W912QR20R0009Plans_Vol5-0000.pdf

PDF 10 MB Posted Dec 26, 2019

Attached to: Replacement of High Temperature Hot Water (HTHW) Line at Wright-Patterson Air Force Base
Solicitation number: W912QR20R0009
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This synopsis announces an upcoming firm-fixed-price construction contract to replace the high-temperature hot water system at Wright-Patterson Air Force Base in Ohio. The project scope includes demolishing existing central steam distribution systems serving multiple buildings and installing outdoor gas-fired boilers with associated equipment. Optional work includes security cameras, demolition of a hot water heat exchanger, and site preparation. The contract duration is 600 calendar days with a target ceiling of $13.65 million. The solicitation is expected to release on November 12, 2019 via the Federal Business Opportunities website. Proposals will be evaluated using a best value tradeoff process considering past performance, technical, small business participation, and price factors. Award is intended without discussions but may include discussions if in the government's best interest.

View the file

Other files

File	Type	Posted
W912QR20R0009Spec-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009Plans-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009-0002.pdf	PDF	Jan 31, 2020
J&A - American Water.pdf	PDF	Jan 31, 2020
J&A - Vectren.pdf	PDF	Jan 31, 2020
Site Visit Attendee list.pdf	PDF	Jan 31, 2020
W912QR20R0009-0001.pdf	PDF	Jan 7, 2020
W912QR20R0009Plans_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol_1-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol1-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol2-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol0-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol2-0000.pdf	PDF	Dec 26, 2019

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

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26 December 2019

W912QR20R0009

US Army Corps of Engineers ®

SHEET ID

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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DRAWING INDEX

SHEET

NUMBER SHEET TITLE

5G-001 COVER - VOLUME 5 OF 5

5G-002 INDEX - VOLUME 5

5GI101 LIFE SAFETY PLAN - BLDG 10825 BASEMENT MECH RM 825A

5GI102 LIFE SAFETY PLAN - BLDG 10826 BASEMENT MECH RM

5GI103 LIFE SAFETY PLAN - BLDG 10827 STAND-ALONE MECH BLDG

5H-101 HAZARDOUS MATERIALS VISITING QUARTERS

M A

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5S-001 GENERAL NOTES BUILDINGS 10825, 10826 & 10827

5S-002 GENERAL NOTES BUILDINGS 10825, 10826 & 10827

5S-101 BUILDING 10825 - FOUNDATION PLAN

5S-102 BUILDING 10826 - FOUNDATION PLAN

5S-103 BUILDING 10827 - FOUNDATION PLAN

5A-101 OVERALL VQ-AFMC PLAN

5AD101 BUILDING 10825 DEMOLITION PLAN - BASEMENT

5AD102 BUILDING 10826 DEMOLITION PLAN - BASEMENT

5A-102 BUILDING 10825 BASEMENT PLAN

5A-103 BUILDING 10826 BASEMENT PLAN

5A-104 BUILDING 10827 FIRST FLOOR PLAN

5A-601 SCHEDULES & DETAILS

5A-602 DOOR HARDWARE SETS

5FA101 FIRE ALARM PLAN - BLDG 10825 BASEMENT MECH RM 825A

5FA102 FIRE ALARM PLAN - BLDG 10826 BASEMENT MECH RM

5FX101 FIRE SUPPRESSION PLAN - BLDG 10825 BASEMENT MECH RM 825A

5FX102 FIRE SUPPRESSION PLAN - BLDG 10826 BASEMENT MECH RM

5M-001 MECHANICAL LEGEND AND GENERAL NOTES

5MD101 MECHANICAL ROOM PLAN - DEMOLITION - VQ - BLDG 10825 - MECHANICAL

5MD102 MECHANICAL ROOM PLAN - DEMOLITION - VQ - BLDG 10826 - MECHANICAL

5MD103 MECHANICAL ROOM PLAN - DEMOLITION - VQ - BLDG 10827 - MECHANICAL

5M-101 MECHANICAL ROOM PLAN - VQ - BLDG 10825 - MECHANICAL

5M-102 MECHANICAL ROOM PLAN - VQ - BLDG 10826 - MECHANICAL

5M-103 MECHANICAL ROOM PLAN - VQ - BLDG 10827 - MECHANICAL

5M-601 MECHANICAL SCHEDULES - VQ BUILDINGS

5M-701 MECHANICAL PIPING SCHEMATICS - VQ BUILDINGS

5M-801 MECHANICAL CONTROL SCHEMATICS - VQ BUILDINGS

5E-001 ELECTRICAL LEGEND AND GENERAL NOTES

5E-101 VQ 10825 MECHANICAL ROOM - ELECTRICAL

5E-102 VQ 10826 MECHANICAL ROOM - ELECTRICAL

5E-103 VQ 10827 MECHANICAL ROOM - ELECTRICAL

5E-601 EQUIPMENT SCHEDULE AND PANELBOARD SCHEDULES

5E-602 PANELBOARD SCHEDULES AND SINGLE LINE DIAGRAMS

PLAN

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

MECH RM.

825A

MECH RM.

825A

ELEC RM

825B

EXISTING 1-HOUR FIRE-RESISTANCE RATED

WALL WITH FIRESTOPPING AS REQUIRED FOR

ALL NEW AND EXISTING PENETRATIONS; SEE

ARCHITECTURAL PLANS FOR DETAILS.

NEW 60-MINUTE FIRE-RESISTANCE RATED

DOOR WITH CLOSER AND POSITIVE LATCHING;

SEE ARCHITECTURAL PLANS FOR DETAILS.

OUTSIDE OF PROJECT AREA

EXIT

TD = 78'

MECH RM

STORAGE (S-1) OCCUPANCY

950 SQ.FT

1 OCC PER 500 SQ.FT

2 OCCUPANTS

CPT = 12'

NEW 45-MINUTE FIRE-RESISTANCE RATED

DOOR WITH CLOSER AND POSITIVE LATCHING;

SEE ARCHITECTURAL PLANS FOR DETAILS.

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (06 OCTOBER 2015)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2015)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2016)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES (2016)

• NFPA 101, LIFE SAFETY CODE (2015)

• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER

OPENING PROTECTIVES (2016)

• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC

PROJECT CLASSIFICATION PER UFC 3-600-01

CATEGORY OF WORK: MODIFICATION

PROJECT TYPE: NOT A MAJOR PROJECT

LIFE SAFETY SHEET NOTES

1. EXISTING 1-HOUR RATED FIRE BARRIERS REQUIRED TO BE

MAINTAINED TO SEPARATE THE PROJECT AREA BASED ON

ADJACENT HOTEL (RESIDENTIAL) OCCUPANCY.

LIFE SAFETY LEGEND

1-HOUR FIRE BARRIER

(45-MIN RATED DOORS)

CPT = COMMON PATH OF TRAVEL

TD = TRAVEL DISTANCE

LIFE SAFETY SUMMARY

EXISTING BUILDING OCCUPANCY: DORMITORY (RESIDENTIAL)

PROJECT AREA OCCUPANCY: STORAGE (GROUP S-1)

SPRINKLER PROTECTED: YES

FIRE ALARM SYSTEM: YES

MASS NOTIFICATION SYSTEM: NO

TRAVEL DISTANCE: 250 FT (MAX); 78 FT PROVIDED

COMMON PATH OF TRAVEL: 75 FT (MAX); 12 FT PROVIDED

DEAD END CORRIDOR: 20 FT; N/A

MINIMUM EGRESS WIDTH: 32 INCHES

PROVIDED EGRESS: 34 INCHES

DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON

STAIR CAPACITY FACTOR: 0.3 INCHES/PERSON

INTERIOR WALL FINISH: A, B, OR C

INTERIOR FLOOR FINISH: I OR II

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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8 2 5A

1/8" = 1'-0"A1 LIFE SAFETY PLAN - BLDG 10825 BASEMENT MECH RM 825A

KEY PLAN

10832- 10836

10826

10825

10827

PLAN NORTH

4'0 8' 16'

FOR REFERENCE ONLY

K D

N D

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

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1 2 4 6 73 5

EXISTING 1-HOUR FIRE-RESISTANCE RATED WALL

WITH FIRESTOPPING AS REQUIRED FOR ALL NEW

AND EXISTING PENETRATIONS; SEE

ARCHITECTURAL PLANS FOR DETAILS.

NEW 45-MIN RATED DOOR WITH CLOSER AND

POSITIVE LATCHING; SEE ARCHITECTURAL

PLANS FOR DETAILS.

NEW EXIT SIGN AND EMERGENCY

LIGHTING FIXTURE; SEE ELECTRICAL

PLANS FOR DETAILS.

NEW EXIT SIGN AND EMERGENCY

LIGHTING FIXTURE; SEE ELECTRICAL

PLANS FOR DETAILS.

MECH RM

STORAGE (S-1) OCCUPANCY

2600 SQ.FT

1 OCC PER 500 SQ.FT

6 OCCUPANTS

OUTSIDE OF PROJECT AREA

TD = 58'

CPT = 32'

EXIT

BLDG 10826 MECH RM

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (06 OCTOBER 2015)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2015)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2016)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES (2016)

• NFPA 101, LIFE SAFETY CODE (2015)

• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER

OPENING PROTECTIVES (2016)

• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC

PROJECT CLASSIFICATION PER UFC 3-600-01

CATEGORY OF WORK: MODIFICATION

PROJECT TYPE: NOT A MAJOR PROJECT

LIFE SAFETY SHEET NOTES

1. EXISTING 1-HOUR RATED FIRE BARRIERS REQUIRED TO BE

MAINTAINED TO SEPARATE THE PROJECT AREA BASED ON

ADJACENT HOTEL (RESIDENTIAL) OCCUPANCY.

LIFE SAFETY LEGEND

1-HOUR FIRE BARRIER

(45-MIN RATED DOORS)

CPT = COMMON PATH OF TRAVEL

TD = TRAVEL DISTANCE

LIFE SAFETY SUMMARY

EXISTING BUILDING OCCUPANCY: DORMITORY (RESIDENTIAL)

PROJECT AREA OCCUPANCY: STORAGE (GROUP S-1)

SPRINKLER PROTECTED: YES

FIRE ALARM SYSTEM: YES

MASS NOTIFICATION SYSTEM: NO

TRAVEL DISTANCE: 250 FT (MAX); 90 FT PROVIDED

COMMON PATH OF TRAVEL: 75 FT (MAX); 32 FT PROVIDED

DEAD END CORRIDOR: 20 FT; N/A

MINIMUM EGRESS WIDTH: 32 INCHES

PROVIDED EGRESS: 34 INCHES

DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON

STAIR CAPACITY FACTOR: 0.3 INCHES/PERSON

INTERIOR WALL FINISH: A, B OR C

INTERIOR FLOOR FINISH: I OR II

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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KEY PLAN

10832- 10836

10826

10825

10827

PLAN NORTH

4'0 8' 16'

FOR REFERENCE ONLY

K D

N D

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

STAND-ALONE BLDG

STORAGE (S-1) OCCUPANCY

1350 SQ.FT

1 OCC PER 500 SQ.FT

3 OCCUPANTS

EXIT DOOR CLEAR WIDTH = 34"

STAIR WIDTH = 32"

CAPACITY = 107 PERSONS

NEW STAIR WITH RISERS, TREADS, AND

HANDRAILS PER NFPA 101; SEE

ARCHITECTURAL PLANS FOR DETAILS.

CPT = 47'

TD = 47'

NEW EMERGENCY LIGHTING FOR ROOM;

SEE ELECTRICAL PLANS FOR DETAILS.

NEW EXIT SIGN AND EMERGENCY LIGHT

FIXTURE; SEE ELECTRICAL PLANS FOR DETAILS.

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (06 OCTOBER 2015)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2015)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 101, LIFE SAFETY CODE (2015)

• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC

PROJECT CLASSIFICATION PER UFC 3-600-01

CATEGORY OF WORK: MODIFICATION

PROJECT TYPE: NOT A MAJOR PROJECT

LIFE SAFETY SHEET NOTES

1. EXISTING BUILDING DOES NOT HAVE AUTOMATIC FIRE SPRINKLER

SYSTEM; THEREFORE, NO SPRINKLER WORK REQUIRED.

2. EXISTING BUILDING DOES NOT HAVE FIRE ALARM SYSTEM;

THEREFORE, NO FIRE ALARM WORK REQUIRED.

3. NO NEW FUEL-FIRED BOILERS OR FUEL-FIRED EQUIPMENT

PROVIDED IN THE PROJECT AREA; THEREFORE, NEW CARBON

MONOXIDE (CO) DETECTION IS NOT REQUIRED.

LIFE SAFETY LEGEND

CPT = COMMON PATH OF TRAVEL

TD = TRAVEL DISTANCE

LIFE SAFETY SUMMARY

EXISTING BUILDING OCCUPANCY: STORAGE (GROUP S-1)

SPRINKLER PROTECTED: NO

FIRE ALARM SYSTEM: NO

MASS NOTIFICATION SYSTEM: NO

TRAVEL DISTANCE: 250 FT (MAX); 47 FT PROVIDED

COMMON PATH OF TRAVEL: 75 FT (MAX); 47 FT PROVIDED

DEAD END CORRIDOR: 20 FT; N/A

MINIMUM EGRESS WIDTH: 32 INCHES

PROVIDED EGRESS: 34 INCHES

DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON

STAIR CAPACITY FACTOR: 0.3 INCHES/PERSON

INTERIOR WALL FINISH: A, B OR C

INTERIOR FLOOR FINISH: I OR II

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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1/8" = 1'-0"A1 LIFE SAFETY PLAN - BLDG 10827 STAND-ALONE MECH BLDG KEY PLAN

10832- 10836

10826

10825

10827

FOR REFERENCE ONLY

PLAN NORTH

4'0 8' 16'

K D

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

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SHEET ID

5H-101

U S

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V I L

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10830-10836

10826

10825

10827

GENERAL NOTES :

1. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING FLANGE GASKETS.

2. ONCE POWER HAS BEEN DISCONNECTED TO THE EQUIPMENT, INVESTIGATE FOR

AND DISPOSE OF ANY SUSPECT ASBESTOS CONTAINING MATERIALS WITHIN

ELECTRICAL EQUIPMENT THAT WILL BE REMOVED AS PART OF THIS PROJECT.

3. ONCE BOILERS/ STEAM GENERATORS HAVE BEEN TAKEN OUT OF SERVICE,

INVESTIGATE FOR AND DISPOSE OF ANY SUSPECT ASBESTOS CONTAINING

INTERNAL COMPONENTS.

4. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING FIRE DOORS.

5. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING DOOR CAULK.

6. TEST PUMP OILS FOR PCBS AND DISPOSE OF ACCORDING TO SECTION 02 08 30 IF

FOUND TO BE PCB CONTAINING.

7. REMOVE AND TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND

THERMOSTATS TO 88 ABW/CEIE IN ACCORDANCE WITH APPROPRIATE

SPECIFICATION SECTION FOR RECYCLING.

8. ALL PAINT IS TO BE CONSIDERED LEAD CONTAINING AND CONTROL MEASURES

SHALL BE PERFORMED IN ACCORDANCE WITH APPROPRIATE SPECIFICATION

SECTION. ALL CONTRACTORS IMPACTING PAINTED MATERIALS/ ITEMS MUST

CONFORM TO THE OSHA LEAD IN CONSTRUCTION STANDARD, CFR 1926.62 AND

ALSO THE MASTER SPECIFICATIONS GOVERNING THIS PROJECT.

9. LISTED QUANTITIES AND LOCATIONS ARE ONLY ESTIMATES TO BE USED FOR A

BASIS OF BID. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

QUANTITIES, SPECIAL CONDITIONS, LOCATIONS AND BIDDING ACCORDING TO

THEIR FINDINGS. IT IS STRONGLY ENCOURAGED THAT THE BIDDING

CONTRACTOR CONDUCT A SITE INVESTIGATION TO VERIFY MATERIALS AND

QUANTITIES PRIOR TO BID. THE CONTRACTOR WILL BE RESPONSIBLE FOR

REMOVING AND DISPOSING OF ALL ASBESTOS CONTAINING MATERIALS

PROJECTED TO BE IMPACTED.

10. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REFERENCE AND

REVIEW ALL OTHER DRAWINGS ASSOCIATED WITH THE PROJECT. THE

CONTRACTOR SHALL ALSO REFERENCE ALL SPECIFICATION SECTIONS.

11. ALL ABATEMENT WORK SHALL BE SCHEDULED AND COORDINATED THROUGH

THE CONTRACTING OFFICER TO FACILITATE THE PROMPT COMPLETION OF ALL

ASPECTS OF THE PROJECT.

12. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL PROVIDE A

SUFFICIENT NUMBER OF QUALIFIED WORKERS AND SUPERVISORS TO

ACCOMPLISH THE SPECIFIED WORK WITHIN THE TIMEFRAME SET FORTH BY THE

PROJECT SCHEDULE.

13. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL DECONTAMINATE

ALL BUILDING MATERIALS, WHICH BECOME CONTAMINATED OR ARE DISTURBED

FROM ASBESTOS AND OTHER HAZARDOUS MATERIAL REMOVAL.

14. THE CONTRACTING OFFICER, CONSTRUCTION MANAGER, AND ENVIRONMENTAL

ENGINEER HAVE THE RIGHT TO CONTROL THE LOCATION OF ALL CONTRACTOR'S

SUPPLIES AND STORAGE.

15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE HEALTH AND

SAFETY OF THEIR EMPLOYEES WHEN WORKING UNDER THESE CONDITIONS.

16. HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL COMPLY WITH THE

REQUIREMENTS OF OSHA REGARDING CONFINED SPACE, SCAFFOLDING AND

LIFTS INCLUDING ASSOCIATED PROGRAMS, PERMITS, TRAINING AND TESTING.

17. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING AND ADHERING TO ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS INCLUDING, BUT NOT

LIMITED TO, THOSE SET FORTH BY THE USEPA, OSHA, AND OEPA.

18. MUCH OF THE EQUIPMENT IS STILL ENERGIZED/ PRESSURIZED AND IN USE. IT IS

NOT POSSIBLE TO SAMPLE ENERGIZED/ PRESSURIZED COMPONENTS. UNLESS

THIS EQUIPMENT IS TAKEN OFF LINE FOR SAMPLING, IT WILL NEED TO BE

SAMPLED BY THE SELECTED CONTRACTOR PRIOR TO, OR WHEN DISMANTLING.

SECTION 02 82 13.00 (1.4.2) DISCUSSES PREVIOUSLY UNTESTED COMPONENTS

AND NOTIFYING THE CO FOR SAMPLING.

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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GENERAL NOTES:

ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2015 AS AMENDED BY UFC.

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE CONTRACTING OFFICER.

THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL SAFETY STANDARDS.

STRUCTURAL DESIGN DATA:

DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 AND UFC SPECIFICATIONS.

LIVE LOADS:

MECHANICAL ROOMS: 40 PSF + WEIGHT OF MECHANICAL UNITS

SLAB ON GRADE, TYPICAL: 125 PSF

WIND DESIGN DATA:

BASIC WIND SPEED (3-SECOND GUST): 115 MPH

WIND IMPORTANCE FACTOR (Iw): 1.0

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT (GCpi): 0.18

DESIGN WIND PRESSURE FOR COMPONENTS

AND CLADDING NOT OTHERWISE SPECIFIED: 48.4 PSF

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR (Ie): 1.0

RISK CATEGORY: II

SITE CLASS: D

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS: 0.162

S1: 0.063

SPECTRAL RESPONSE COEFFICIENTS:

SDS: 0.173

SD1: 0.101

SEISMIC DESIGN CATEGORY: B

BASIC SEISMIC-FORCE-RESISTING SYSTEMS: ELEVATED TANK ON SYMMETRICALLY BRACED LEGS

(NOT SIMILAR TO BUILDINGS)

SEISMIC RESPONSE COEFFICIENTS (Cs): 0.058

RESPONSE MODIFICATION FACTORS (R): 3

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

SHOP DRAWINGS:

THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS

SHALL BE SUBMITTED FOR THE FOLLOWING:

CONCRETE REINFORCEMENT

FOUNDATIONS:

FOOTINGS AND FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 2000 PSF.

EXCAVATE ANY ORGANIC MATERIALS, SILTS, CLAYS, DEBRIS OTHER UNSUITABLE MATERIALS OR LOOSE MATERIAL ENCOUNTERED UNDER SLAB AND FOOTING LOCATIONS. ALL FOOTING EXCAVATIONS SHALL BE NEAT, STRAIGHT, AND LEVEL IN THE PROPER ELEVATIONS TO RECEIVE THE CONCRETE AS SHOWN ON THESE DRAWINGS.

PLACE FILL AS NEEDED TO ATTAIN THE PROPER ELEVATION AND GEOMETRY SHOWN ON THE PLANS. STRUCTURAL FILL SHALL COMPLY WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP. THE MATERIAL SHALL BE FREE OF CLAY, ROCK, GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION OR OTHER DELETERIOUS MATERIAL. FILL SHALL BE PLACED IN LAYERS NOT MORE THAN 4 INCHES IN LOOSE DEPTH. THE TOP 12 INCHES OF SUBGRADE AND EACH LAYER OF FILL MATERIAL SHALL BE

COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

REINFORCING STEEL AND MESH SHALL BE ACCURATELY PLACED AND SUPPORTED TO MAINTAIN THEIR POSITION

DURING CONCRETE PLACEMENT.

FOUNDATION RECOMMENDATIONS BASED ON GEOTECHNICAL REPORT BY CBC ENGINEERS DATED APRIL 16, 2018.

EXISTING STRUCTURE:

WHERE THE EXISTING STRUCTURE IS REMOVED FOR CONSTRUCTION, INSPECT AND REPLACE ANY DAMAGED

MATERIAL BEFORE REINSTALLATION PER THE ORIGINAL STRUCTURAL DRAWINGS.

STRUCTURAL CONCRETE:

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER-

CEMENT RATIO OF 0.45.

SPECIFIED 28-DAY COMPRESSIVE STRENGTH (f'c):

GENERAL CONCRETE STRENGTH: 4000 PSI

A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 4 INCH DIAMETER BY 8 INCH TALL CYLINDERS MADE FROM THE SAME

SAMPLE OF CONCRETE AND TESTED AT 28 DAYS.

RESULTS OF STRENGTH TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. FIELD- CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN ACCORDANCE WITH ASTM C31 AND SHALL BE MOLDED AT THE SAME TIME AND FROM THE SAME SAMPLES AS LABORATORY-CURED TEST SPECIMENS.

STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE

FOLLOWING REQUIREMENTS ARE MET:

A) EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED f'c AND

B) NO INDIVIDUAL STRENGTH TEST FALLS BELOW f'c BY MORE THAN 500 PSI WHEN f'c IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf'c WHEN f'c IS MORE THAN 5000 PSI.

CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES F0, S0, W0, C1.

CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301

SELF-CONSOLIDATING CONCRETE IS ALLOWED.

INSTALL 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS.

CURE CONCRETE USING PONDING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70% OF f'c FOR FIELD-CURED TEST

SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39.

INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. EXTERIOR CONCRETE SLABS OR FLATWORK SHALL BE BROOM FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16, SECTION 5.3.3.3.b. PROVIDE A RUBBED FINISH FOR ALL FORMED SURFACES.

ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR FORMWORK IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL, WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. FIELD-CURED TEST SPECIMENS MUST ATTAIN A STRENGTH EQUAL TO f'c PRIOR TO REMOVING FORMWORK THAT SUPPORTS CONSTRUCTION LOADS OR THE WEIGHT OF

STRUCTURAL MEMBERS.

GROUT SHALL BE IN ACCORDANCE WITH ASTM C1107.

CONCRETE REINFORCEMENT:

ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3.

ALL REINFORCING STEEL BARS SHALL BE ASTM A615 OR A706

MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI

REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED.

LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE

FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED:

CLASS A CLASS B

#4 BARS 25 33

BENT BARS SHALL BE COLD BENT. HEAT-BENDING IS NOT PERMITTED.

BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTHERWISE.

FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED

IN WRITING BY THE CONTRACTING OFFICER.

MECHANICAL ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4 1/4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. AN ALTERNATIVE BASIS OF DESIGN IS SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713

MAY BE SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

ADHESIVE ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3187 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. ALL REBAR SHALL CONFORM TO THE REQUIREMENTS OF THE SECTION LABELLED "CONCRETE REINFORCEMENT". INSTALL ALL REBAR WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. REBAR SHALL BE INSTALLED UNDER "DRY HOLE" CONDITIONS. THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. AN ALTERNATIVE BASIS OF DESIGN IS DEWALT AC200+ ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 MAY BE SUBSTITUTED WITH THE

SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

"DRY HOLE" MEANS THAT THE CONCRETE HAS NOT BEEN EXPOSED TO MOISTURE FOR THE PRECEDING 14 DAYS.

ABBREVIATIONS:

CL CENTERLINE

°F DEGREES FAHRENHEIT

DIA. DIAMETER

" INCH

(E) EXISTING

(N) NEW

ACI AMERICAN CONCRETE INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOT BOTTOM

C CHANNEL

CET CRITICAL EXPOSURE TEMPERATURE

CL COLUMN

CONC CONCRETE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION WELD

CLR CLEAR, CLEARANCE

DIA DIAMETER

DO DITTO

DWG DRAWING

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL, EQUALLY

EW EACH WAY

FDN FOUNDATION

FT FULLY TENSIONED

f'M SPECIFIED COMPRESSIVE STRENGTH OF CLAY

MASONRY OR CONCRETE MASONRY, PSI

f'AAC SPECIFIED COMPRESSIVE STRENGTH OF AAC

MASONRY, PSI

GA GAUGE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL)

ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION

SERVICE

KIP THOUSAND POUNDS FORCE

KSI THOUSAND POUNDS PER SQUARE INCH

L STEEL ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPII MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OP OPPOSITE HAND (MIRRORED)

PL PLATE

PSI POUNDS PER SQUARE INCH

PJP PARTIAL JOINT PENETRATION WELD

RBS REDUCED BEAM SECTION

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

SC SLIP CRITICAL

SH SHEET

SIM SIMILAR

SME SUBJECT MATTER EXPERT

SQ SQUARE

STD STANDARD

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDE FLANGE ROLLED STEEL BEAM

WP WORKING POINT

WT STRUCTURAL TEE

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG

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REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

INSPECTION OF WELDING:

- REINFORCING STEEL:

- VERIFICATION OF WELDABILITY OF

REINFORCING STEEL OTHER THAN

ASTM A706.

- INSPECT PER AWS D1.4 SINGLE-PASS

FILLET WELDS 5/16" MAXIMUM

- INSPECT ALL OTHER WELDS PER AWS D1.4

- REINFORCING STEEL RESISTING FLEXURAL

AND AXIAL FORCES IN INTERMEDIATE AND

SPECIAL MOMENT FRAMES, AND BOUNDARY

ELEMENTS OF SPECIAL STRUCTURAL WALLS

OF CONCRETE AND SHEAR REINFORCEMENT.

- SHEAR REINFORCEMENT.

- OTHER REINFORCING STEEL.

X X X

REQUIRED VERIFICATION AND INSPECTION OF ARCHITECTURAL, MECHANICAL

AND ELECTRICAL COMPONENTS:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

VERIFY THE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR

EMERGENCY OR STANDBY POWER SYSTEMS.

VERIFY THE ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT.

VERIFY THE INSTALLATION OF PIPING SYSTEMS INTENDED

TO CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC

CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS.

VERIFY THE INSTALLATION OF VIBRATION ISOLATION

SYSTEMS WHERE THE CONSTRUCTION DOCUMENTS

REQUIRE A NOMINAL CLEARANCE OF 1/4 INCHES OR LESS

BETWEEN THE EQUIPMENT SUPPORT FRAME AND

RESTRAINT.

VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER

PARTS OF THE STATEMENT OF SPECIAL INSPECTION.

VERIFY THE SEISMIC QUALIFICATION OF MECHANICAL AND ELECTRICAL EQUIPMENT. ALL

MECHANICAL AND ELECTRICAL EQUIPMENT MUST HAVE THEIR SEISMIC QUALIFICATION

VERIFIED.

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

INSPECTION OF REINFORCING STEEL AND PLACEMENT.

INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE "REQUIRED VERIFICATION

AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL".

INSPECTION OF ANCHORS CAST IN CONCRETE.

INSPECTION OF ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS

INSPECTIONS OF OTHER MECHANICAL OR ADHESIVE ANCHORS

VERIFYING USE OF REQUIRED DESIGN MIX.

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE.

SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN

NOT LESS THAN:

- ONCE A DAY.

- ONCE FOR EACH 50 CUBIC YARDS.

- ONCE FOR EACH 2000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS.

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS.

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

X X

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STATEMENT OF SPECIAL INSPECTIONS - GENERAL NOTES:

STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT

SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.

SPECIAL INSPECTION AS SPECIFIED IS REQUIRED OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. SPECIAL INSPECTORS SHALL MEET THE MINIMUM QUALIFICATIONS OF INTERNATIONAL BUILDING CODE 2015 SECTION 1704.2.1. CERTIFICATION IN ACCORDANCE WITH THE INTERNATIONAL CODE COUNCIL'S NATIONAL CERTIFICATION PROGRAM FOR SPECIAL INSPECTION QUALIFIES AS HAVING MET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION 1704.2.1.

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#4 x 6" ADHESIVE DOWEL AT 18"

O.C. IN EACH DIRECTION INTO

SLAB ON GRADE W/ 4"

EMBEDMENT

EXISTING SLAB ON GRADE

#4 BARS @ 18" O.C. IN

EACH DIRECTION

EXISTING CONCRETE WALL

NEW PIPE OPENING IN EXISTING WALL.

THE OPENING DIAMETER SHALL BE 4"

WIDER THAN THE PIPE DIAMETER. IF

REBAR IS ENCOUNTERED WHILE

CUTTING THE OPENING, ADJUST THE

LOCATION TO THE SIDE TO AVOID

CUTTING REBAR IF POSSIBLE.

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KEY PLAN

10832- 10836

10826

10825

10827

1/4" = 1'-0"A2 BUILDING 10825 FOUNDATION PLAN

0 2' 4' 8'

PLAN NORTH

1" = 1'-0"D1 TYPICAL EQUIPMENT PAD DETAIL

3/4" = 1'-0"C1

TYPICAL PIPE OPENING THROUGH

EXISTING WALL

KEYNOTE

118 4" CONCRETE EQUIPMENT PAD. REINFORCED WITH #4 AT 18" O.C. EACH

DIRECTION. REF. DETAIL D1/5S-101. SEE MECHANICAL DRAWINGS FOR

LOCATION.

119 PROVIDE PIPE OPENINGS IN WALLPER DETAIL C1/5S-101, COORDINATE

LOCATION WITH MECHANICAL DRAWINGS.

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1/8" = 1'-0"A3 BUILDING 10826 FOUNDATION PLAN

KEY PLAN

10832- 10836

10826

10825

10827

4'0 8' 16'

PLAN NORTH

KEYNOTE

118 4" CONCRETE EQUIPMENT PAD. REINFORCED WITH #4 AT 18" O.C. EACH DIRECTION. REF.

DETAIL D1/5S-101. SEE MECHANICAL DRAWINGS FOR LOCATION.

119 PROVIDE PIPE OPENINGS IN WALLPER DETAIL C1/5S-101, COORDINATE LOCATION WITH

MECHANICAL DRAWINGS.

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US Army Corps of Engineers ®

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1/4" = 1'-0"A3 BUILDING 10827 FOUNDATION PLAN

KEY PLAN

NORTH

10832- 10836

10826

10825

10827

0 2' 4' 8'

PLAN NORTH

KEYNOTE

118 4" CONCRETE EQUIPMENT PAD. REINFORCED WITH #4 AT 18" O.C. EACH

DIRECTION. REF. DETAIL D1/5S-101. SEE MECHANICAL DRAWINGS FOR

LOCATION.

119 PROVIDE PIPE OPENINGS IN WALLPER DETAIL C1/5S-101, COORDINATE

LOCATION WITH MECHANICAL DRAWINGS.

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UNEXCAVATED

N/A

BLDG 826 MECH. ROOM

STORAGE

STAFF ROOM

LAUNDRY ROOM

ELEC. AREA

D N

5A-103

A3 1

5AD102

5A-102

5AD101

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T U

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

Q R

-1

-D -0

5A-101

L E

L D

E R

D U

S T

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/32" = 1'-0"A2

OVERALL VISITING QUARTERS PLAN

BUILDING 10825 (BASEMENT) BUILDING 10826 (BASEMENT)

BUILDING 10827 (1ST FLOOR)

PLAN NORTH

KEY PLAN

10832- 10836

10826

10825

10827

0 16' 32' 64'

(NO ARCHITECTURAL WORK)

Keynote Legend

Key Value Keynote Text

159 APPROXIMATE LOCATION OF NEW

EXTERIOR BOILER PLANT. SEE

MECHANICAL AND CIVIL DRAWINGS.

M A

R K

D E

S C

N D

A T

O V

E R

A L L V

Q P

L A

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

MECH RM.

825A

ELEC RM

825B

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I

E N

A M

U E

D A

T E

C O

N T

R A

S O

N N

E N

U M

B E

1 2 3 4 5

W O

E R

Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

O H

E P

H T

H W

E C

H N

A T

U R

A L

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C T

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

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-1

-D -0

5AD101

B U

D E

M O

P L

A N

A S

E M

E N

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/4" = 1'-0"A1

BUILDING 10825 BASEMENT DEMOLITION PLAN

Keynote Legend

Key Value Keynote Text

003 REMOVE DOORS AND DOOR FRAMES.

PLAN NORTH

KEY PLAN

10832- 10836

10826

10825

10827

0 2' 4' 8'

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

ELEC. AREA

826B

STORAGE

826C

BLDG 826 MECH.

STAFF ROOM

N/A

LAUNDRY ROOM

N/A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I

E N

A M

U E

D A

T E

C O

N T

R A

S O

N N

E N

U M

B E

1 2 3 4 5

W O

E R

Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

O H

E P

H T

H W

E C

H N

A T

U R

A L

G A

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E R

S P

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J E

C T

H T

L O

L E

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

Q R

-1

-D -0

5AD102

B U

D E

M O

P L

A N

A S

E M

E N

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/8" = 1'-0"A3

BLDG 10826 BASEMENT DEMOLITION PLAN

PLAN NORTH

Keynote Legend

Key Value Keynote Text

003 REMOVE DOORS AND DOOR FRAMES.

KEY PLAN

10832- 10836

10826

10825

10827

4'0 8' 16'

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

ELEC RM

825B

MECH RM.

825A

STAIRS

825C

CRAWLSPACE BENEATH

RESIDENTIAL UNITS ABOVE

147 147

EDGE OF BUILDING

ABOVE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I

E N

A M

U E

D A

T E

C O

N T

R A

S O

N N

E N

U M

B E

1 2 3 4 5

W O

E R

Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

O H

E P

H T

H W

E C

H N

A T

U R

A L

G A

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S P

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J E

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L O

L E

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

Q R

-1

-D -0

5A-102

B U

B A

S E

M E

N T

P L A

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/4" = 1'-0"A2

BUILDING 10825 BASEMENT PLAN

PLAN NORTH

Keynote Legend

Key Value Keynote Text

101 NEW DOOR(S). SEE DOOR SCHEDULE

102 NEW CONCRETE PAD. SEE

STRUCTURAL DWGS.

114 INFILL OPENING IN EXISTING WALL TO

MATCH EXISTING CONSTRUCTION

TYPE. SEE SECTION VIEWS.

147 MAINTAIN EXISTING 1-HOUR

FIRE-RESISTANCE WALL; FIRESTOP

ALL NEW AND EXISTING

PENETRATIONS. REFER TO LIFE

SAFETY DRAWINGS.

KEY PLAN

10832- 10836

10826

10825

10827

0 2' 4' 8'

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

STORAGE

826C

BLDG 826 MECH.

ELEC. AREA

826B

826A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I

E N

A M

U E

D A

T E

C O

N T

R A

S O

N N

E N

U M

B E

1 2 3 4 5

W O

E R

Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

O H

E P

H T

H W

E C

H N

A T

U R

A L

G A

S B

E R

S P

R O

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C T

H T

L O

L E

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

Q R

-1

-D -0

5A-103

B U

B A

S E

M E

N T

P L A

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/8" = 1'-0"A3

BUILDING 10826 -BASEMENT PLAN

PLAN NORTH

Keynote Legend

Key Value Keynote Text

101 NEW DOOR(S). SEE DOOR SCHEDULE

102 NEW CONCRETE PAD. SEE STRUCTURAL

DWGS.

147 MAINTAIN EXISTING 1-HOUR FIRE-RESISTANCE

WALL; FIRESTOP ALL NEW AND EXISTING

PENETRATIONS. REFER TO LIFE SAFETY

DRAWINGS.

148 PROVIDE NEW EXIT SIGN AND EMERGENCY

LIGHTING FIXTURE; REFER TO ELECTRICAL

DRAWINGS.

KEY PLAN

832-836

4'0 8' 16'

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I

E N

A M

U E

D A

T E

C O

N T

R A

S O

N N

E N

U M

B E

1 2 3 4 5

W O

E R

Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

-5 w w w .w oo lp er t.c om

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

O H

E P

H T

H W

E C

H N

A T

U R

A L

G A

S B

E R

S P

R O

J E

C T

H T

L O

L E

T R

L O

L E

E N

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C K

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

Q R

-1

-D -0

5A-104

B U

T F

L O

O R

P L A

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/4" = 1'-0"A3

BUILDING 10827 FIRST FLOOR PLAN

KEY PLAN

10832- 10836

10826

10825

10827

PLAN NORTH

Keynote Legend

Key Value Keynote Text

102 NEW CONCRETE PAD. SEE

STRUCTURAL DWGS.

112 EXISTING MECHANICAL LOUVER,

TO REMAIN

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

SEE

SCHEDULE

S E

E S

C H

E D

U L E

HOLLOW METAL

(PAINT)

SEE

SCHEDULE

S E

E S

C H

E D

U L E

HOLLOW METAL

(PAINT)

EXISTING CMU WALL

ASSEMBLY

BUTTED HM FRAME -

GROUT SOLID

CONTINUOUS SEALANT

BOTH SIDES

D O

O R

O P

E N

R E

F E

R T

O S

C H

E D

U L

5 3/4"

EXISTING LINTEL

DOOR OPENING

REFER TO SCHEDULE

S W

EBUTTED HM FRAME -

GROUT SOLID

EXISTING CMU WALL

ASSEMBLY

CONTINUOUS SEALANT

BOTH SIDES

HOLLOW METAL

DOOR

THRESHOLD SET IN

BED OF SEALANT

EXISTING

INTERIOR SLAB-

ON-GRADE

SCHEDULE ABBREVIATIONS

HM. HOLLOW METAL

SC SEALED CONCRETE (CLEAN COATING SURFACE SYSTEM)

RB RUBBER BASE

PT PAINT

EXISTING

CONCRETE WALL

FIRE-RATED

CAULK

DOOR FRAME

FASTENER PER

MANUFACTURER

DOOR

PIANO HINGE

CEILING BRACKET

LATCH RELEASE

SLAM LATCH

DOOR

EXISTING WALL

FRAME

EXISTING

CONCRETE WALL

FIRE-RATED

CAULK

DOOR FRAME

FASTENER PER

MANUFACTURER

DOOR

FINISH LEGEND

MANUFACTURERITEM

PITTSBURGH PAINTSPT-2

MATERIAL MODEL NO. PATTERN / COLOR REMARKS

WP-T3 DOORS & FRAMES

PORTERPT-1 GUARD FAST DRY ALKYD, ACRI-PRO 100 FLAT WP-B1 WALLS AND/OR CEILING

SC-1 TO BE DETERMINED MATCH EXISTING FLOORS

INDUSTRIAL ENAMEL INTERIOR/EXTERIOR

SEMI-GLOSS AND GLOSS

FUEL RESISTIVE RESINOUS FLOORING

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

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B Y

C H

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K E

D B

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1 2 3 4 5

W O

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Id ea C en te r B ou le va rd

D ay to n, O H

Te l:

Fa x:

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W R

T -P

A T

T E

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O N

F O

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A S

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G A

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S P

R O

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C T

H T

L O

L E

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

O V

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5A-601

S C

H E

D U

L E

D E

T A

L E

L D

E R

G A

R Y

R O

D D

R E

B E

C C

A K

N O

L L E

M A

R K

L O

H S

W P

A F

B L in e C

Q A

L L A

R C

H R

.r v t

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

1 1/2" = 1'-0"C3

DOOR HEADER DETAIL

1 1/2" = 1'-0"B3

DOOR JAMB DETAIL

1 1/2" = 1'-0"A3

DOOR SILL DETAIL

DOOR SCHEDULE

NO.

DOORS FRAME

RATING HDWR SET REMARKS

DIMENSIONS ELEV

(2A-601) MAT FINISH GLAZING

ELEV

(2A-601) MAT FINISH

DETAILS (2A-601)

WIDTH HEIGHT THICK HEAD JAMB SILL

825A 3' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3 45 MIN BLDG 10825 / SET 02

825B 6' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3 - BLDG 10825 / SET 01

825C 2' - 0" 2' - 0" 1 3/4" A HM PT-2 N/A 1 HM PT-2 C1 B1 A1 45 MIN BLDG 10825 / SET 03 CRAWLSPACE ACCESS

826A 7' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3 45 MIN BLDG 10826 / SET 01A

826B 3' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3 45 MIN BLDG 10826 / SET 02A

1 1/2" = 1'-0"C1

HEAD DETAIL - ACCESS DOOR

1 1/2" = 1'-0"B1

JAMB DETAIL - ACCESS DOOR

1 1/2" = 1'-0"A1

SILL DETAIL - ACCESS DOOR

M A

R K

D E

S C

N D

A T

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

-0

DOOR HARDWARE SCHEDULE

BUILDING 10262

HARDWARE GROUP NO. 01

FOR USE ON MARK/DOOR #(S):

C028

PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

6 EA HINGE 5BB 1HW 4.5 X 4.5 652 IVE

1 SET AUTO FLUSH BOLT FB31P 630 IVE

1 EA CORE 1C7TE1 626 BES

(UNCOMBINATED)

1 EA STOREROOM LOCK L9080BD 06A 626 SCH

1 EA COORDINATOR COR X FL US26D IVE

2 EA MOUNTING BRACKET MOUNTING BRACKETS AS REQUIRED 689 IVE

2 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA GASKETING 8144SBK PSA BK ZER

1 EA THRESHOLD 655A-223 A ZER

ASTRAGAL SUPPLIED BY THE DOOR SUPPLIER.

OPERATIONAL DESCRIPTION

5 KNUCKLE BALL BEARING FULL MORTISE HINGE HEAVY WEIGHT 4.5"X4.5" 652 AUTOMATIC

TOP AND BOTTOM BOLTS (PAIR) FOR METAL DOORS

LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY KNOB/LEVER INSIDE. OUTSIDE KNOB/LEVER

ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS LOCKED.

INSIDE LEVER IS ALWAYS FREE FOR IMMEDIATE EGRESS.

SOFFIT MOUNTED BAR COORDINATOR, FILLER BAR.

FIRE RATED STEEL MOUNTING BRACKET FOR STOP MOUNTED HARDWARE TO PREVENT

DAMAGE TO COR COORDINATORS.

SURFACE MOUNT, NON HANDED, UNIVERSAL, MECHANICAL CLOSER , MOUNT AS REQUIRED,

EXTRA DUTY ARM, STANDARD COVER, SELF REAMING 8 TAPPING SCREWS

GASKETING

UTILITY THRESHOLD,UL,HANDICAP

BUILDING 10266

HARDWARE GROUP NO. 01

FOR USE ON MARK/DOOR #(S):

A038

PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

6 EA HINGE 5BB1HW 4,5 X 4.5 652 IVE

1 SET AUTO FLUSH BOLT FB31P 630 IVE

1 EA CORE 1C7TE1 626 BES

(UNCOMBINATED)

1 EA STOREROOM LOCK L9080BD 06A 626 SCH

1 EA COORDINATOR COR X FL US26D IVE

2 EA MOUNTING BRACKET MOUNTING BRACKETS AS REQUIRED 689 IVE

2 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA GASKETING 8144SBK PSA BK ZER

1 EA THRESHOLD 655A-223 A ZER

ASTRAGAL SUPPLIED BY THE DOOR SUPPLIER.

OPERATIONAL DESCRIPTION

5 KNUCKLE BALL BEARING FULL MORTISE HINGE HEAVY WEIGHT 4.5"X4.5" 652 AUTOMATIC

TOP AND BOTTOM BOLTS (PAIR) FOR METAL DOORS

LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY KNOB/LEVER INSIDE. OUTSIDE

KNOB/LEVER ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN

DOOR IS LOCKED. INSIDE LEVER IS ALWAYS FREE FOR IMMEDIATE EGRESS.

SOFFIT MOUNTED BAR COORDINATOR, FILLER BAR.

FIRE RATED STEEL MOUNTING BRACKET FOR STOP MOUNTED HARDWARE TO PREVENT

DAMAGE To coR cOORDINATORS.

SURFACE MOUNT, NON HANDED, UNIVERSAL, MECHANICAL CLOSER , MOUNT AS REQUIRED,

EXTRA DUTY ARM, STANDARD COVER, SELF REAMING & TAPPING SCREWS

GASKETING

UTILITY THRESHOLD,UL, HANDICAP

BUILDING 10280

HARDWARE GROUP NO. 01

FOR USE ON MARK/DOOR #(S):

PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING :

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

6 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE

1 SET AUTO FLUSH BOLT FB31P 630 IVE

1 EA CORE 1C7TE1 626 BES

(UNCOMBINATED)

1 EA STOREROOM LOCK L9080BD 06A 626 SCH

1 EA COORDINATOR COR X FL US26D IVE

2 EA MOUNTING BRACKET MOUNTING BRACKETS AS REQUIRED 689 IVE

2 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA GASKETING 8144SBK PSA BK ZER

1 EA THRESHOLD 655A-223 A ZER

ASTRAGAL SUPPLIED BY THE DOOR SUPPLIER.

OPERATIONAL DESCRIPTION

5 KNUCKLE BALL BEARING FULL MORTISE HINGE HEAVY WEIGHT 4.5"X4.5" 652 AUTOMATIC

TOP AND BOTTOM BOLTS (PAIR) FOR METAL DOORS

LATCHBOLT RETRACTED BY KEY OUTSIDE OR BY KNOB/LEVER INSIDE. OUTSIDE KNOB/LEVER

ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS LOCKED.

INSIDE LEVER IS ALWAYS FREE FOR IMMEDIATE EGRESS.

SOFFIT MOUNTED BAR COORDINATOR, FILLER BAR.

FIRE RATED STEEL MOUNTING BRACKET FOR STOP MOUNTED HARDWARE TO PREVENT

DAMAGE TO COR COORDINATORS.

SURFACE MOUNT, NON HANDED, UNIVERSAL, MECHANICAL CLOSER , MOUNT AS REQUIRED,

EXTRA DUTY ARM, STANDARD COVER, SELF REAMING 8 TAPPING SCREWS

GASKETING

UTILITY THRESHOLD, UL, HANDICAP

HARDWARE GROUP NO. 04

FOR USE ON MARK/DOOR #(S):

PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE

1 EA CORE 1C7TE1 626 BES

(UNCOMBINATED)

1 EA OFFICE/ENTRY LOCK L9050BD 06A L583-363 626 SCH

1 EA SURFACE CLOSER 4040XP CUSH 689 LCN

1 EA GASKETING 8144SBK PSA BK ZER

1 EA DOOR SWEEP 39A A ZER

1 EA THRESHOLD 655A-223 A ZER

OPERATIONAL DESCRIPTION

5 KNUCKLE BALL BEARING FULL MORTISE HINGE HEAVY WEIGHT 4.5"X4.5" 652 LATCHBOLT

RETRACTED BY KNOB/LEVER FROM EITHER SIDE UNLESS OUTSIDE IS MADE INOPERATIVE BY

KEY OUTSIDE OR BY TURNING INSIDE THUMBTURN. WHEN OUTSIDE IS

LOCKED, LATCHBOLT IS RETRACTED BY KEY OUTSIDE OR BY KNOB/LEVER INSIDE. OUTSIDE

KNOB/LEVER REMAINS LOCKED U

SURFACE MOUNT, NON HANDED, UNIVERSAL, MECHANICAL CLOSER , MOUNT AS REQUIRED,

EXTRA DUTY CUSH ARM, STANDARD COVER, SELF REAMING & TAPPING SCREWS

GASKETING

NEOPRENE DOOR SWEEP, UL,WATER UTILITY THRESHOLD, UL, HANDICAP

HARDWARE GROUP NO. 05

FOR USE ON MARK/DOOR #(S):

1322A

PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE

1 EA PASSAGE SET L9010 06A 626 SCH

1 EA SURFACE CLOSER 4040XP EDA 689 LCN

1 EA WALL STOP WS401/402CVX 626 IVE

1 EA GASKETING 8144SBK PSA BK ZER

OPERATIONAL DESCRIPTION

5 KNUCKLE BALL BEARING FULL MORTISE HINGE HEAVY WEIGHT 4.5"X4.5" 652

LATCHBOLT RETRACTED BY KNOB/LEVER FROM EITHER SIDE AT ALL TIMES. INSIDE LEVER IS

ALWAYS FREE FOR IMMEDIATE EGRESS.

SURFACE MOUNT, NON HANDED, UNIVERSAL, MECHANICAL…

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File details come from the government source that posted it. Updated Dec 26, 2019.