHEET A3 & A5. 12. REMOVE ALL CEILING MOUNTED OCCUPANCY SENSORS, MASS NOTIFICATIONS SPEAKERS/STROBES. AND PROTECT FOR REINSTALLATION. 13. REMOVE SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLS AND MAINTAIN FOR REINSTALLATION. 14. PRIOR TO ANY DEMOLITION, CONTRACTOR TO ENCAPSULATE WORK AREA TO LIMIT DUST IN THE AIRCRAFT HANGER FACILITY.

AutoCAD SHX Text KEYED NOTES: BLDG 305, ROOM 232, 244 thru 249

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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

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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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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D.J. CUTRER

AutoCAD SHX Text 9/10/2020

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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AutoCAD SHX Text 910th AIRLIFT WING

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1-6/19

6'X4' 2 HOUR RATED WINDOW / FRAME

1-6/19

6'X4' PICTURE WINDOW

w/BLINDS

FURNITURE BY OTHERS

PROPOSED FLOOR LAYOUT PLAN

1/4" = 1' 290

AIRCRAFT HANGER BUILDING 305

ROOM 246-248-249 REMODEL LAYOUT PLAN

DEPARTMENT OF THE AIR FORCE

SCALE:

BUILDING

NUMBER:

REV

DATE:

DESIGN

BY:

CONST.

DATE:

GROSS

SQ. FT.:

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MXG CC

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MXG EXEC

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ADMIN

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CONFERENCE ROOM

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ADMIN

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80" LED TV

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AutoCAD SHX Text 5 9/16"

AutoCAD SHX Text 2 3/16"

AutoCAD SHX Text 4'-0"

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

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LADIES

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MEN'S

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1. ROOMS 232-244-245-246-247-248-249 TO BE PAINTED WITH 2 COATS OF SHERWIN WILLIAMS PAINT. REMOVE ALL VINYL BASE PRIOR AND ROOMS 232-244-245-246-247-248-249 TO BE PAINTED WITH 2 COATS OF SHERWIN WILLIAMS PAINT. REMOVE ALL VINYL BASE PRIOR AND REPAIR WALLS AS NEEDED. WALLS WILL BE PAINED SHERWIN WILLIAMS SW-7008 (ALABASTER), (PT-1), WITH ACCENT WALL SW-6509 (GEORGIAN BAY), (PT-2) 2. DOOR JAMBS FOR DOORS A, B, C, & D, E, F, & G, TO BE PAINTED SHERWIN WILLIAMS SW-6230 (RAINSTORM). (PT-3) DOOR JAMBS FOR DOORS A, B, C, & D, E, F, & G, TO BE PAINTED SHERWIN WILLIAMS SW-6230 (RAINSTORM). (PT-3) 3. DOORS TO BE REPLACED WITH CHERRY VENEER DOORS, REUSE LOCKSET(POLISHED BRASS) AND HINGES. RE-USE LOCKSET AND HINGES WITH DOORS TO BE REPLACED WITH CHERRY VENEER DOORS, REUSE LOCKSET(POLISHED BRASS) AND HINGES. RE-USE LOCKSET AND HINGES WITH NEW DOORS RESPECTIVLEY. REFER TO SHEET A3. 4. 2 HOUR FIRE RATED METAL FRAME AND WINDOW (6'w x 4'h) REFER TO A4-A8 FOR WINDOW SPECIFICATIONS. 2 HOUR FIRE RATED METAL FRAME AND WINDOW (6'w x 4'h) REFER TO A4-A8 FOR WINDOW SPECIFICATIONS. 5. DOOR AND JAMB TO BE POLISHED ALUMINUM GLASS STORE FRONT DOOR WITH MAINTENANCE LOGO STENCIL IN GLASS. REFER TO A4 FOR DOOR AND JAMB TO BE POLISHED ALUMINUM GLASS STORE FRONT DOOR WITH MAINTENANCE LOGO STENCIL IN GLASS. REFER TO A4 FOR SPECIFICATIONS. 6. ANDERSON, E-SERIES PICTURE WINDOW (6'w x 4'h) w/BLINDS ON ROOM 249 SIDE ONLY WITH CHERRY CASING ON BOTH SIDES. CASING TO ANDERSON, E-SERIES PICTURE WINDOW (6'w x 4'h) w/BLINDS ON ROOM 249 SIDE ONLY WITH CHERRY CASING ON BOTH SIDES. CASING TO BE OR MATCH BAIRD BROTHERS 3/4" x3-1/2" O.G. CASING - B108. TRIM WINDOW FRAME WITH 1" x 8" CHERRY. FINISH WITH TWO (2) COATS POLYURETHANE, SEMI-GLOSS FINISH. 7. ROOM 249 TO HAVE CHERRY BASEBOARD TO BE OR MATCH BAIRD BROTHERS 3/4" x 5-1/2" DOUBLE RIPPLE BASEBOARD - B210. FINISH ROOM 249 TO HAVE CHERRY BASEBOARD TO BE OR MATCH BAIRD BROTHERS 3/4" x 5-1/2" DOUBLE RIPPLE BASEBOARD - B210. FINISH WITH TWO (2) COATS OF POLYURETHANE, SEMI GLOSS. 8. ROOM 249 TO HAVE NEW CARPET, 10069 SOCRATES II-28, 00509 GELLNER, (T-1) ROOM 249 TO HAVE NEW CARPET, 10069 SOCRATES II-28, 00509 GELLNER, (T-1) 9. HALLWAY TO BE PAINTED SW-7008 (ALABASTER) FROM BATHROOM DOOR AREA TO 246. BEGIN HALLWAY PAINT AT DOOR JAMB AND WATER HALLWAY TO BE PAINTED SW-7008 (ALABASTER) FROM BATHROOM DOOR AREA TO 246. BEGIN HALLWAY PAINT AT DOOR JAMB AND WATER FOUNTAIN. VINYL BASE TO BE 6" TRUE BLUE (505) MANNINGTON, BURKEBASE TYPE TP 10. RELOCATE EXISTING THERMOSTATS, EMERGENCY LIGHTING, COMM/DATA AND OUTLET AS SHOWN. RELOCATE EXISTING THERMOSTATS, EMERGENCY LIGHTING, COMM/DATA AND OUTLET AS SHOWN. 11. COMM/DATA AND DUPLEX OUTLETS TO BE INSTALLED IN FLOOR OR LOW PROFILE WORK BOXES ON FLOOR. CONTRACTOR TO TAP POWER FROM FIRST FLOOR CEILING AND DRILL THROUGH PRECAST CONCRETE FLOOR. COMM DATA TO EXTEND FROM MECHIANICAL ROOM. EXTEND FROM FIRST FLOOR. 12. 6" VINYL COVE BASE TO EXTEND FROM DOOR JAMB OF ROOM 238 AND WATER FOUNTAIN NEAR ROOM 239 DOORWAY TO THE DOOR OF ROOM 246. WALL BASE TO BE MANNINGTON, TRUE BLUE (505). 13. RELOCATE EXISTING FIRE EXTINGUISHER WALL MOUNTED AS SHOWN. RELOCATE EXISTING FIRE EXTINGUISHER WALL MOUNTED AS SHOWN. 14. ONLY NEW WALLS WITH DRYWALL TO BE PRIMER'D WITH 1 COAT SHERWIN WILLAIMS DRYWALL PRIMER. 15. REMOVE AND REPLACE ROOM SIGNAGE BOARDS ACCORDINGLY. PROVIDE NEW MATCHING ROOM SIGNAGE BOARDS WHERE NEEDED.

AutoCAD SHX Text GENERAL NOTES: BLDG 305, ROOM 244 to 249

AutoCAD SHX Text

D.J. CUTRER

AutoCAD SHX Text 9/10/2020

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YOUNGSTOWN AIR

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RESERVE STATION

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VIENNA, OHIO

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AutoCAD SHX Text 910th AIRLIFT WING

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DOOR AND FRAME SCHEDULE

MXG COMMANDERS SUITE

DOOR

NUMBER

DOOR FRAME

WIDTH HEIGHT TYPE

DOOR

MATERIAL FINISH COATING GLAZING STC RATING TYPE MATERIAL FINISH COATING HEAD JAMB

ROOM

NUMBER ROOM NAME

240 MENS RESTROOM

243 WOMENS RESTROOM

244 ADMIN

245 MX DEPUTY

246 COMMANDERS SUITE

247 MX EXEC

248 CONFERENCE ROOM

249 MX CC

250 STAIRWELL

A B C D E F G H J

3'-0" 7'-0" A WD CH FF -- -- -- MFR MTL FF PT-3

3'-0" 7'-0" NL WD CH FF -- -- -- MFR MTL FF PT-3

3'-0" 7'-0" FG ALUM ALUM FF -- -- -- MFR ALUM FF PT-3

3'-0" 7'-0" NL WD CH FF MFR MTL FF PT-3

3'-0" 7'-0" NL WD CH FF -- -- -- MFR MTL FF PT-3

3'-0" 7'-0" EX ST PT-1 PT-1 -- -- -- MFR MTL PT-3 PT-3

INTERIOR FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR

FINISH

WALL

BASE

WEST

FINISH

NORTH

FINISH

EAST

FINISH

SOUTH

FINISH

CEILING

MATERIAL FINISH

REMARKS

MXG COMMANDERS SUITE

- RB-2 P-1 P-1 P-1 P-1 RB-2 = 6" VINYL BASE (BLUE)

EX RB-1 P-1 P-1 P-1 P-3 EX - RB-1 = 4" VINYL BASE (BLUE)

EX RB-1 P-1 P-3 P-1 P-1 EX -

EX RB-1 P-1 P-1, 4 P-1 P-1 ACT-1 -

EX RB-1 P-1 P-3 P-1 P-1 EX -

EX RB-1 P-1, 4 P-1 P-1 P-3, 4 ACT-1 EX - W-1, PT-5 CHERRY WINDOW TRIM

CAR.1 W-1 P-1 P-1 P-1, 4 P-3 ACT-1 FF W-1, PT-5 CHERRY WINDOW TRIM & BASEBOARD

MILLWORK

HARDWARE

SET REMARKSTHRESHOLD

232 HALLWAY

240 MENS RESTROOM

243 WOMENS RESTROOM

244 ADMIN

245 MXG DEPUTY

246 ADMIN

247 MXG EXEC

248 CONFERENCE ROOM

249 MX CC

PASSAGE BRUSHED COPPER

RE-USE EX.

ALUM PASSAGE

RE-USE EX.

NEW PASSAGE BRUSHED COPPER

RE-USE FROM ROOM 249

N/A

GENERAL NOTES

LEGEND

1. SEE INTERIOR FINISH SCHEDULE FOR INTERIOR

DOOR COLORS.

ACOU ACOUSTIC

ALUM ALUMINUM

ANOD ANODIZED

ATFP ANTI TERRORISM / FORCE PROTECTION

CO CASED OPENING

(E) EXISTING

FF FACTORY FINISH

FPG FIRE PROTECTIVE GLAZING

GL1 TEMPERED CLEAR

HD HEAVY DUTY

HM HOLLOW METAL

IGU INSULATED GLASS UNIT

INS/HM INSULATED HOLLOW METAL

LAM LAMINATED

MD MAX DUTY

MFR MANUFACTURER

MG METAL…

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File details come from the government source that posted it. Updated Jun 9, 2026.