16.1012.08-19.10.11-Final Bid Drawings.pdf

GENERAL

GI000 COVER SHEET

GI100 CODE ANALYSIS

GI200 GENERAL PHASING PLANS AND BID ALTERNATES

STRUCTURAL

SI001 STRUCTURAL GENERAL NOTES

SD101 FIRST FLOOR DEMO PLAN

SD102 EXISTING BEAM DEMO PLAN

SD103 PLATFORM DEMO PLAN

SF101 FIRST FLOOR PLAN

SF102 ROOF PLAN

SF301 FRAMING ELEVATIONS

SF401 STRUCTURAL SECTIONS AND DETAILS

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 THIRD FLOOR DEMOLITION PLAN

AD103 ROOF DEMOLITION PLAN

AS101 FIRST FLOOR ARCHITECTURAL PLAN

AS102 SECOND FLOOR ARCHITECTURAL PLAN

AS103 THIRD FLOOR ARCHITECTURAL PLAN

AS300 ROOF PLAN

AS400 BUILDING ELEVATIONS

AS500 WALL SECTIONS

MECHANICAL

M001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

MD111 FIRST FLOOR PLAN - REMOVALS - PHASE 1

MD112 FIRST FLOOR PLAN - REMOVALS - PHASE 2

MD113 FIRST FLOOR PLAN - REMOVALS - PHASE 3

MD114 FIRST FLOOR PLAN - REMOVALS - PHASE 4

M101 BASEMENT PLANS - PHASE 1

M102 BASEMENT PLANS - PHASE 2

M103 BASEMENT PLANS - PHASE 3

M104 BASEMENT PLANS - PHASE 4

MH111 FIRST FLOOR PLAN - PHASE 1

MH112 FIRST FLOOR PLAN - PHASE 2

MH113 FIRST FLOOR PLAN - PHASE 3

MH114 FIRST FLOOR PLAN - PHASE 4

MH115 PIPING SUPPORT SYSTEM

M121 ROOF PLANS - PHASE 1

M122 ROOF PLANS - PHASE 2

M123 ROOF PLANS - PHASE 3

M124 ROOF PLANS - PHASE 4

M401 ENLARGED PLANS

M402 STEAM BOILER PLANT ISOMETRIC

M403 STEAM BOILER PLANT ELEVATIONS

M404 STEAM BOILER PLANT ELEVATIONS

M501 DETAILS

M502 DETAILS

M503 DETAILS

M601 SCHEDULES

M602 STEAM BOILER PIPING SCHEMATIC - REMOVALS

M603 STEAM BOILER PIPING SCHEMATIC - NEW WORK

M604 TYPICAL STEAM BOILER PIPING

M701 STEAM CONTROL SCHEMATIC LEGEND

M702 STEAM CONTROL SCHEMATIC

M703 STEAM CONTROL SCHEMATIC POINTS LIST

ELECTRICAL

E001 LEGEND, ABBREVIATION & INDEX OF DRAWINGS

ED111 FIRST FLOOR PLAN - REMOVALS - PHASE 1

ED112 FIRST FLOOR PLAN - REMOVALS - PHASE 2

ED113 FIRST FLOOR PLAN - REMOVALS - PHASE 3

ED114 FIRST FLOOR PLAN - REMOVALS - PHASE 4

ED121 SECOND FLOOR PLAN - REMOVALS - PHASES 1, 2, 3, & 4

EP111 FIRST FLOOR PLAN - NEW WORK - PHASE 1

EP112 FIRST FLOOR PLAN - NEW WORK - PHASE 2

EP113 FIRST FLOOR PLAN - NEW WORK - PHASE 3

EP114 FIRST FLOOR PLAN - NEW WORK - PHASE 4

EP121 SECOND FLOOR PLAN - NEW WORK - PHASE 1, 2, 3, & 4

E601 SINGLE LINE DIAGRAM

E602 SCHEDULES

PLUMBING

P001 LEGEND, ABBREVIATION & INDEX OF DRAWINGS

PD111 FIRST FLOOR PLAN - REMOVALS - PHASE 1

PD112 FIRST FLOOR PLAN - REMOVALS - PHASE 2

PD113 FIRST FLOOR PLAN - REMOVALS - PHASE 3

PD114 FIRST FLOOR PLAN - REMOVALS - PHASE 4

PP111 FIRST FLOOR PLAN - PHASE 1

PP112 FIRST FLOOR PLAN - PHASE 2

PP113 FIRST FLOOR PLAN - PHASE 3

PP114 FIRST FLOOR PLAN - PHASE 4

P501 DETAILS AND SCHEDULES

FIRE PROTECTION

FX001 LEGEND, SYMBOLS & INDEX OF DRAWINGS

FX002 GENERAL NOTES & DETAILS

FX101 FIRE SUPPRESSION FLOOR PLANS

SHEET LIST

SHEET# SHEET NAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No. : 2019-05163 OHIO COA NO.: 01528

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GI000

COVER SHEET

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOILS, IN 46202

317-800-6388

HEAPY

1400 W DOROTHY LANE

DAYTON, OH 45409

937-224-0861

REPLACE BOILERS (BLDG 147)

DAYTON, OHIO

552-19-107

10/11/2019 STW JDJ

BID DOCUMENTS

FULLY SPRINKLERED

DAYTON VA

DAYTON, OHIO

BID DOCUMENTS

REPLACE BOILERS (BLDG 147)

552-19-107

Contact:Contact:Contact: Contact:

GUIDON DESIGN INC.

Lauren Lai

Project Engineer

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Kyle Cyr Project Manager

1221 N PENNSYLVANIA STREET

Indianapolis, IN 46202 p: 317.800.6388 x ext 110 e: KCYR@guidondesign.com

PROJECT

MANAGER

DAYTON VA MEDICAL

CENTER

Robert Ivey

Contracting Officer

Network Contracting Office (NCO) 10 3140 Governor’s Place Blvd. – Suite 210 Kettering, OH 45409-1337 p: (937) 268-6511 Ext. 5402 e: robert.ivey@va.gov

OWNER

GUIDON DESIGN INC.

Stewart Whitcomb

Architect p: 317.800.6388 x 102 e: swhitcomb@guidondesign.com

ARCHITECT

p: 317.800.6388 x ext 117 e: llai@guidondesign.com

VICINITY MAP

LOCATION MAP

Contact:

HEAPY

Matthew S. Graham P.E.

Project Manager

1400 W Dorothy Lane Dayton OH 45409 p: 937-224-0861 e: MSGraham@heapy.com

MEPT

ENGINEER

BLDG 147 BOILER PLANT

1221 N PENNSYLVANIA STREET

Indianapolis, IN 46202

1221 N PENNSYLVANIA STREET

Indianapolis, IN 46202

Revisions: Date:

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016

EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION, 2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCE, 2016 EDITION.

NFPA 54 NATOINAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA

PROCESSING EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017

EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900

ASHRAE 90.1-2016 HVAC SYSTEMS

ASHRAE 189.1 -2014 STANDARD FOR THE DESIGN OF HIGH PERFORMANCE GREEN

BUILDINGS

ASHRAE 180 - 2012 VENTILATION FOR HEALTH CARE FACILITIES

ASHRAE 62.1 - 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

ASHRAE 0 - 2013 COMMISSIONING PROCESS

ASHRAE 55- 2013 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

ASHRAE 15 – 2013 SAFETY STANDARD FOR REFRIGERATION SYSTEMS

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

G. MEANS OF EGRESS

Means of egress. The building is equipped with an automated sprinkler system.

1. Maximum travel distance: 250 Feet (IBC 2018) or 400 feet (NFPA 101.40.6.2 Power Generation buildings.)

2. Common path of travel: 100 feet (75 feet IBC)

3. Dead ends: 50 feet

4. Corridors: Table 1020.1: Corridors are not required to be rated.

NFPA 101. 40.2.5.21 In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1), dead-end corridors shall not exceed 50 ft (15 m).

NFPA 101. 40.2.5.3.1 A common path of travel shall be permitted for the first 100 ft (30 m) in a building protected throughout by an approved, supervised a automatic sprinkler system in accordance with Section 9.7.

NFPA 101. 40.2.6.1 Travel distance shall not exceed 250 ft (91 m) in General Industry occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.

5. Number of exits: At least two exits shall be provided from every floor/tier. Existing exiting from floors above and below not modified within project scope.

NFPA 101. 40.2.3.2 Egress Width Factor: Table 7.3.3.1 requires a minimum egress width of 0.2 in per occupant for doors. ramps, and corridors and a minimum egress width of 0.3 in per occupant for stairs. Corridor shall not be less than 44 inches.

7. Occupant Load factor: Chapter 10, Table 1004.1.5, Factory - Industrial requires an occupancy load of 1 person per 100 square foot. The group rooms are assembly areas, unconcentrated with seating and tables which require an occupancy load of 1 person per 15 square foot.

8. Spaces with one exit or exit access doorway for occupancy F and fully sprinklered shall only require 1 door with a room occupancy of 49 or less. Where two or more exist are required they shall comply with the following:

Remoteness of exits: Where two or more exits or exit access doorways are required from any portion of the exit access, at least two of the exit doors or exit access doorways must be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways.

NFPA 101, 40.2.4.1.1 Not less than two means of egress shall be provided for every story or section, and not less than one exit shall be reached without traversing another story.

NFPA 101, 40.2.4.3. A single exit shall be permitted for any story or section in low and ordinary hazard insutrial occupancies, provided that the exit can be reached within the deistance permitted as a common path of travel (100 feet).

9. Doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons. (Chapter 10, 10101.2)

10. Ramp Design: per the LSC 7.2.5:

Maximum Slope: 1/12 Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.)

4 inch curbs required for drop off edge of ramp

Handrail: 30-38 inches (required for ramps with more than a 6 inch rise.

11. Means of Egress Illumination shall be provided.

12. Exit Signs 1013.1 Exception 1, Exit signs are not required in rooms or areas that required only one exit or exit access.

ICC IBC 2018 and LSC - NFPA 101-2018

A. OCCUPANCY CLASSIFICATION

1. The existing building occupancy is classified as Group F-1, Moderate Hazard factory industrial use, as the best approximation use is "electric generation plants".

(Chapter 3, 306) (NFPA 101 6.1.12 Industrial, General Purpose, Chapter 40, Industrial Occupancies).

2. Occupancy Classification is not changed by the scope of the project allowing the existing configuration to be grandfathered into compliance.

3. Occupancy Classification requires no special requirements based on use and occupancy. (Chapter 4)

B. CONSTRUCTION CLASSIFICATION

1. The building is an existing 5-story building with a F-1 occupancy. The project scope does not change the construction type or expand the overall building height or allowable area. (Chapter 5)

2. Primary structural elements are existing steel and concrete. The project scope adjusts and repairs structural elements but returns them to their existing configuration.

4. Existing Building, Assume: Type II A, 5 story limit, 14,300 square feet.

5. The Work will upgrade the building to complay as Fully Sprinkled

C. FIRE RESISTANCE RATED SEPARATIONS

1. Fire-Resistance Rating Requirements for Building Elements (hours) (Chapter 6, Table 601) Existing Building, Assume:

Primary Structure: 1 Bearing Walls Exterior 1 Interior 1 Non-Bearing Walls Interior 0 Floor Construction and secondary members 1 Roof Construction and secondary members 1

D. FIRE AND SMOKE PROTECTION FEATURES

1. Fire barriers and shaft enclosures shall meet Table 707.3.9 which requires a 2-hour fire-resistance rating for F-2 occupancies. Existing 3 hour fire barrier assumed to separate the existing building. (Chapter 7, Table 707.3.10)

2. Existing fire/smoke rated barriers shall be maintained within project boundary.

NFPA 101 40.3.2 Protection from hazards. 40.3.2.1 General. All high hazard industrial occupancies, operations, or processes shal have approved, supervised automatic extinguishing systems in accordance with Section 9.7 or ohter protection appropriate to the particular hazard, such as explosion venting or supression.

No high hazards are stored within building/project boundary.

NFPA 101. 8.7.1.1 Protection from any area having a degree of hazard greater that of normal to the general occupancy of the building or structure shall be provided by one of the following means: (1) Enclosing the area with a fire barrier without windows that has a 1-hour fire resistance rating in accordance with Section 8.3. (2) Protecting the area with automatic extinguishing systems in accordance with Section 9.7. All storage rooms within project boundary are protected by both item 1 and 2.

E. INTERIOR FINISH

Interior wall and ceiling finish to be designed in accordance with Table 803.11. (Chapter 8, Table 803.11)

1. Class A, B and C finish is permitted for interior walls and ceilings in rooms, and corridors. Class A or B finish is permitted for exits. (NFPA 40.3.3) NFPA 101. 40.3.3.3.1 Interior finishes shall comply with Section 10.2.

NFPA 101. 40.3.3.3. Interior floor finishes in exit corridors shall be Class 1 or Class II.

NFPA 101. 40.3.3.3.3 Interior floor finishes shall comply with 10.2.7.4 or 10.2.7 as applicable.

F. FIRE PROTECTION SYSTEMS

1. Automatic Sprinkler System is provided within the building and shall be modified to accommodate the renovation and it shall be revised in compliance with NFPA 13. (Chapter 9, (F) 903.2.11.4)

2. Portable Fire Extinguishers shall be provided and installed in accordance with Chapter 9 and NFPA 10. A single 2-A extinguisher shall be provided per 3,000 square feet, and within a travel distance of 75 feet. (Table 906.3(1)) NFPA 101, 40.3.5 Extinguishing Requirements. Portable fire extinguishers shall be provided in every business occupancy in accordance with 9.9/ NFPA 10.

3. Fire Alarm and Detection Systems is an existing system and shall be brought to current NFPA 72 as the existing system allows.

a. Chapter 9 (F) 907.2.2 Group F, Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances with activate through the notification zones upon sprinkler water flow.

NFPA 101. 40.3.4 Detection, Alarm and Communications Systems. General. A fire alarm system in accordance with Section 9.6 shall be provided in all business occupancies where (2) The occupancy is subject to 50 of more occupants above or below the level of exit discharge.

NFPA 101. 40.3.4.2 Initiation. Initiation of the required fire alarm system shall be by any one of the following means (3) Approved automatic sprinkler system in accordance with 9.6.2.1(3) that provides protection through the building and provisions 9.6.2.6 shall apply.

NFPA 101. 40.3.4.3 Notification. During all times that the building is occupied the required fire alarm system, once initiation shall perform on of the following functions: (1) It shall activate a general alarm in accordance with 9.6.3. (2) A positive alarm sequence in accordance with 9.6.3.4 shall be permitted.

CODE ANALYSIS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No. : 2019-05163 OHIO COA NO.: 01528

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GI100

CODE ANALYSIS

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOILS, IN 46202

317-800-6388

HEAPY

1400 W DOROTHY LANE

DAYTON, OH 45409

937-224-0861

REPLACE BOILERS (BLDG 147)

DAYTON, OHIO

552-19-107

10/11/2019 STW JDJ

BID DOCUMENTS

FULLY SPRINKLEREDRevisions: Date:

BFP

CO

A

B

C

D

PHASE I

CONSTRUCTION ACTIVITY - FIRE RISK: TYPE - TBD

PATIENT RISK GROUP: NONE

CLASS OF PRECAUTION MATRIX: I

A. PROJECT SHALL BE COMPLETED IN 4 PHASES. PHASED CONSTRUCTION ALLOWS VA TO

OPERATE AND MAKE SURE OF EQUIPMENT AND THE BUILDING DURING CONSTRUCTION.

REFER TO PHASING AND KEY PLAN WELL AS MECHANICAL AND ELECTRICAL PLANS FOR

PHASED CONSTRUCTION DETAILS.

B. THE MAIN PROJECT DRIVER IS REPLACEMENT OF THE BOILERS, WHICH IS NOT REFLECTED

IN THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE

CONSTRUCTION SCHEDULE AND FOR COORDINATING ALL WORK NOTED IN THE CONTRACT

DOCUMENTS. THE MAJORITY OF THE ARCHITECTURAL PLANS INDICATE AREAS WHICH ARE

EXISTING TO REMAIN.

C. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR AND STAFF

BEFORE CONSTRUCTION MAY BEGIN. PROVIDE SCHEDULE OF WORK FOR ALL WORK IN THE

CONTRACT DOCUMENTS.

D. THE GOVERNMENT SHALL PERFORM AN INFECTION CONTROL RISK ASSESSMENT (ICRA)

AND SUPPLY THIS TO THE A/E AND THE CONTRACTOR.

E. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED DURING

NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF OPERATION.

F. PROVIDE A 24"X36" STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY

DOOR LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

G. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH TEMPORARY DOOR

LOCATION.

H. CONTRACTOR SHALL SUPPLY SPILL KIT WHICH INCLUDES SHOP VAC, MULTI-PURPOSE SPILL

CONTROL SORBENTS TO ABSORB NON AGGRESSIVE LIQUIDS UP TO 30 GALLONS.

I. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY STORED IN

DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE MATERIALS SHALL NOT BE

STORED IN THE FACILITY.

L. REFER TO SPECIFICATIONS FOR ADDITIONAL IC / PHASING INFORMATION.

M. ALL SMOKE DETECTORS SHALL PROGRAMMED IN AND OUT OF THE FIRE ALARM SYSTEM

WHEN DEMOLISHING AND/OR REMOVING AND INSTALLING.

N. CONTRACTOR SHALL SEAL ALL SHAFTS AT THE FLOOR / CEILING WHEN WORK IS NOT BEING

PERFORMED SUCH THAT FIRE RATING AND SAFETY IS MAINTAINED. SMALLER OPENINGS

CAN BE PLUGGED WITH MINERAL WOOL. FOR LARGER OPENINGS REFER TO OSHA

STANDARDS.

PHASING / INFECTION CONTROL NOTES

SEQUENCE OF CONSTRUCTION INDICATED BELOW IS ONE POSSIBLE SOLUTION TO

MINIMIZE DOWNTIME AND MAXIMIZING REDUNDANCY OF THE CAMPUS STEAM SYSTEM

DURING CONSTRUCTION. CONTRACTOR IS REQUIRED TO SUBMIT A DETAILED SEQUENCE

OF CONSTRUCTION TO THE COR AT THE BEGINNING OF THE PROJECT. DEVIATIONS FROM

THE FOLLOWING PROPOSED SEQUENCE OF CONSTRUCTION WILL BE REVIEWED BUT WILL

NOT BE GROUNDS FOR ADDITIONAL COST TO THE GOVERNMENT.

WORK REQUIRING A STEAM PLANT SHUTDOWN MAY BE REQUIRED TO COINCIDE WITH THE

VA’S PLANNED SUMMER MAINTENANCE SHUT DOWN, AT THE COR’S DISCRETION. PROVIDE

SUFFICIENT DETAIL OF THE SCOPE OF THE WORK FOR COR TO DETERMINE IF

CONTRACTOR WORK CONFLICTS WITH MAINTENANCE ACTIVITIES. IF SHUTDOWN IS

REQUIRED TO BE INDEPENDENT, SHUTDOWN SHALL REQUIRE A 60 DAY WRITTEN NOTICE,

SHALL BE LIMITED TO 48 HOURS IN DURATION FROM FRIDAY EVENING TO SUNDAY EVENING

DURING PEAK COOLING SEASON, AND REQUIRES EXPLICIT APPROVAL OF COR.

WORK REQUIRING A SHUTDOWN OF A FUEL SYSTEM (LOSS OF FUEL SOURCE

REDUNDANCY) SHALL REQUIRE A 60 DAY WRITTEN NOTICE, SHALL BE LIMITED TO 48 HOURS

IN DURATION, AND REQUIRES EXPLICIT APPROVAL OF COR.

LOCATE ALL ON-SITE UTILITIES, ESTABLISH PLAN FOR PROTECTION

PROVIDE TEMPORARY EXTERIOR MEASURES FOR DEMOLITION OF WALLS, GLAZING

SYSTEMS, ABATEMENT, WASTE MANAGEMENT AND MOVEMENT OF HEAVY EQUIPMENT.

CONTRACTORS SHALL MINIMIZE WEATHER EXPOSURE TO THE GREATEST DEGREE

POSSIBLE, WHILE MAINTAINING REQUIRED AIRFLOW.

SURGE & DA TANK CONTROLS: THE EXISTING SURGE AND DA TANKS ARE TO RECEIVE NEW

PLC CONTROL SYSTEMS, TRANSDUCERS, AND CONTROL VALVES. INSTALLATION SHALL BE

SEQUENCED TO LIMIT WORK OCCURRING DURING SHUT DOWN. COORDINATE PLANT SHUT

DOWN WITH GENERAL SHUT DOWN REQUIREMENTS ABOVE.

STEAM HEADER CONNECTION REPLACEMENT: BOILER 3 AND 4 CONNECTIONS TO STEAM

HEADER MUST BE UPSIZED AS PART OF THIS PROJECT. COORDINATE PLANT SHUT DOWN

WITH GENERAL SHUT DOWN REQUIREMENTS ABOVE. PROVIDE TEMPORARY REDUCERS

FOR BOILERS 3 AND 4 AS REQUIRED UNTIL THE HEADER CONNECTION REPLACEMENT

OCCURS.

PHASE I: DEMOLITION AND REPLACEMENT OF BOILER 4 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. INSTALLATION OF

NEW PLANT MASTER CONTROL PANEL. INSTALLATION OF NEW SCADA TERMINAL IN

OPERATOR ROOM. INSTALLATION OF NEW BAS JACE AND INTEGRATION INTO MASTER

PANEL. INSTALLATION OF NEW EMERGENCY SHUT DOWN BUTTONS AND INTEGRATION INTO

EXISTING WIRING FOR NATURAL GAS VALVE, FUEL OIL PUMPS, AND BOILERS. INSTALLATION

OF NEW MOTOR STARTERS FOR PUMPS.

COORDINATE BOILER SYSTEM WORK WITH DEMOLITION AND REPLACEMENT OF INDICATED

WALLS, WINDOWS, STRICTURE STOREFRONT, PANELING, DOORS, REINSTALL STRUCTURE

AND OTHER SALVAGED ITEMS, AND PROVIDE UPGRADE STOREFRONT, DOOR, HARDWARE.

PHASE II: DEMOLITION AND REPLACEMENT OF BOILER 3 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. RELOCATION OF

EXISTING MASTER PANEL TO ALLOW FOR INSTALLATION OF NEW BOILER. IN CASE OF BID

ITEM II AND/OR BID ITEM III, RELOCATION IS PERMANENT, OTHERWISE RELOCATION IS

TEMPORARY UNTIL FINAL COMPLETE DEMOLITION OF EXISTING CONTROLS IN PHASE IV.

COORDINATE BOILER SYSTEM WORK WITH DEMOLITION AND REPLACEMENT OF INDICATED

WALLS, WINDOWS, STRICTURE, STOREFRONT, REINSTALL STRUCTURE AND OTHER

SALVAGED ITEMS, AND PROVIDE UPGRADE WALLS, STOREFRONT, LOUVERS, AND RELATED

WORK.

PHASE III: DEMOLITION AND REPLACEMENT OF BOILER 1 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. COORDINATE BOILER

SYSTEM WORK WITH DEMOLITION AND REPLACEMENT OF INDICATED WALLS, WINDOWS,

STRICTURE, STOREFRONT, REINSTALL STRUCTURE AND OTHER SALVAGED ITEMS, AND

PROVIDE UPGRADE WALLS, STOREFRONT, LOUVERS, AND RELATED WORK.

PHASE IV: DEMOLITION AND REPLACEMENT OF BOILER 2 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. REMOVAL OF

EXISTING ECONOMIZER AND ASSOCIATED PIPING. REMOVAL OF EXISTING MASTER

CONTROL PANEL.

COORDINATE BOILER SYSTEM WORK WITH DEMOLITION AND REPLACEMENT OF INDICATED

WALLS, WINDOWS, STRICTURE, STOREFRONT, REINSTALL STRUCTURE AND OTHER

SALVAGED ITEMS, AND PROVIDE UPGRADE WALLS, STOREFRONT, LOUVERS, AND RELATED

WORK.

ARCHITECTURAL AND GENERAL PHASING NOTES

SEQUENCE OF CONSTRUCTION:

PHASE II

PHASE III

AS400

4 5

PHASE IV

AS400

BID ALTERNATES

BID ITEM II - DEDUCT ALTERNATE 1: WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO PERFORM THE REQUIRED MECHANICAL CONSTRUCTION WORK ON THIS PROJECT IN BID ITEM I, EXCEPT EXISTING BOILER #2 SHALL NOT BE INCLUDED IN THE DEMOLITION SCOPE, SHALL BE OPERATIONAL THROUGHOUT THE WORK AND PROTECTED IN PLACE. BOILER #2 BURNER MODULATION

SHALL BE INTEGRATED INTO THE NEW MASTER CONTROL SYSTEM. PERMANENTLY RELOCATE

EXISTING MASTER CONTROL PANEL. COMBUSTION AIR DAMPERS AND LOUVERS FOR BOILER #2 SHALL

BE PROVIDED, DAMPER TO REMAIN CLOSED. NO NEW BOILER SHALL BE PROVIDED TO REPLACE

EXISTING BOILER #2. OMIT THE DEMOLITION, TEMPORARY MEASURES, AND INSTALLATION OF WALLS, WINDOWS, FRAMES, GLAZING, ROOF ACCESSORIES, STEEL STRUCTURE, METAL ACCESS STAIRS AND PLATFORMS, AND CONCRETE INDICATED AS PREPARATIONS OR UPGRADES ASSOCIATED WITH BOILER #2 PHASE OF BOILER SYSTEM WORK. PROVIDE EXTENSIONS OF RAILINS AS INDICATED TO MAKE METAL

ACCESS PLATFORMS SAFE ON EACH SIDE OF BOILER #2.

BID ITEM III - DEDUCT ALTERNATE 2: WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO PERFORM THE REQUIRED MECHANICAL CONSTRUCTION WORK ON THIS PROJECT IN BID ITEM II, EXCEPT EXISTING BOILER #1 SHALL NOT BE INCLUDED IN THE DEMOLITION SCOPE, AND SHALL OPERATIONAL THROUGHOUT THE WORK AND PROTECTED IN PLACE. THE EXISTING BOILER #1 CONTROL PANEL SHALL BE RELOCATED. BOILER #1 BURNER MODULATION SHALL BE INTEGRATED INTO THE NEW MASTER CONTROL SYSTEM. NO NEW COMBUSTION AIR DAMPERS OR LOUVERS ARE TO BE PROVIDED FOR BOILER 1 OR BOILER 2. NO NEW BOILER SHALL BE PROVIDED TO REPLACE EXISTING BOILER #1. OMIT THE DEMOLITION, TEMPORARY MEASURES, AND OF INSTALLATION OF WALLS, WINDOWS, FRAMES, GLAZING, ROOF ACCESSORIES, STEEL STRUCTURE, METAL ACCESS STAIRS AND PLATFORMS, AND CONCRETE INDICATED AS PREPARATIONS OR UPGRADES ASSOCIATED WITH BOILER #1 PHASE OF BOILER SYSTEM WORK. PROVIDE EXTENSIONS OF RAILINS AS INDICATED TO MAKE METAL

ACCESS PLATFORMS SAFE ON THE SIDE OF BOILER #1.

1.

2.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No. : 2019-05163 OHIO COA NO.: 01528

C U s e rs

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GENERAL PHASING PLANS AND

BID ALTERNATESGUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOILS, IN 46202

317-800-6388

HEAPY

1400 W DOROTHY LANE

DAYTON, OH 45409

937-224-0861

REPLACE BOILERS (BLDG 147)

DAYTON, OHIO

552-19-107

10/11/2019 STW JDJ

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/16" = 1'-0"GI200

1 FIRST FLOOR PHASING PLAN

MISCELLANEOUS SYMBOLS

NORTH ARROW

GRIDLINES

EARTH

SECTION NUMBER

SHEET NUMBER

S101

S101

CALLOUT NUMBER

SHEET NUMBER

A

ELEVATION REFERENCE

LIMIT OF EXTENT

CONTINUOUS EXTENT

F ## COLUMN FOOTING NOTATION

GB ## GRADE BEAM NOTATION

P ## PIER NOTATION

B ## CONCRETE BEAM NOTATION

PC ## PILE CAP NOTATION

WF ## WALL FOOTING NOTATION

SHEAR WALL NOTATIONSW ##

BW ##

BEARING WALL NOTATION

GRAVEL

Name

Elevation

TF ## TRENCH FOOTING NOTATION

FLOOR DRAIN

FD

N

CONCRETE WASH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No.: 2018-05163 OHIO COA No. : 01528

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SI001

STRUCTURAL GENERAL NOTES

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

HEAPY

1400 W DOROTHY LANE

DAYTON, OH 45409

937-224-0861

REPLACE BOILERS (BLDG. 147)

DAYTON, OHIO

552-19-107

10/11/2019 LKL WJT

BID DOCUMENTS

FULLY SPRINKLERED

GENERAL

THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE COMPONENTS ARE DESIGNED TO BE SELF- SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETEOTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE

APPROVAL OF THE

STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'c).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT

SPECIFICALLY DETAILED ON THE DRAWINGS)

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. CONCRETE CURING COMPOUND

4. CONCRETE JOINT SEALANT

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94.

IN CASE OF A DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL

CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE

COMPATIBLE WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE

USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED

IN ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO

THE STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

LIGHTWEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL

HAVE THE PROPERTIES AS SHOWN BELOW:

EQUIPMENT PADS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER

ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 3/4 INCHES

7. AIR CONTENT: N/A

CONCRETE SLABS ON GRADE

SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE GUIDE FOR CONCRETE FLOOR AND

SLAB CONSTRUCTION (ACI 302.1R).

PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB

SURFACE.

PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN LIQUID CURING COMPOUND CONFORMING TO ASTM C309, UNLESS NOTED OTHERWISE. ALL SCUFFS OR ABRASIONS TO THE CURING MEMBRANE SHALL BE RECOATED DAILY. OTHER CURING METHODS MAY BE USED WITH APPROVAL BY THE STRUCTURAL ENGINEER.

SLABS ON GRADE SHALL BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM TOLERANCES:

OVERALL VALUES: FF = 25

LOCAL VALUES: FF = 20

THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES.

UNLESS SHOWN OR NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF 1.5 TO 1.

CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOINT FILLER MATERIAL UNLESS NOTED OTHERWISE.

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

PSI.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS:

ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER

OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR

APPROVED BY THE STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP

SPLICE CORNER BARS WITH STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

WELDABLE REINFORCING STEEL

REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4.

ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX.

FIBER REINFORCEMENT

FIBER REINFORCEMENT SHALL BE 3/4" LONG, VIRGIN (NON-RECYCLED) NYLON OR POLYPROPYLENE FIBERS, INTRODUCED INTO THE CONCRETE MIX AT THE BATCH PLANT, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE SHALL BE 1.5

POUNDS PER CUBIC YARD OF CONCRETE.

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 50 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING UNLESS DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL

CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24

HOURS AFTER TESTING.

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY70" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

WATERSTOPS

SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS

NOTED OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

STEEL STUDS SHALL CONFORM TO ASTM A108.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE

ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY

THE ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION.

UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE

DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING

SIZES AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 EDITION OF THE INTERNATIONAL

BUILDING CODE.

SEE LOAD MAPS FOR FLOOR LOADING CRITERIA.

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (PG) = 20 PSF

2. LOW-SLOPE ROOF SNOW LOAD (PF) = 20 PSF

3. SNOW EXPOSURE FACTOR (CE) = 0.9

4. THERMAL FACTOR (CT) = 1.0

5. SNOW LOAD IMPORTANCE FACTOR (IS) = 1.2

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST) = 119 MPH

2. WIND LOAD IMPORTANCE FACTOR (IW) = 1.0

3. WIND EXPOSURE = B

4. WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION

EARTHQUAKE DESIGN DATA

1. SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.153

2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.072

3. SEISMIC IMPORTANCE FACTOR (IE) = 1.0

4. OCCUPANCY CATEGORY = IV

5. SEISMIC DESIGN CATEGORY = C

6. SITE CLASSIFICATION = D

7. SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT (SDS) = 0.163

8. 1-SECOND SPECTRAL RESPONSE COEFFICIENT (SD1) = 0.116

9. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

10. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

11. RESPONSE MODIFICATION COEFFICIENT (R) = 3

12. SEISMIC RESPONSE COEFFICIENT (CS) = 0.082

STRUCTURAL SHEET LIST

SHEET NUMBER SHEET NAME

SI001 STRUCTURAL GENERAL NOTES

SD101 FIRST FLOOR DEMO PLAN

SD102 EXISTING BEAM DEMO PLAN

SD103 PLATFORM DEMO PLAN

SF101 FIRST FLOOR PLAN

SF102 ROOF PLAN

SF301 FRAMING ELEVATIONS

SF401 STRUCTURAL SECTIONS AND DETAILS

SEQUENCE OF CONSTRUCTION:

A. PHASE I : DEMOLITION AND REPLACEMENT OF BOILER 4 AND ALL ASSOCIATED SUPPORT,

BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLLS. INSTALLATION OF NEW PLANT MASTER

CONTROL PANEL. INSTALLATION OF NEW EMERGENCY SHUT DOWN BUTTONS AND INTEGRATION

INTO EXISTING WIRING FOR NATURAL GAS VALVE, FUEL OIL PUMPS, AND BOILERS. INSTALLATION OF

NEW MOTOR STARTERS FOR PUMPS. REMOVAL AND REPLACEMENT OF EXTERIOR WALL

COMPONENTS AND STRUCTURAL STEEL BEAM BETWEEN GRIDS C AND D. REMOVAL OF CATWALKS

AROUND BOILER 1 NOT ASSOCIATED WITH BOILERS 2, 3, AND 4.

B. PHASE II: DEMOLITION AND REPLACEMENT OF BOILER 3 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. RELOCATION OF EXISTING MASTER PANEL TO ALLOW FOR INSTALLATION OF NEW BOILER. IN CASE OF BID ITEM 2 OR 3, RELOCATION IS PERMANENT, OTHERWISE RELOCATION IS TEMPORARY UNTIL FINAL COMPLETE

DEMOLITION OF EXISTING CONTROLS IN PHASE IV. REMOVAL AND REPLACEMENT OF EXTERIOR

WALL COMPONENTS AND STRUCTURAL STEEL BEAM BETWEEN GRIDS 6 AND 7. REMOVAL OF

CATWALKS AROUND BOILER 2 NOT ASSOCIATED WITH BOILERS 3 AND 4.

C. PHASE III: DEMOLITION AND REPLACEMENT OF BOILER 1 AND ALL ASSOCIATED EQUIPMENT SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. REMOVAL AND REPLACEMENT

OF EXTERIOR WALL COMPONENTS AND STRUCTURAL STEEL BEAM BETWEEN GRIDS 3 AND 4.

REMOVAL OF CATWALKS AROUND BOILER 4 NOT ASSOCIATED WITH BOILER 3.

D. PHASE IV: DEMOLITION AND REPLACEMENT OF BOILER 2 AND ALL ASSOCIATED EQUIPMENT

SUPPORT, BREACHING, PIPING, ELECTRICAL FEEDS, AND CONTROLS. REMOVAL OF EXISTING

ECONOMIZER AND ASSOCIATED PIPING. REMOVAL OF EXISTING MASTER CONTROL PANEL.

REMOVAL AND REPLACEMENT OF EXTERIOR WALL COMPONENTS AND STRUCTURAL STEEL BEAM

BETWEEN GRIDS 4 AND 5. REMOVAL OF CATWALKS AROUND BOILER 3.

Revisions: Date:

BID ALTERNATES

BID ITEM 2, DEDUCT ALTERNATE 1: WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT,

AND SUPERVISION TO PERFORM TEH REQUIRED MECHANICAL CONSTRUCTION WORK ON

THIS PROJECT IN BID ITEM I, EXCEPT EXISTING BOILER #2 SHALL NOT BE INCLUDED IN TEH

DEMOLITION SCOPE, SHALL BE OPERATIONAL THROUGHOUT THE WORK AND PROTECTED IN

PLACE. BOILER #2 BURNER MODULATION SHALL BE INTEGRATED INTO THE NEW MASTER

CONTROL SYSTEM. PERMANENTLY RELOCATE EXISITNG MASTER CONTROL PANEL.

COMBUSTION AIR DAMBERS AND LOUVERS FOR BOILER #2 SHALL BE PROVIDED, DAMPER TO

REMAIN CLOSED. NO NEW BOILER SHALL BE PROVIDED TO REPLACE EXISTING BOILER #2.

OMIT THE DEMOLITION, TEMPORARY MEASURES, AND INSTALLATION OF WALLS, WINDOWS,

FRAMES, GLAZING, ROOF ACCESSORIES, STEEL STRUCTURE, METAL ACCESS STAIRS AND

PLATFORMS, AND CONCRETE INDICATED AS PREPARATIONS OR UPGRADES ASSOCIATED

WITH BOILER #2 PHASE OF BOILER SYSTEM WORK.

BID ITEM 3, DEDUCT ALTERNATE 2: WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND

SUPERVISION TO PERFORM THE REQUIRED MECHANICAL CONSTRUCTION WORK ON THIS

PROJECT IN BID ITEM II, EXCEPT EXISTING BOILER #1 SHALL NOT BE INCLUDED IN THE

DEMOLITION SCOPE, AND SHALL REMAIN OPERATIONAL THROUGHOUT THE WORK AND

PROTECTED IN PLACE. THE EXISTING BOILER #1 CONTROL PANEL SHALL BE RELOCATED.

BOILER #1 BURNER MODULCATION SHALL BE INTEGRATED INTO THE NEW MASTER CONTROL

SYSTEM. NO NEW COMBUSTION AIR DAMPERS OR LOUVERS ARE TO BE PROVIDED FOR

BOILER 1 OR BOILER 2. NO NEW BOILER SHALL BE PROVIDED TO REPLACE EXISTING BOILER #

1. OMIT THE DEMOLITION, TEMPORARY MEASURES, AND INSTALLATION OF WALLS, WINDOWS,

FRAMES, GLAZING, ROOF ACCESSORIES, STEEL STRUCTURE, METAL ACCESS STAIRS AND

PLATFORMS, AND CONCRETE INDICATED AS PREPARATIONS OR UPGRADES ASSOCIATED

WITH BOILER #1 PHASE OF BOILER SYSTEM WORK.

1 2 3 4 5 6 7 8

A

B

C

D

REMOVE EXISTING BRICK LEDGE WALLS, TYP.

13' - 3" 13' - 1" 8' - 3" 8' - 3"

NOTES:

1. DIMENSIONS ARE APPROXIMATE BASED ON EXISTING DRAWINGS PROVIDED BY

THE VA AND AVAILABLE CONDITIONS. CONTRACTOR TO VERIFY IN FIELD.

2. SEE SHEETS SI001 AND GI002 FOR PHASING AND DEDUCT INFORMATION

SF401

10' - 7" 15' - 9" 18' - 3" 18' - 8" 18' - 8" 18' - 8" 18' - 8 1/2"

/2

/2

119' - 3 1/2"

PHASE IPHASE IIPHASE IV

PHASE III

SF401

SF401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No.: 2018-05163 OHIO COA No. : 01528

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P

M

SD101

FIRST FLOOR DEMO PLAN

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

HEAPY

1400 W DOROTHY LANE

DAYTON, OH 45409

937-224-0861

REPLACE BOILERS (BLDG. 147)

DAYTON, OHIO

552-19-107

10/11/2019 JG LKL

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/16" = 1'-0"SD101

1 FIRST FLOOR DEMO PLAN

B

C

D

10' - 7" 15' - 9" 18' - 3" 18' - 8" 18' - 8" 18' - 8" 18' - 8 1/2"

/2

/2

119' - 3 1/2"

W10X22 W10X22 W10X22

W

X

DEMO BEAM FOR PHASE I

OPERATIONS AND REPLACE

AFTER BOILER INSTALLATION

DEMO FOR PHASE II OPERATIONS

AND REPLACE AFTER BOILER

INSTALLATION

DEMO LONGSPAN STEEL BEAM DURING PHASE I OPERATIONS

DEMO FOR PHASE IV

OPERATIONS AND REPLACE

AFTER BOILER INSTALLATION

DEMO FOR PHASE III OPERATIONS

AND REPLACE AFTER BOILER

INSTALLATION

T/STL EL. 956' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P ENGINEER

HEAPY PROJECT No.: 2018-05163 OHIO COA No. : 01528

C U s e rs \l la i\ D o c u m e n ts \1

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