W912QR21B0007_Plans-0000.pdf

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON G0.01.

REVIEWED BY:*

QUALITY CONTROL DATE

APPROVAL RECOMMENDED:*

PE/A DATE

APPROVED:*

ENGINEERING DIVISION, CHIEF DATE

*THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORPS OF

ENGINEERS, LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE OF

THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

STRUCTURAL RCDD

FIRE PROTECTION MECHANICAL ELECTRICAL

ARCHITECTURAL

US Army Corps of Engineers ®

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SOLICITATION NO.:

CONTRACT NO.:

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LOUISVILLE DISTRICT

W912QR19D0039

3 MAY 2021

WRIGHT-PATTERSON AIR FORCE BASE, OH

WPAFB BLDG. 20033 RENOVATION PHASE 2

PROJECT #ZHTV180028

TETRATECH, INC.

245 Browenton Place Louisville, Kentucky 40022-6409

(502) 584 - 5555 Fax: (502) 584-4696 www.tetratech.com

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

E-111 POWER PROPOSED PLAN - FIRST FLOOR

E-112 EQUIPMENT POWER PROPOSED PLAN - FIRST FLOOR

E-120 LIGHTING PROPOSED PLAN - SECOND FLOOR

E-121 POWER PROPOSED PLAN - SECOND FLOOR

E-122 EQUIPMENT POWER PROPOSED PLAN - SECOND FLOOR

E-130 LIGHTING PROPOSED PLAN - THIRD FLOOR

E-131 EQUIPMENT POWER PROPOSED PLAN - THIRD FLOOR

E-140 EQUIPMENT POWER PROPOSED PLAN - ROOF

E-401 ENLARGED ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM - MCC-A & MPP

E-602 ONE-LINE DIAGRAM - MDP

E-603 ELECTRICAL PANEL SCHEDULES - LP-1, LP-2, LP-3, LP-B

E-604 ELECTRICAL PANEL SCHEDULES - M3

E-605 ELECTRICAL PANEL SCHEDULES - LDP, PP-B, PP-1, PP-2

E-606 ELECTRICAL PANEL SCHEDULES - RP1, RP1-1, RP1-2, RP1-3

E-607 ELECTRICAL PANEL SCHEDULES - RP2-1, RP2-2, RP2-3A, RP2-3B

E-608 ELECTRICAL PANEL SCHEDULES - RP1-COMM, RP2-COMM,

RP3-COMM, RPB-1

E-609 ELECTRICAL PANEL SCHEDULES - RPB-2, RPB-3, PR3

E-610 LIGHTING FIXTURE SCHEDULE

TELECOMMUNICATIONS

T-001 LEGEND, ABBREVIATIONS AND NOTES

TD101 TELECOMMUNICATIONS DEMOLITION PLAN - BASEMENT

TD110 TELECOMMUNICATIONS DEMOLITION PLAN - FIRST FLOOR

TD120 TELECOMMUNICATIONS DEMOLITION PLAN - SECOND FLOOR

TD130 TELECOMMUNICATIONS DEMOLITION PLAN - THIRD FLOOR

T-101 TELECOMMUNICATIONS PROPOSED PLAN - BASEMENT

T-110 TELECOMMUNICATIONS PROPOSED PLAN - FIRST FLOOR

T-120 TELECOMMUNICATIONS PROPOSED PLAN - SECOND FLOOR

T-130 TELECOMMUNICATIONS PROPOSED PLAN - THIRD FLOOR

T-401 ENLARGED TELECOMMUNICATIONS PLANS

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

M-110 FIRST FLOOR - MECHANICAL FLOOR PLAN - DUCTWORK

M-111 FIRST FLOOR - MECHANICAL FLOOR PLAN - PIPING

M-120 SECOND FLOOR - MECHANICAL FLOOR PLAN - DUCTWORK

M-121 SECOND FLOOR - MECHANICAL FLOOR PLAN - PIPING

M-130 THIRD FLOOR - MECHANICAL FLOOR PLAN - DUCTWORK

M-131 THIRD FLOOR - MECHANICAL FLOOR PLAN - PIPING

M-140 ROOF PLAN

M-301 MECHANICAL SECTIONS

M-401 ENLARGED PLAN - SECOND FLOOR MECHANICAL

M-402 ENLARGED PLAN - THIRD FLOOR MECHANICAL ROOM

M-403 ENLARGED PLAN -THIRD FLOOR WEST MECHANICAL

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS - INDEX, SYMBOLS AND LEGEND

M-702 MECHANICAL CONTROLS - POINTS SCHEDULE INSTRUCTIONS

FOR THE INSTALLING CONTRACTOR

M-703 MECHANICAL CONTROLS - VAV TERMINAL UNITS WITH HW

REHEAT

M-704 MECHANICAL CONTROLS - VAV AIR HANDLING UNIT - SCHEMATIC

AND SEQUENCES

M-705 MECHANICAL CONTROLS - VAV AIR HANDLING UNIT - POINTS

SCHEDULE

M-706 MECHANICAL CONTROLS - CHILLED WATER SYSTEM -

SCHEMATIC AND SEQUENCES

M-707 MECHANICAL CONTROLS - CHILLED WATER SYSTEM - POINTS

SCHEDULE

M-708 MECHANICAL CONTROLS - EXHAUST FAN

M-709 MECHANICAL CONTROLS - BLOWER COIL UNIT

M-901 ISOMETRIC - THIRD FLOOR MECHANICAL ROOM

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS AND NOTES

ED101 LIGHTING DEMOLITION PLAN - BASEMENT

ED102 POWER DEMOLITION PLAN - BASEMENT

ED110 LIGHTING DEMOLITION PLAN - FIRST FLOOR

ED111 POWER DEMOLITION PLAN - FIRST FLOOR

ED120 LIGHTING DEMOLITION PLAN - SECOND FLOOR

ED121 POWER DEMOLITION PLAN - SECOND FLOOR

ED130 LIGHTING DEMOLITION PLAN - THIRD FLOOR

ED131 POWER DEMOLITION PLAN - THIRD FLOOR

ED140 POWER DEMOLITION PLAN - ROOF

ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

E-101 LIGHTING PROPOSED PLAN - BASEMENT

E-102 POWER PROPOSED PLAN - BASEMENT

E-103 EQUIPMENT POWER PROPOSED PLAN - BASEMENT

E-110 LIGHTING PROPOSED PLAN - FIRST FLOOR

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

A-403 ENLARGED PLANS AND ELEVATIONS

A-404 ENLARGED LL. RAMP PLAN AND DETAILS

A-501 PARTITION TYPES AND DETAILS

A-502 ARCHITECTURAL DETAILS

A-601 DOORS SCHEDULE AND DETAILS

INTERIORS

I-601 FINISH SCHEDULES

I-602 FINISH SCHEDULES

I-603 SIGNAGE SCHEDULES & TYPICALS

FIRE PROTECTION

F-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

FA101 LOWER LEVEL FIRE ALARM/MNS PLAN

FA110 FIRST FLOOR FIRE ALARM/MNS PLAN

FA120 SECOND FLOOR FIRE ALARM/MNS PLAN

FA130 THIRD FLOOR FIRE ALARM/MNS PLAN

FA501 FIRE ALARM/MNS DETAILS

FA601 FIRE ALARM/MNS RISER DIAGRAM

FX101 LOWER LEVEL FIRE PROTECTION PLAN

FX110 FIRST FLOOR FIRE PROTECTION PLAN

FX120 SECOND FLOOR FIRE PROTECTION PLAN

FX130 THIRD FLOOR FIRE PROTECTION PLAN

FX501 FIRE PROTECTION DETAILS

PLUMBING

P-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES

P-101 LOWER LEVEL - PLUMBING OVERALL PLAN

P-110 FIRST FLOOR - PLUMBING OVERALL PLAN

P-120 SECOND FLOOR - PLUMBING OVERALL PLAN

P-401 LOWER LEVEL - PLUMBING ENLARGED PLANS

P-410 FIRST FLOOR - PLUMBING ENLARGED PLANS

P-420 SECOND FLOOR - PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISERS - SANITARY AND VENT

P-902 PLUMBING RISERS - DOMESTIC WATER

PD101 LOWER LEVEL - PLUMBING DEMOLITION PLAN

PD110 FIRST FLOOR - PLUMBING DEMOLITION PLAN

PD120 SECOND FLOOR - PLUMBING DEMOLITION PLAN

MECHANICAL

M-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES

MD101 LOWER LEVEL - MECHANICAL DEMOLITION PLAN

MD110 FIRST FLOOR - MECHANICAL DEMOLITION PLAN

MD120 SECOND FLOOR - MECHANICAL DEMOLITION PLAN

MD130 THIRD FLOOR - MECHANICAL DEMOLITION PLAN

MD140 ROOF PLAN - MECHANICAL DEMOLITION

MD601 MECHANICAL DEMOLITION SCHEDULES

M-101 LOWER LEVEL - MECHANICAL FLOOR PLAN - DUCTWORK

M-102 LOWER LEVEL - MECHANICAL FLOOR PLAN - PIPING

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 PROJECT NOTES

G-003 PHASING PLANS

G-004 CODE SUMMARY

G-005 CODE SUMMARY

G-006 ROOM OCCUPANCY TABLES

G-101 LOWER LEVEL LIFE SAFETY PLAN

G-110 FIRST FLOOR LIFE SAFETY PLAN

G-120 SECOND FLOOR LIFE SAFETY PLAN

G-130 THIRD FLOOR LIFE SAFETY PLAN

HAZARDOUS MATERIAL

HM-110 HAZARDOUS MATERIAL PLAN - LOWER LEVEL

HM-111 HAZARDOUS MATERIAL PLAN - FIRST FLOOR

HM-112 HAZARDOUS MATERIAL PLAN - SECOND FLOOR

HM-113 HAZARDOUS MATERIAL PLAN - THIRD FLOOR

HM-114 HAZARDOUS MATERIAL PLAN - ROOF

HM-601 HAZARDOUS MATERIAL TABLES

HM-602 HAZARDOUS MATERIAL TABLES

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 SPECIAL INSPECTION TABLES

S-004 SPECIAL INSPECTION TABLES

S-111 FLOOR PLANS - NORTH ADDITION

S-113 THIRD FLOOR FRAMING PLAN & DETAILS - MECH ROOM 327

S-114 MECHANICAL PLATFORM FRAMING PLAN & DETAILS

S-301 STRUCTURAL SECTIONS & DETAILS

S-302 STRUCTURAL SECTIONS & DETAILS

ARCHITECTURE

A-001 ARCHITECTURAL ABBREVIATIONS AND GENERAL NOTES

A-002 ARCHITECTURAL STANDARDS

AD110 LOWER LEVEL DEMOLITION PLAN

AD111 FIRST FLOOR DEMOLITION PLAN

AD112 SECOND FLOOR DEMOLITION PLAN

AD113 THIRD FLOOR DEMOLITION PLAN

A-110 LOWER LEVEL - NEW CONSTRUCTION PLAN

A-111 FIRST FLOOR - NEW CONSTRUCTION PLAN

A-112 SECOND FLOOR - NEW CONSTRUCTION PLAN

A-113 THIRD FLOOR - NEW CONSTRUCTION PLAN

A-114 ROOF PLAN

A-160 LOWER LEVEL - REFLECTED CEILING PLAN

A-161 FIRST FLOOR - REFLECTED CEILING PLAN

A-162 SECOND FLOOR - REFLECTED CEILING PLAN

A-163 THIRD FLOOR - REFLECTED CEILING PLAN

A-401 ENLARGED LAVATORY PLANS AND ELEVATIONS

A-402 ENLARGED PLANS AND ELEVATIONS

ENTRANCE GATE

BLD 20033

PLAN NORTH

SUGGESTED

HAUL ROUTE

P2#: 479879

PROJECT DESCRIPTION:

THE PROJECT IS AN INTERIOR RENOVATION. THIS IS THE SECOND

PHASE OF STAGED RENOVATION TO UPGRADE THE BUILDING TO

REPAIR HEATING, VENTILATION, AND AIR CONDITIONING (HVAC)

SYSTEMS, MECHANICAL, ELECTRICAL, AND PLUMBING (MEP)

SYSTEMS, AND RECONFIGURE AND RENOVATE THE INTERIOR OF

BUILDING 33 (F/20033). WORK INCLUDES HVAC, ELECTRICAL, AND

PLUMBING REPAIR, ARCHITECTURAL DEMOLITION AND INTERIOR

REPAIRS, FIRE PROTECTION MODERNIZATION, AND HAZARDOUS

MATERIAL ABATEMENT.

ENTRANCE GATE

CORPS OF

ENGINEERS

AREA OFFICE

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

28 May 2021

W912QR21B0007

W

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B0

7-

CONSTRUCTION SEQUENCING NOTES

1. THE PROJECT SHALL BE CONSTRUCTED IN THREE PHASES. THE PHASE DESCRIPTIONS BELOW

DESCRIBE THE GENERAL SCOPE OF WORK FOR EACH PHASE. THE FACILITY WILL BE OCCUPIED

DURING CONSTRUCTION. ALL FLOORS WILL HAVE OCCUPIED SPACES.

2. SEE SHEET G-003 FOR A DIAGRAM OF THE GENERAL AFFECTED AREAS FOR EACH PHASE. SEE

DISCIPLINE SHEET FOR FURTHER INFORMATION.

3. THE OCCUPANTS OF THE BUILDING SHALL HAVE ACCESS TO STAIR 1 AND STAIR 2 DURING

BUSINESS, HOURS 0700-1700. ALL WORK REQUIRED IN CORRIDORS CONNECTING AND

ACCESSING STAIR 1 AND STAIR 2 ON ALL LEVELS SHALL BE CONDUCTED AFTER HOURS, THIS

INCLUDES CORRIDOR C001, C002, C101, C102, C103, C201, C202, C301, AND C302. THE

CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS FROM THE CORRIDORS

EACH NIGHT BEFORE THE COMMENCEMENT OF THE BUSINESS HOURS THE FOLLOWING DAY.

TEMPORARY LIGHTING AND EXIT SIGNAGE SHALL BE PROVIDED FOR EGRESS.

4. COORDINATE BUILDING ACCESS AND MOVEMENT OF MATERIALS WITH GOVERNMENT.

MATERIALS SHALL NOT BE STORED, STAGED, OR PLACED IN AREAS OUTSIDE THE DESIGNATED

PHASES OR IN THE CORRIDORS.

5. PHASE A: PHASE A WORK WILL INCLUDE THE FOLLOWING WORK:

a. ALL WORK IN WEST WING BETWEEN COLUMN LINES A AND D. EXISTING RESTROOM

EAST OF COLUMN LINE D SHALL REMAIN IN OPERATIONAL AND ACCESSABLE TO THE

OCCUPANTS DURING BUSINESS HOURS.

b. REMOVAL AND REPLACEMENT OF EXISTING CHILLER IN ROOM M3XX.

6. THE CONTRACTOR SHALL NOT COMMENCE WITH PHASE B WORK UNTIL 30 DAYS AFTER THE

ACCEPTANCE OF PHASE A AREA OF WORK.

7. PHASE B: PHASE B WORK WILL INCLUDE THE FOLLOWING WORK:

a. ALL WORK EAST OF COLUMN LINE D ON THE BASEMENT LEVEL, FIRST FLOOR, AND

SECOND FLOOR.

b. ALL WORK EAST OF COLUMN LINE D WITH THE EXCEPTION OF THE FRONT OFFICE SUITE

WHICH BEGINS WITH CORRDOR 316 (ROOMS 316-326).

8. THE CONTRACTOR SHALL NOT COMMENCE WITH PHASE C WORK UNTIL 30 DAYS AFTER THE

ACCEPTANCE OF PHASE B AREA OF WORK.

9. PHASE C: PHASE C WORK WILL INCLUDE THE FOLLOWING WORK:

a. BEFORE COMMENCING WITH OTHER WORK. CONDUCT ALL WORK ASSOCIATED WITH

STAIR 2. STAIR 2 WORK SHALL BE COMPLETED IN 14 CALENDAR DAYS.

b. RENOVATION OF THE FRONT OFFICE SUITE ON THE THRID FLOOR WHICH BEGINS

WITH.CORRDOR 316 (ROOMS 316-326).

c. REPLACEMENT OF THE AC-3 SERVING FRONT OFFICE SUITE WHICH BEGINS WITH

CORRDOR 316 (ROOMS 316-326).

10. FURNISHINGS WILL BE MOVED BY THE GOVERNMENT.

GENERAL DEMOLITION NOTES

A. ALL AREAS DESIGNATED BY DASHED LINES ARE TO BE REMOVED.

B. ALL AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED SHALL REMAIN

INTACT. PATCH AND REPAIR EXISTING ADJACENT SURFACES AS REQUIRED AFTER

DEMOLITION TO MATCH EXISTING OR IN ACCORDANCE WITH PROPOSED RENOVATIONS.

C. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TO PREVENT

MOVEMENT, SETTLEMENT, OR COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND

ADJACENT EXISTING ELEMENTS TO REMAIN.

D. LOCATE AND IDENTIFY EXISTING UTILITIES, INCLUDING SANITARY SEWER SYSTEM, AND

ASCERTAIN THEIR CONDITION TO ENSURE ADEQUATE PERFORMANCE OF ALL UTILITIES IN

NEW CONSTRUCTION. PROTECT UTILITY LINES AND HARDWARE DURING DEMOLITION AND

CONSTRUCTION PHASES.

E. SEE PRE-RENOVATION HAZARDOUS MATERIAL REPORT IN SPECIFICATIONS FOR

HAZARDOUS MATERIALS.

F. CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED OF STUDS, PLYWOOD AND 10 MIL

PLASTIC DUST BARRIER. ALL WOOD PRODUCTS SHALL BE CLASS 3 OR BETTER FLAME

SPREAD RATE. PLASTIC SHEATHING SHALL BE LESS THAN 450 SMOKE DENSITY AS

MEASURED BY ASTM E84. PROVIDE AN ACCESS DOOR.

G. CONTRACTOR IS RESPONSIBLE TO REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND

OTHER DISCARDED MATERIALS AND/OR EQUIPMENT RESULTING FROM DEMOLITION

OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OFF SITE.

H. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON THE PROJECT SITE.

I. SEE MEP DRAWINGS FOR COORDINATION AND FURTHER INFORMATION ON MECHANICAL,

PLUMBING AND ELECTRICAL DEMOLITION. INCLUDING BUT NOT LIMITED TO EXISTING

PLUMBING FIXTURES. DRAINAGE AND VENT PIPING, AND SURFACE MOUNTED CONDUIT AND

WIREMOLD. REMOVE OR RELOCATE INTERIOR SURFACE MOUNTED ITEMS WHERE THEY

CONFLICT WITH NEW WORK.

J. COORDINATE ALL DEMOLITION WITH THE CONTRACTOR QUALITY CONTROL MANAGER AND

OTHER TRADES.

K. IN ALL AREAS OF CONSTRUCTION REMOVE ALL EXISTING WALL MOUNTED ITEMS INCLUDING

BUT NOT LIMITED TO TACKBOARDS, PHOTOGRAPHS, FRAMED ITEMS, SIGNAGE, SAFETY

EQUIPMENT AND ALL ASSOCIATED HANGERS AND SUPPORS. TURN OVER, CAREFULLY

STORE FOR RE-USE/REINSTALLATION OR DISPOSE OF AS DIRECTED BY THE CONTRACTOR

QUALITY CONTROL MANAGER.

L. VERIFY DIMENSIONS AND LOCATIONS. IT IS ANTICIPATED THAT EXISTING CONDITIONS

SHALL REQUIRE SLIGHT ADJUSTMENTS.

M. PATCH AND REPAIR WALLS AT ALL REMOVED WALL MOUNTED EQUIPMENT, INCLUDING FIRE

EXTINGUISHER CABINETS, SIGNAGE, HOOKS AND HANGERS AND ALL OTHER

MISCELLANEOUS ITEMS, TO MATCH ADJACENT WALL SURFACES.

N. PROVIDE TEMPORARY SUPPORT AND REATTACHMENT FOR CEILING MOUNTED FIXTURES

AND EQUIPMENT NOT SCHEDULED FOR REMOVAL.

O. REMOVE EXISTING WINDOW SHADES, MOUNTING BRACKETS AND ALL ASSOCIATED

COMPONENTS, PATCH WALL DAMAGE PRIOR TO MOUNTING NEW SHADING DEVICES AND

APPLYING NEW WALL FINISH. TYPICAL OF ALL EXTERIOR WINDOWS IN AREA OF WORK.

P. IN AREAS OF CEILING DEMOLITION, REMOVE EXISTING CEILING HUNG ITEMS, INCLUDING

BUT NOT LIMITED TO: PROJECTOR SCREENS AND TELEVISIONS. REFER TO MEP FOR

ADDITIONAL REMOVAL INFORMATION.

Q. PRIOR TO STARTING WORK, THE DEMOLITION CONTRACTOR IS TO FIELD VERIFY NOTED

AREAS OF DEMOLITION TO DETERMINE ACTUAL SCOPE OF DEMOLITION WORK AND TO

REVIEW SCOPE WITH THE CONTRACOR QUALITY CONTROL MANAGER TO DETERMINE

SPECIFIC EXISTING ITEMS TO BE REMOVED, REINSTALLED, OR SALVAGED AND STORED FOR

REUSE.

R. REMOVE DECAYED, VERMIN-INFESTED OR OTHERWISE DANGEROUS OR UNSUITABLE

MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.

S. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS GOVERNMENT'S MINIMUM

REQUIREMENTS AND ARE NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS

INDICATED OTHERWISE ON THE PLANS AND SPECIFICATIONS (E.G. SOLE-SOURCE), ALL

LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN

PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD

OF QUALITY AND CHRACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEETS OR

EXCEEDS THE STANDARD QUAILITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

GENERAL CONSTRUCTION NOTES

A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION

01 02 20.

B. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

C. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN

ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE.

FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE

APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE

CONTACT THE 88 CEG/CEIEA WATER PM MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL) FOR ADDITIONAL INFORMATION.

D. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED

DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST

GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM

CHRIS TUMBUSCH. CHRIS CAN BE REACHED AT 937-257-2455 OR BY EMAIL AT

CHRISTOPHER.TUMBUSCH@US.AF.MIL

E. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 02 20.

F. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS CONTAINING

ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

G. DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURALCOMPONENTS REQUIRE

NOTIFICATION OF DEMOLITION AND RENOVATION TO THE REGIONAL AIR POLLUTION AND

CONTROL AGENCY (RAPCA) A MINIMUM OF 10 WORK DAYS PRIOR TO BEGINNING

CONSTRUCTION.

H. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORD- ANCE WITH WPAFB SPECIFICATION

SECTION 02 09 10

I. IF ANY REFRIGERANT-CONTAINING EQUIPMENT SCHEDULED FOR NEW INSTALLATION,

INCLUDING WATER COOLERS, THEY MUST UTILIZE AN HFC REFRIGERANT. CFC AND HCFC

REFRIGERANTS ARE NOT AUTHORIZED FOR NEW EQUIPMENT INSTALLATIONS. FOR

ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHRIS TUMBUSCH.

CHRIS CAN BE REACHED AT 937-257-2455 OR BY EMAIL AT HYPERLINK

"mailto:CHRISTOPHER.TUMBUSCH@US.AF.MIL" CHRISTOPHER.TUMBUSCH@US.AF.MIL.

J. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY

HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE

PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE

CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS

GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV'T FOR

DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/ CEIEC.

QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY

HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS

MATERIALS PM, KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 OR 88

CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257- 0023 OR HYPERLINK

"mailto:EMILY.ERDEI@US.AF.MIL" EMILY.ERDEI@US.AF.MIL).

K. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER.

THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE

DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING

CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT

937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-

IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE

GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 02 20

STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH

AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED,

(4) THE COST FOR WASTE-TO-ENERGY AND THE TON- NAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL

AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE

COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS

INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE

QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND

JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY RE- PORTS

SHALL BE ON THE WPAFB DIVERSION FORM.FOR AD- DITIONAL INFORMATION CONTACT THE

RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR DAVID.DATON.2@US.AF.MIL.

L. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88

CEG/CEIE IN AC- CORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR

RECYCLING.

M. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG\ CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

N. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 02 20.

O. 30 DAYS PRIOR TO START OF WORK, THE CONTRACT- OR SHALL TAKE A REPRESENTATIVE

SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED

DIRECTLY INTO THE SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL

LEVEL OF EACH OF THE FOLLOWING: ARSENIC, CADMIUM, CHROMIUM, COPPER, CYANIDE,

LEAD, MERCURY, MOLYBDENUM,NIC- KEL, SELENIUM, SILVER, ZINC, SULFIDE, OIL AND

GREASE, PHOSPHORUS, COD, BOD. THE LAB PERFORMING THE ANALYSES MUST BE

CERTIFIED BY OHIO EPA TO ANALYZE FOR THESE PAR- AMETERS. PROVIDE A COPY OF THE

LAB'S REPORT TO THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88

CEG/CEIEA FOR A DETERMINATION ON THE WASTEWATER DISPOSAL METHOD.

P. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE

SMOKE DETECT- ORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER

RADIOACTIVE COMMODITY AND/OR RADIO- ACTIVE CONTAMINANT THROUGH THE

INSTALLATION RADIATION SAFETY OFFICER, 88 AMDS/SGPB

Q. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER W/ OUT THE WRITTEN

APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE PROGRAM MANAGER (NR PM).

SUBMIT A LIST OF THE TREES TO BE REMOVED AND REPLACED. THREE TREES SHALL BE

REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE

SHALL BE FOLLOWED WHEN PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED

PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT NATURAL

RESOURCE PM DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE

AT 937-257-4857 FOR ADDITIONAL INFORMATION.

R. LANDSCAPE PLANT MATERIALS SHALL BE SELECTED FROM THE LIST OF APPROVED

SPECIES, OUTLINED IN THE BASE FACILITY STANDARD, WRIGHT-PATTERSON AFB, OH,

MARCH 2016. PLANTINGS MUST BE MAINTAINED (WATERED) FOR ONE YEAR. CONTACT

NATURAL RESOURCE PM DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR

BY PHONE AT 937-257-4857 FOR ADDITIONAL INFORMATION.

S. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMEN'TS

MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS.

UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS(E.G. SOLE-SOURCE),

ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN

PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD

OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR

EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

NEW BUILDING RENOVATION

CONTRACTOR LAYDOWN AREA

MAINTAIN ACCESS TO

BUILDING ENTERANCE

THROUGH

CONSTRUCTION

MAINTAIN

PEDESTRIAN

ACCESS TO

BUILDING

ENTERANCE

TEMPORARY

CHAIN-LINK

CONSTRUCTION

FENCE (6'-0") HIGH

WITH PRIVACY

AXPROXIMATE CONTRACT TRAILER LOCATION

PROPOSED LAYDOWN AREA NOTES

1. CONTRACTOR SHALL RESTORE ALL PAVEMENT, LANDCAPING AND

OTHER FEATURES (TO REMAIN) WITHIN CONSTRUCTION LIMITS TO

RE-CONSTRUCTION CONDITION.

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SCALE: 1 1/2" = 1'-0"

PROPOSED LAYDOWN AREA

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A B C D

A B C D

A B C D

A B C D

CONSTRUCTION SEQUENCE LEGEND

SEQUENCE A - WEST WING AND

CHILLER REPLACEMENT

SEQUENCE B - CENTRAL WING

SEQUENCE C - THIRD FLOOR F.O.G.

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1/16" = 1'-0"A1 LOWER LEVEL - PHASING PLAN

1/16" = 1'-0"H1 FIRST FLOOR - PHASING PLAN

1/16" = 1'-0"A11 SECOND FLOOR - PHASING PLAN

1/16" = 1'-0"H11 THIRD FLOOR - PHASING PLAN

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

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LIFE SAFETY CODE ANALYSIS

• UFC 1-200-01: DOD BUILDING CODE, 8 OCTOBER 2019

• UFC 3-490-06: ELEVATORS, 8 JUNE 2018

• UFC 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 5, 24 SEPTEMBER 2020

• UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, CHANGE 1, JANUARY 2010

• IBC 2018: INTERNATIONAL BUILDING CODE

• NFPA 1, FIRE CODE, 2018

• NFPA 101, LIFE SAFETY CODE, 2018

• NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019

• NFPA 70, NATIONAL ELECTRICAL CODE, 2020

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019

• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2019

• NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS,

• NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019

• ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARDS

• ECB 2018-17: NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION SYSTEMS

PRIMARY APPLICABLE CODES

NEW BUSINESS (CHAPTER 38)

EXISTING BUSINESS (CHAPTER 39)

EXISTING ASSEMBLY (CHAPTER 13)

THE OCCUPANT LOAD WILL BE CALCULATED IN ACCORDANCE WITH NFPA 101 BASED ON

THE INTENDED USE OF EACH SPACE AND THE FOLLOWING OCCUPANT LOAD FACTORS.

ASSEMBLY USE - LESS CONCENTRATED: 15 NSF/OCC.

BUSINESS USE: 150 GSF/OCC.

BUSINESS USE - COLLABORATION RM > 450 SF: 15 GSF/OCC.

IT EQUIPMENT ROOM: 300 GSF/OCC.

STORAGE USE: 500 GSF/OCC.

MECHANICAL, ELECTRICAL & OTHER BLDG. EQUIPMENT SPACES: 500 GSF/OCC.

THE EXIT CAPACITY FACTORS ARE 0.3 INCHES OF EXIT WIDTH PER PERSON FOR

STAIRWAYS, AND 0.2 INCHES OF EXIT WIDTH PER PERSON FOR OTHER COMPONENTS

LIKE DOORS AND CORRIDORS.

LOCATION REQUIRED PROVIDED

LOWER LEVEL 2 4

1ST FLOOR 2 3

2ND FLOOR 2 2

3RD FLOOR 2 2

IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED, AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13, THE MINIMUM SEPARATION

BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES WILL BE NOT LESS THAN

ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE

BUILDING OR AREA SERVED.

THE MAXIMUM DIAGONAL DIMENSION OF THE BUILDING IS 210'-4" (MEASURED ON THIRD

FLOOR), THEREFORE THE MINIMUM SEPARATION REQUIRED BETWEEN THE DOORS TO

THE TWO EXIT STAIRS IS 69'-4". THE DOORS TO THE TWO EXIT STAIRS ARE PROVIDED

WITH A SEPARATION DISTANCE OF 107'-2".

ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED FOR AN EXISTING BUSINESS

OCCUPANCY (NFPA 101 §7.5.4.1).

MAX. PERMITTED ACTUAL

BUSINESS

TRAVEL DISTANCE W/ SPRINKLER SYSTEM: 300 FT. 154 FT. 7 IN.

COMMON PATH OF TRAVEL: 100 FT. 98 FT. 6 IN.

DEAD END CORRIDOR: 50 FT. 48 FT. 6 IN.

MAX. PERMITTED ACTUAL

ASSEMBLY

TRAVEL DISTANCE W/ SPRINKLER SYSTEM: 250 FT. 74 FT. 9 IN.

COMMON PATH OF TRAVEL: 20 FT. / 75 FT. N/A

DEAD END CORRIDOR: 20 FT. 18 FT. 6 IN.

STAIRS AND EGRESS PATHS ARE PROVIDED WITH A MINIMUM OF 10 FT-CANDLE AND 1-FT

CANDLE, RESPECTIVELY, IN ACCORDANCE WITH NFPA 101 §7.8.1.3.

EMERGENCY LIGHTING IS REQUIRED FOR EXISTING BUSINESS OCCUPANCIES THREE OR

MORE STORIES IN HEIGHT. EMERGENCY LIGHTING IS PROVIDED IN ACCORDANCE WITH

NFPA 101 §7.9. EMERGENCY LIGHTING MUST BE PROVIDED FOR A MINIMUM OF 1-1/2

HOURS UPON FAILURE OF NORMAL LIGHTING. THE EMERGENCY LIGHTING MUST BE

DESIGNED TO PROVIDE NOT LESS THAN AN AVERAGE OF 1 FOOT-CANDLE AND, AT ANY

POINT, NOT LESS THAN 0.1 FOOT-CANDLE, MEASURED ALONG THE PATH OF EGRESS AT

FLOOR LEVEL.

EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS THAT OBVIOUSLY AND CLEARLY ARE

IDENTIFIABLE AS EXITS, SHALL BE MARKED BY AN APPROVED SIGN THAT IS READILY

VISIBLE FROM ANY DIRECTION OF EXIT ACCESS. NEW SIGN PLACEMENT SHALL BE SUCH

THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS IN EXCESS OF THE RATED VIEWING

DISTANCE, OR 100 FT, WHICHEVER IS LESS, FROM THE NEAREST SIGN.

NEW INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A OR B IN ENCLOSED EXIT

STAIRWAYS, AND CLASS A, B OR C IN OTHER AREAS. NEW CARPET AND CARPET LIKE

FLOOR FINISHES MUST COMPLY WITH ASTM D2859, STANDARD TEST METHOD FOR

IGNITION CHARACTERISTICS OF FINISHED TEXTILE FLOOR COVERING MATERIALS. OTHER

FLOOR FINISH MATERIALS MUST HAVE A MINIMUM CRITICAL RADIANT FLUX OF 0.1 W/CM2.

THE SIMPLEX FA/MNS CONTROL PANEL IS EXISTING TO REMAIN. FIRE ALARM/MASS

NOTIFICATION SYSTEM NOTIFICATION APPLIANCES WILL BE LOCATED THROUGHOUT THE

MODIFIED SPACES. EXISTING MANUAL PULL STATIONS ARE PROVIDED WITHIN 5 FEET OF

EACH EXIT, EXCEPT AT STAIR 2 ON THE SECOND AND THIRD FLOORS. MANUAL PULL

STATIONS WILL BE PROVIDED AT THOSE LOCATIONS.

PORTABLE FIRE EXTINGUISHERS ARE REQUIRED IN ALL NEW AND EXISTING BUSINESS

OCCUPANCIES (NFPA 101 §39.3.5). FIRE EXTINGUISHERS SHALL BE SPACED IN

ACCORDANCE WITH NFPA 10.

CORRIDORS IN AN EXISTING ASSEMBLY OR BUSINESS OCCUPANCY ARE NOT REQUIRED

TO HAVE A FIRE-RESISTANCE RATING (NFPA 101 §13.3.6 & §39.3.6.).

FIRE DAMPERS SHALL BE DYNAMIC TYPE, RATED FOR 3,000 FT/MIN OR GREATER.

• FIRE RATED DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH

PARTITIONS OR WALLS HAVING A FIRE RESISTANCE RATING OF 2 HOURS OR

GREATER.

• FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FIRE

RESISTANCE RATED SHAFTS.

• FIRE DAMPERS SHALL BE INSTALLED IN AIR TRANSFER OPENINGS IN FIRE

RESISTANCE RATED PARTITIONS.

• FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FLOORS

EXCEPT

WHERE THE FLOOR PENETRATION IS WITHIN A FIRE RATED SHAFT.

PROVIDE ISOLATION SMOKE DAMPER WHEN AIR HANDLING EQUIPMENT SYSTEMS HAVE A

CAPACITY GREATER THAN 15,000 CFM TO ISOLATE THE AIR-HANDLING EQUIPMENT,

INCLUDING FILTERS, FROM THE REMAINDER OF THE SYSTEM ON BOTH THE BUILDING

SUPPLY AND RETURN SIDES, IN ORDER TO RESTRICT THE CIRCULATION OF SMOKE.

NOT APPLICABLE - NEW AIR HANDLING EQUIPMENT DOES NOT HAVE A CAPACITY OF

GREATER THAN 15,000 CFM

A. CLASSIFICATION OF OCCUPANCY:

B. OCCUPANT LOAD:

C. CAPACITY OF MEANS OF EGRESS:

D. NUMBER OF EXITS:

E. ARRANGEMENT OF MEANS OF

EGRESS:

F. ACCESSIBLE MEANS OF EGRESS:

G. TRAVEL DISTANCE TO EXITS:

NFPA 101: 7.6 & CHAPTERS 12-42

H. ILLUMINATION OF MEANS OF EGRESS:

NFPA 101: 7.8 & CHAPTERS 12-42

I. EMERGENCY LIGHTING:

NFPA 101: 7.9 & CHAPTERS 12-42

J. MARKING OF MEANS OF EGRESS:

NFPA 101: 7.10 & CHAPTERS 12-42

K. INTERIOR FINISH CLASSIFICATION

LIMITS:

NFPA 101: TABLE A.10.2.2

L. DETECTION, ALARM, &

COMMUNICATIONS:

UFC 3-600-01: CHAPTER 9-18

NFPA 101: 9.6 & CHAPTERS 12-42

M. PORTABLE FIRE EXTINGUISHERS:

UFC 3-600-01, 9-17

NFPA 10

N. CORRIDORS:

NFPA 101: CHAPTERS 12-42

O. FIRE DAMPERS:

NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

P. SMOKE DAMPERS:

IBC: SECTION 716

NFPA 90A: 4.3.10.2, 5.3.5.1

LIFE SAFETY CODE ANALYSIS - CONTINUED

USE GROUP B (BUSINESS)

USE GROUP S-2 (LOW-HAZARD STORAGE)

ACCESSORY USE GROUP A-3 (ASSEMBLY)

TYPE IIB (NON-COMBUSTIBLE, UNPROTECTED)

NON-SEPARATED MIXED-USE BUILDING, GROUP B & GROUP S-2

ALLOWABLE AREA

GROUP B: 69,000 SF

GROUP S-2: 78,000 SF

AREA DETERMINATION

AT = 69,000 SF > ACTUAL = 14,581 SF PER FLOOR

MAXIMUM HEIGHT ALLOWED: 75 FEET, 4 STORIES

ACTUAL HEIGHT: < 75 FEET, 3 STORIES

NEW 4-STORY SHAFT ENCLOSURES - 2 HOUR RATING; EXISTING SHAFTS - 1/2 HOUR RATING;

EXISTING EXIT ENCLOSURES IN NON-HIGH-RISE BUILDINGS -1 HOUR RATING

DOORS LOCATED IN 1-HOUR OR 2-HOUR FIRE-RESISTANCE RATED SHAFTS AND EXIT

ENCLOSURES REQUIRES A 60 MIN. OR 90 MIN RATING, RESPECTIVELY. DOORS LOCATED IN

OTHER 1-HOUR OR 2-HOUR RATED FIRE BARRIERS REQUIRE A 45 MIN OR 90 MIN RATING

RESPECTIVELY.

NO SEPARATION REQUIRED BETWEEN OCCUPANCIES. FLOORS SHALL BE CONSTRUCTED

AS A SMOKE BARRIER IAW NFPA 101.

PRIMARY STRUCTURAL FRAME – 0 HOUR RATING

BEARING WALLS:

EXTERIOR WALLS – 0 HOUR RATING *

INTERIOR WALLS – 0 HOUR RATING **

NON-BEARING WALLS:

EXTERIOR PARTITIONS – 0 HOUR RATING *

INTERIOR PARTITIONS – 0 HOUR RATING **

FLOOR CONSTRUCTION AND SECONDARY MEMBERS – 0 HOUR RATING

ROOF CONSTRUCTION AND SECONDARY MEMBERS – 0 HOUR RATING

* EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING UNLESS OTHERWISE

REQUIRED BASED ON FIRE SEPARATION DISTANCE

**REFER TO NFPA 101 & UFC REQUIREMENTS FOR INTERIOR WALL RATINGS AND ROOF

CONSTRUCTION.

NO AREAS REQUIRING SPECIAL HAZARD PROTECTION WITHIN THE SCOPE OF WORK.

THE BUILDING IS PROTECTED WITH AN EXISTING AUTOMATIC SPRINKLER SYSTEM

THROUGHOUT, THE SPRINKLER SYSTEM WILL BE MODIFIED TO ACCOMMODATE THE

ARCHITECTURAL CHANGES.

THE OFFICE BUILDING IS PRIMARILY LIGHT HAZARD (LH), THE LABORATORIES, MECHANICAL, ELECTRICAL AND STORAGE ROOMS ARE CLASSIFIED AS ORDINARY HAZARD (OH).

HAZARD DENSITY AREA MIN. K-FACTOR HOSE

LIGHT HAZARD 0.1 GPM/SF 1500 SF 5.6 250 GPM

ORDINARY HAZARD 0.2 GPM/SF 2500 SF 8.0 250 GPM

N/A: NO STORAGE OVER 12 FEET IN HEIGHT

COVERAGE PER SPRINKLER MUST BE IN ACCORDANCE WITH NFPA 13, NOT EXCEEDING 225

SF FOR LIGHT HAZARD OR 130 SF FOR ORDINARY HAZARD. EXTENDED COVERAGE HEADS

ARE NOT PERMITTED.

DATE: 10/6/2020

PERFORMED BY: DALMATIAN FIRE & AMERICAN WATER

WITNESSED BY: ROBERT VIALL, PE

STATIC PRESSURE: 135 PSI

RESIDUAL PRESSURE: 82 PSI WHILE FLOWING 901 GPM

PROJECTED FLOW @ 20 PSI: 1369 GPM

BASED ON THIS FLOW TEST DATA, A FIRE PUMP WILL NOT BE REQUIRED FOR THIS

PROJECT.

NOT APPLICABLE.

THE SYSTEM IS PROVIDED WITH AN EXISTING 6" BACKFLOW PREVENTER. AN 8 PSI

PRESSURE LOSS HAS BEEN INCLUDED IN THE HYDRAULIC CALCULATIONS FOR THE

BACKFLOW PREVENTER.

NOT APPLICABLE. A FIRE PUMP IS NOT REQUIRED FOR THIS PROJECT.

BUILDING CODE ANALYSIS

A. OCCUPANCY CLASSIFICATION:

IBC CHAPTER 3

B. CONSTRUCTION TYPE

IBC CHAPTER 6

TABLE 601

C. MIXED USE & OCCUPANCY

SEPARATION

D. AREA LIMITATIONS / MODIFICATIONS

E. HEIGHT LIMITATIONS

F. VERTICAL ENCLOSURES, CONTINUITY,

PROTECTION

G. OPENING PROTECTIVES & THRU-

PENETRATIONS

H. HORIZONTAL SEPARATIONS

I. FIRE RESISTIVE REQUIREMENTS

J. ENCLOSURE PROTECTION

K. FIRE PROTECTION SYSTEM

L. AVAILABLE WATER SUPPLY TESTING

M. WATER STORAGE TANK

REQUIREMENTS

N. BACKFLOW PREVENTER & TESTING

O. FIRE PUMP(S)

DUCT SMOKE DETECTORS INSTALLED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF

ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS HAVING A CAPACITY GREATER

THAN 2,000 CFM, AND AT EACH STORY PRIOR TO THE CONNECTION TO A COMMON

RETURN AND PRIOR TO ANY RECIRCULATION OR FRESH AIR INLET CONNECTION IN

RETURN AIR SYSTEMS HAVING A CAPACITY GREATER THAN 15,000 CFM AND SERVING

MORE THAN ONE STORY.

NOT APPLICABLE - NEW AIR HANDLING EQUIPMENT DOES NOT HAVE A CAPACITY OF

GREATER THAN 2,000 CFM

THE EXISTING ELEVATORS ARE NOT BEING MODIFIED AS PART OF THIS PROJECT.

THE BUILDING HAS EXISTING ROOF ACCESS VIA STAIR 1.

N/A

FIRE DEPT. VEHICLE ACCESS IS EXISTING TO REMAIN.

EXISTING FIRE HYDRANTS ARE PROVIDED AROUND THE BUILDING.

N/A

Q. DUCT SMOKE DETECTORS

NFPA 90A: 6.4.2.1

R. ELEVATORS

S. ROOF ACCESS:

UFC 3-600-01: 10-4

IBC CHAPTER 1011.12

T. HAZARDOUS LOCATIONS IN

COMMERCIAL GARAGES

NFPA 70: NEC ARTICLES 500 & 511

U. FIRE DEPT VEHICLE ACCESS

UFC 3-600-01: 9-1

NFPA 1: 18.2.3.4.1

V. FIRE HYDRANT INSTALLATION

UFC 3-600-01: 9-3.5

W. KITCHEN COOKING EXHAUST

EQUIPMENT

NFPA 101: 9.2.3, CHAPTERS 12-42

NFPA 96

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

W

2Q R

B0

7-

EXISTING FACILITIES (CONTINUED)EXISTING FACILITIES

FACILITIES AS THEY EXIST PRIOR TO PROJECT, MUST MEET NFPA 101

FOR EXISTING OCCUPANCY. THE FOLLOWING EXISTING FACILITY

DEFICIENCIES HAVE BEEN IDENTIFIED:

- EXISTING CONFERENCE ROOM 023 HAS A CALCULATED OCCUPANT

LOAD OF MORE THAN 50 OCCUPANTS AND THEREFORE REQUIRES A

SECOND EXIT

- STAIR 2 CONSTRUCTED OF GLASS BLOCK AT LOWER LEVEL AND DOES

NOT EXTEND ALL THE WAY TO THE ROOF - WILL BE REBUILT AS PART OF

THIS PROJECT

- STAIR 2 DOORS DO NOT HAVE PANIC HARDWARE OR LATCHES, AND

WILL BE REPLACED WITH COMPLIANT DOORS.

- NO MANUAL PULL STATIONS ARE PROVIDED AT STAIR 2 ON THE

SECOND AND THIRD FLOORS.

- EXISTING COMMUNICATIONS CONDUIT IS ROUTED THROUGH THE STAIR

2 EXIT ENCLOSURE. EXISTING PENETRATIONS ARE PERMITTED TO

REMAIN PER NFPA 101 SEC. 7.1.3.2.1(10)(I).

- STAIR 2 DISCHARGES ON THE FIRST FLOOR, BUT EXTENDS DOWN TO

THE LOWER LEVEL. NO GATE OR SIGNAGE IS PROVIDED TO PREVENT

OCCUPANTS FROM EGRESSING PAST THE LEVEL OF EXIT DISCHARGE.

- THE UTILITY SHAFT LOCATED BEHIND THE RESTROOMS IS NOT

CONTINUOUS, AND WILL BE RECONSTRUCTED AS PART OF THIS

PROJECT.

- THE DOOR TO THE ELEVATOR EQUIP ROOM ON THE LOWER LEVEL

DOES NOT HAVE THE APPROPRIATE FIRE RATING AND WILL BE

REPLACED. THE RAISED FLOOR WILL ALSO BE REMOVED IN LAB 011

WHICH ACCESSES THE ELEVATOR EQUIP ROOM.

- THE ELEVATOR MACHINE ROOM OPENS DIRECTLY INTO STAIR 1 ON THE

ROOF LEVEL. NFPA 101 PERMITS EXISTING OPENINGS TO MECHANICAL

EQUIPMENT ROOMS PROTECTED BY AN APPROVED EXISTING FIRE

RATED DOOR PROVIDED THE SPACE IS USED SOLELY FOR NON-FUEL

FIRED MECHANICAL EQUIPMENT, THE SPACE CONTAINS NO STORAGE

OF COMBUSTIBLE MATERIALS, AND THE BUILDING IS FULLY

SPRINKLERED ( §7.1.3.2.1(9)(E)).

THE BUILDING IS PROVIDED WITH AN EXISTING SPRINKLER SYSTEM

THROUGHOUT. THE EXISTING SPRINKLER SYSTEM WILL BE MODIFIED TO

ACCOMMODATE ARCHITECTURAL CHANGES.

A. EXISTING FACILITY DEFICIENCY

UPGRADE:

UFC 3-600-01: 34-1.1

NFPA 101: CHAPTERS 12-42

B. AUTOMATIC SPRINKLER SYSTEMS:

UFC 3-600-01: 34-1.2.6 & 9-7.2

C. WORK IN EXISTING FACILITIES:

UFC 3-600-01: 34-1.2.2

CATEGORY LIST AFFECTED

RM NOS.

CATEGORY

TOTAL SQ.FT. (x)

TOTAL GROSS

AREA (y)

AFFECTED

PERCENT (X

DIVIDED BY Y)

NO WORK

REPAIR

RENOVATION

MODIFICATION

RECONSTRUCTION

SEE PLANS

N/A

SEE PLANS

SEE PLANS

32% < 50% THEREFORE NO TRIGGER FOR RECONSTRUCTION

MASS NOTIFICATION

THE EXISTING FIRE ALARM/MASS NOTIFICATION SYSTEM WILL BE

MODIFIED TO ACCOMMODATE ARCHITECTURAL CHANGES. CLEAR

STROBES MARKED "ALERT" WILL BE PROVIDED IN RENOVATED AREAS

AS REQUIRED BY CURRENT CODES. THE EXISTING DUAL STROBES WILL

REMAIN IN AREAS NOT MODIFIED BY THIS PROJECT. THE BUILDING

DOES NOT HAVE ANY EXISTING MNS TEXT SIGNS. EXISTING LOCS ARE

PROVIDED ON EACH FLOOR AND WILL REMAIN.

UFC 4-021-01

ECB 2018-17

ACCESSIBILITY REQUIREMENTS

ALL NEW WORK SHALL BE COMPLETELY ACCESSIBLE IN ACCORDANCE

WITH ABA.

ABA CHAPTERS 1-10

D. REPAIR CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.3

E. RENOVATION CATEGORY:

UFC 3-600-01: 34-1.2.2 & 1.4

F. MODIFICATION CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.5

G. RECONSTRUCTION CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.6

H. ADDITION CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.7

I. CHANGE IN USE CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.8

J. VACANT BLDG CATEGORY:

UFC 3-600-01:34-1.2.2 & 1.9

K. PHASED PROJECTS:

UFC 3-600-01:34-3

L. COOKING AREAS:

UFC 3-600-01:34-1.2.2 & 1.9

M. ELECTRONIC EQUIPMENT AREAS:

UFC 3-600-01:34-5

N. FIRE ALARM SYSTEM:

UFC 3-600-01:34-8

NOT APPLICABLE

THE EXIT ENCLOSURE FOR STAIR 2 WILL BE RENOVATED TO COMPLY

WITH NFPA 101. THERE ARE ALSO CERTAIN AREAS ON EACH FLOOR

THAT ARE NOT BEING RECONFIGURED THAT WILL RECEIVE NEW PAINT,

FLOORING, AND/OR CEILINGS. ALL NEW INTERIOR FINISHES WILL

COMPLY WITH NFPA 101 FOR NEW CONSTRUCTION.

IN THIS PHASE, MODIFICATIONS GENERALLY OCCUR ONLY IN LOWER

LEVEL, FIRST FLOOR, AND SECOND FLOOR. IN THIS PHASE,

MODIFICATIONS ON THE THIRD FLOOR ARE LIMITED TO THE EXPANSION

OF THE COMM. ROOM. DURING PHASE 1, MODIFICATIONS WERE LIMITED

TO THE FIRST FLOOR, CENTRAL WING (RECONFIGURED THE CHASE

NEAR STAIR 2), THIRD FLOOR, CENTRAL WING (RECONFIGURED THE

CHASE NEAR STAIR 2), AND THIRD FLOOR, WEST WING (RESTROOMS,

LAB, LAB, SERVER). REFER TO PLANS FOR LOCATIONS. ALL NEW WORK

SHALL COMPLY WITH UFC 3-600-01 AND NFPA 101 FOR NEW

CONSTRUCTION. THE AREA OF ARCHITECTURAL MODIFICATIONS DOES

NOT EXCEED 50% OF THE AREA OF ANY ONE FLOOR, INCLUDING PHASE

1 WORK.

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

THIS PROJECT IS PHASE 2. PHASE 1 CONSISTED LARGELY OF THE

REPLACEMENT OF THE BUILDING'S HVAC SYSTEMS. THE CHASE NEAR

STAIR 2, SOME LABS AND THE BATHROOMS ON THE THIRD FLOOR WERE

ALSO MODIFIED IN PHASE 1. THE ONLY MODIFICATIONS TO THE THIRD

FLOOR AS PART OF PHASE 2 IS THE EXPANSION OF THE

COMMUNICATIONS ROOM.. THE PROJECT WILL NOT EXCEED THE 50%

AREA THRESHOLD ON ANY FLOOR WHEN CONSIDERING BOTH PHASE 1

AND 2.

NOT APPLICABLE.

NOT APPLICABLE. NO ELECTRONIC EQUIPMENT AREAS IN THE SCOPE

OF WORK.

THE BUILDING IS PROVIDED WITH AN EXISTING FIRE ALARM/MASS

NOTIFICATION SYSTEM. THE EXISTING FIRE ALARM/MASS NOTIFICATION

SYSTEM WILL BE MODIFIED TO ACCOMMODATE ARCHITECTURAL

CHANGES.

LOWER LEVEL

4993 15624 32

CATEGORY LIST AFFECTED

RM NOS.

CATEGORY

TOTAL SQ.FT. (x)

TOTAL GROSS

AREA (y)

AFFECTED

PERCENT (X

DIVIDED BY Y)

NO WORK

REPAIR

RENOVATION

MODIFICATION

RECONSTRUCTION

SEE PLANS

N/A

SEE PLANS

SEE PLANS

38% < 50% THEREFORE NO TRIGGER FOR RECONSTRUCTION

1ST FLOOR

6255 16434 38

CATEGORY LIST AFFECTED

RM NOS.

CATEGORY

TOTAL SQ.FT. (x)

TOTAL GROSS

AREA (y)

AFFECTED

PERCENT (X

DIVIDED BY Y)

NO WORK

REPAIR

RENOVATION

MODIFICATION

RECONSTRUCTION

SEE PLANS

N/A

SEE PLANS

SEE PLANS

44% < 50% THEREFORE NO TRIGGER FOR RECONSTRUCTION

2ND FLOOR

6438 14658 44

CATEGORY LIST AFFECTED

RM NOS.

CATEGORY

TOTAL SQ.FT. (x)

TOTAL GROSS

AREA (y)

AFFECTED

PERCENT (X

DIVIDED BY Y)

NO WORK

REPAIR

RENOVATION

MODIFICATION

RECONSTRUCTION

SEE PLANS

N/A

SEE PLANS

SEE PLANS

11% < 50% THEREFORE NO TRIGGER FOR RECONSTRUCTION

3RD FLOOR

1551 14306 11

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

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F

EN

G

IN

EE

R

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D R

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N

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SU

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D B

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AN

SI

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C O

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TR

AC

T

N O

SO

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AT

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N N

O

N

3 5 7 9 11 13 15 17 19

L

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AR

K

D

ES

C R

IP

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2 4 6 8 10 12 14 16 18 20

P

M

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G-005

C O

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M

M

AR

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W R

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PA

TT

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F O

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F

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AL

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

W

2Q R

B0

7-

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

AW

N

B Y:

D

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B

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N N

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N

3 5 7 9 11 13 15 17 19

L

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A

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AR

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D

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C R

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2 4 6 8 10 12 14 16 18 20

P

M

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C Y

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L U

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E, K Y

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C

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F

IN

AL

C

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F

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AL

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

W

2Q R

B0

7-

A B C D

EQUIPMENT

STORAGE

2381 SF

LOADING

125 SF

ELEV 1

E001

137 SF

STAIR 1

S001

133 SF

CORRIDOR

C000

509 SF

CONFERENCE

ROOM

1131 SF

MECHANICAL

1009 SF

LAB

1336 SF

MECH

M003

124 SF

ELEV 2

E002

78 SF

ELEV EQ.

011A

78 SF

STORAGE

287 SF

OPEN YARD ELEC

018B

384 SF

ELECTRICAL

018A

238 SF

CORRIDOR

C001

536 SF

UNISEX LAV.

T042

118 SF

MECH

M002

42 SF

MECHANICAL

548 SF

CORRIDOR

C002

445 SF

ELEC

90 SF

HALL

H001

81 SF

TELECOM

38 SF

STAIR 2

S002

116 SF

CP=68'-1"

CP=68'-11"

TD=127'-0"

F M

C P

LIFE SAFETY LEGEND

CP= X'-X"

COMMON PATH OF TRAVEL

DE= X'-X"

DEAD END

TD= X'-X"

TRAVEL DISTANCE

FIRE EXTINGUISHER

(E DENOTES EXIST. TO REMAIN)

1-HR FIRE BARRIER

2-HR FIRE BARRIER

XX

XX

EGRESS WIDTH (INCHES)

EXIT CAPACITY (# OF OCCUPANTS)

KB

LAB

278 SF

HALL

H002

90 SF

ELEC

015A

58 SF

MECHANICAL

3046 SF

PIPE CLST

T042A

66 SF

OFFICE

130 SF

CP=61'-3"

L O

C

E

E

E

E

E

STAIR 1

STAIR 2

146 OCC.

146 OCC.

TOTAL EXIT

CAPACITY =

292 OCC.

OFFICE

120 SF

M

AX. D

IA

G

O

NAL =

66'-0

REQ'D EXIT SEPARATION = 55'-3"

ACTUAL EXIT SEPARATION = 106'-9"

# OF OCCUPANTS USING THAT EXIT

WORK ROOM

359 SF

OFFICE

361 SF

LAB

199 SF

JANITOR

23 SF

DE=16'-3"

D E

TD=74'-9"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

G-101

L O

W E

R L

E V

E L L

IF

E

S A

F E

T Y

P L A

N

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

U R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

Y

R D

V

R D

V

J M

B

S C

M

A Y

W Q

R B

W Q

R D

P

R E

A D

Y T

O A

D V

E R

T

IS

E

W P

A F

B B

L D

G R

E N

O V

A T

IO

N

P H

A S

E

P R

O J E

C T

Z

H T

V

SCALE: 1/8" = 1'-0"

LOWER LEVEL LIFE SAFETY PLAN

1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION

CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON

CONSTRUCTION DOCUMENTS.

GENERAL NOTES

R

E A

D Y

T O

A D

V E

R T

IS

E

/0

/2

1KEYNOTES

A 1-HOUR FIRE RATED ENCLOSURE IS PERMITTED FOR THE EXISTING STAIR 2

ENCLOSURE PER NFPA 101.

C

ER

TI

FI

ED

F

IN

AL

C

ER

TI

FI

ED

F

IN

AL

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

W

2Q R

B0

7-

A B C D

LAB

460 SF

LAB

464 SF

LAB

121A

269 SF

LAB

119A

260 SF

LAB

274 SF

HALL

H103

206 SF

LAB

185 SF

SECURE

CONFERENCE

ROOM

532 SF

OFFICE

355 SF

STORAGE

123A

184 SF

TLT-M

T142

207 SF

ELEV 1

E101

124 SF

OFFICE

118A

138 SF

STAIR 1

168 SF COMM

9 SF

OFFICE

102 SF

OFFICE

91 SF

OFFICE

147 SF

HALL

H101

149 SF

OFFICE

107 SF

OFFICE

116 SF

VEST

V100

71 SF

CORRIDOR

C101

663 SF

LAB

362 SF

LAB

1891 SF

CONFERENCE

469 SF CONTROL ROOM

491 SF

ELEV 2

E102

76 SF

FACILITIES

STORAGE

784 SF

STAIR

100D

114 SF

SIMULATOR

1808 SF

STORAGE

100B

159 SF

STAIR

100A

266 SF

OFFICE

112B

114 SF

OFFICE

112A

126 SF

OFFICE

125 SF VEST

V115

40 SF

CORRIDOR

C103

127 SF

STAIR 2

S102

122 SFSTORAGE

46 SF

JAN.

13 SF

OFFICE

61 SF

CORRIDOR

C102

592 SF

CP=98'-6"

TD=154'-7"

D E

CP=68'-1"

LIFE SAFETY LEGEND

CP= X'-X"

COMMON PATH OF TRAVEL

DE= X'-X"

DEAD END

TD= X'-X"

TRAVEL DISTANCE

FIRE EXTINGUISHER

(E DENOTES EXIST. TO REMAIN)

1-HR FIRE BARRIER

2-HR FIRE BARRIER

XX

XX

EGRESS WIDTH (INCHES)

EXIT CAPACITY (# OF OCCUPANTS)

D E

STORAGE

120A

83 SF

COMM

122A

80 SF

JANITOR

22 SF

LOC

E

E

E

VEST 100

VEST 115

340 OCC.

170 OCC.

TOTAL EXIT

CAPACITY =

656 OCC.

STAIR 1 146 OCC.

MAX. D

IAGONAL = 199'-6

REQ'D EXIT SEPARATION = 66'-6"

ACTUAL EXIT SEPARATION = 112'-11"

CP=91'-7"

# OF OCCUPANTS USING THAT EXIT

LAB

557 SF

OFFICE

114A

109 SF

TLT-W

T141

183 SF

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

G-110

F

IR

S T

F L O

O R

L

IF

E S

A F

E T

Y P

L A

N

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

U R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

Y

R D

V

R D

V

J M

B

S C

M

A Y

W Q

R B

W Q

R D

P

R E

A D

Y T

O A

D V

E R

T

IS

E

W P

A F

B B

L D

G R

E N

O V

A T

IO

N

P H

A S

E

P R

O J E

C T

Z

H T

V

SCALE: 1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION

CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON

CONSTRUCTION DOCUMENTS.

GENERAL NOTES

R

E A

D Y

T O

A D

V E

R T

IS

E

/0

/2

1KEYNOTES

A 1-HOUR FIRE RATED ENCLOSURE IS PERMITTED FOR THE EXISTING STAIR 2

ENCLOSURE PER NFPA 101.

C

ER

TI

FI

ED

F

IN

AL

C

ER

TI

FI

ED

F

IN

AL

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

W

2Q R

B0

7-

UP

A B C D

LAB

225A

441 SF

CUBICLES

274 SF

LAB

277 SF

HALL

H201

161 SF

LAB

224A

279 SF

STAIR 1

S201

168 SF

LAB

189 SF

COMM

227A

80 SF

LAB

525 SF

OFFICE

152 SF

OFFICE

124 SF

OFFICE

144 SF

OFFICE

138 SF

OFFICE

96 SF

MECH

139 SF

LAB

324 SF

COMM

T244

13 SF

CLST

63 SF

CORRIDOR

C202

686 SF

SIMULATOR

151 SF

SERVER

301 SF

ELEV 2

E202

76 SF

MECH

785 SF

CORRIDOR

C202

686 SF

STAIR 2

S202

123 SF

ELEV 1

E201

117 SF

D E=

'-7

D E=

'-6

CP=68'-1"

STAIR 1

STAIR 2

146 OCC.

146 OCC.

TOTAL EXIT

CAPACITY =

292 OCC.

CORRIDOR

C201

OFFICE

246 SF

LIFE SAFETY LEGEND

CP= X'-X"

COMMON PATH OF TRAVEL

DE= X'-X"

DEAD END

TD= X'-X"

TRAVEL DISTANCE

FIRE EXTINGUISHER

(E DENOTES EXIST. TO REMAIN)

1-HR FIRE BARRIER

2-HR FIRE BARRIER

XX

XX

EGRESS WIDTH (INCHES)

EXIT CAPACITY (# OF OCCUPANTS)

LAB

206 SF

LAB

210 SF

HALL

187 SF

LAB

441 SF

LAB

344 SF

LAB

771 SF

TLT-W

T241

250 SF

BREAK ROOM

256 SF

JANITOR

22 SF

MECHANICAL

559 SF

TLT-M

T242

113 SF

LOC

E

E

MAX. DIAGONAL = 199'-6"REQ'D EXIT SEPARATION = 66'-6"

ACTUAL EXIT SEPARATION = 103'-7"

C P=

-1

0"

CP=74'-0"

# OF OCCUPANTS USING THAT EXIT

CORRIDOR

C201

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

G-120

SE

C

O N

D F

LO

O

R L

IF

E

SA

FE

TY

P

LA

N

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

, O

H

LO

U

IS

VI

LL

E D

IS

TR

IC

T

D R

M

AR

TI

N

L U

TH

U

R K

IN

G

J R

P

LA

C E

LO

U

IS

VI

LL

E, K Y

R D

V

R D

V

JM

B

SC

M

AY

W

2Q R

B0

W

2Q R

D

P2

R

EA

D Y

TO

A

D

VE

R

TI

SEW

PA

FB

B

LD

G

. 3

R

EN

O

VA

TI

O

N P

H

AS

E

PR

O

JE

C

T #Z

H

TV

SCALE: 1/8" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION

CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON

CONSTRUCTION DOCUMENTS.

GENERAL NOTES

R

EA

D

Y

TO

A D

VE

R

TI

SE

/0

3/

21KEYNOTES

A 1-HOUR FIRE RATED ENCLOSURE IS PERMITTED FOR THE EXISTING STAIR 2

ENCLOSURE PER NFPA 101.

C

ER

TI

FI

ED

F

IN

AL

C

ER

TI

FI

ED

F

IN

AL

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

W

2Q R

B0

7-

UP

UP

A B C D

LAB

251 SF

LAB

500 SF

LAB

276 SF

LAB

289 SF

OFFICE

92 SF

LAB

100 SF

STAIR

S301

169 SF

ELEV 1

E301

117 SFSERVER

337A

129 SF

LAB

349 SF

CORRIDOR

C301

375 SF

OFFICE

141 SF

OFFICE

91 SF

OFFICE

133 SF

OFFICE

138 SF

OFFICE

137 SF

OFFICE

142 SF

CORRIDOR

C301

539 SF

TLT-W

T341

191 SF

TLT-M

T342

192 SF

LAB

337B

192 SF

ELEV 2

E302

76 SF

CONFERENCE

ROOM

247 SF

SIPIRNET

OFFICE

160 SF

BREAK ROOM

320F

151 SF

CORRIDOR

198 SF

OPEN WORK

AREA

702 SF

OFFICE

486 SF

UNOCCUPIED

374 SF

OFFICE

335 SF

OFFICE

320E

158 SF OFFICE

320D

118 SF

OFFICE

320C

116 SF

OFFICE

320B

113 SF

OFFICE

320A

110 SF

STAIR 2

S302

127 SFCLST

313A

32 SF

CLOSET

62 SF

CP=80'-9"

CP=94'-0"

D E=

'-5

STAIR 1

STAIR 2

146 OCC.

146 OCC.

TOTAL EXIT

CAPACITY =

292 OCC.

LIFE SAFETY LEGEND

CP= X'-X"

COMMON PATH OF TRAVEL

DE= X'-X"

DEAD END

TD= X'-X"

TRAVEL DISTANCE

FIRE EXTINGUISHER

(E DENOTES EXIST. TO REMAIN)

1-HR FIRE BARRIER

2-HR FIRE BARRIER

XX

XX

EGRESS WIDTH (INCHES)

EXIT CAPACITY (# OF OCCUPANTS)

OFFICE

132 SF

OFFICE

356 SF

OFFICE

183 SF

OFFICE

107 SF

SHARED

CONFERENCE

ROOM

440 SF

VEST.

320G

30 SF

OFFICE

79 SF

OFFICE

130 SF

CORRIDOR

C303

875 SF

LAB

870 SF

STORAGE

101 SF

OFFICE

348 SF

CP=64'-6"

STAIR S301 PROVIDES

ACCESS TO ROOF

LOC

E

E

E

MECH

423 SF

LOC

MAX. DIAGONAL = 210'-4"

REQ'D EXIT SEPARATION = 69'-4"

ACTUAL EXIT SEPARATION = 107'-2"

# OF OCCUPANTS USING THAT EXIT

HALL

227 SF

JANITOR

19 SF

CORRIDOR

369 SF

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

G-130

TH

IR

D F

LO

O

R L

IF

E

SA

FE

TY

P

LA

N

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

, O

H

LO

U

IS

VI

LL

E D

IS

TR

IC

T

D R

M

AR

TI

N

L U

TH

U

R K

IN

G

J R

P

LA

C E

LO

U

IS

VI

LL

E, K Y

R D

V

R D

V

JM

B

SC

M

AY

W

2Q R

B0

W

2Q R

D

P2

R

EA

D Y

TO

A

D

VE

R

TI

SEW

PA

FB

B

LD

G

. 3

R

EN

O

VA

TI

O

N P

H

AS

E

PR

O

JE

C

T #Z

H

TV

SCALE: 1/8" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION

CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON

CONSTRUCTION DOCUMENTS.

GENERAL…