W912QR21R0065_Plans_Vol2-0000.pdf
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- Solicitation number
- W912QR21R0065
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This solicitation is for the replacement of a high-temperature hot water line at Wright-Patterson Air Force Base in Ohio. The U.S. Army Corps of Engineers seeks to issue a request for proposal to repair and replace portions of an existing heating distribution line with new natural gas boilers and supporting infrastructure for 22 buildings. The project includes new gas-fired boilers, piping, valves, controls and equipment with connections to existing heating systems. It addresses approximately half of the facilities currently served by the line. The contract will be firm-fixed-price for seven hundred thirty calendar days following award. Eligible offerors must be registered in the System for Award Management database. Proposals will be evaluated on past performance, technical, small business participation and price factors. The construction value is estimated between $5-10 million with a target ceiling of $8 million.
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PROJECT TEAM
4454 Idea Center Blvd
Dayton, OH 45430
Fax: 937.461.0743 www.woolpert.com
WOOLPERT
Tel: 937.461.5660
10411 Meeting Street
Prospect, Kentucky 40059
Fax: 502.326.2691 www.cmta.com
CMTA
Tel: 502.326.3085
1441 King Avenue
Columbus, Ohio 43212
Fax: 614.481.8610 www.lawhon-assoc.com
LAWHON & ASSOCIATES, Inc.
Tel: 614.481.8600
ARCHITECTURE ENGINEERING GEOSPATIAL
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CONTRACT NO.:
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LOUISVILLE DISTRICT
JUNE 2021
WRIGHT-PATTERSON AIR FORCE BASE (WPAFB), OHIO
REPAIR STEAM & HTHW LINE D (PHASE II)
PROJECT NUMBER: ZHTV 120044
P2 NUMBER: 485741
KEY PLAN - AREA A
30017 30019
30021
30022
30023
30027 30028
30029
30138
30143 30029E
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
ARCHITECTURAL
JILL M. ELDER ARC.1917677
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
LIFE SAFETY/FIRE PROTECTION
JAMES D. MUSGROVE PE-2005001024
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
CIVIL
JAY BOLTZ PE.79552
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
PLUMBING
DOUGLAS S. THOMA E-68159
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
ELECTRICAL
PETER G. DIETERLEN 70741
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
MECHANICAL
DOUGLAS S. THOMA E-68159
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W912QR21R0065
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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DRAWING INDEX SHEET - PHASE II
SHEET NUMBER SHEET TITLE
ELECTRICAL
E-001 ELECTRICAL LEGENDS
E-101A FACILITY 30017 POWER PLAN
E-101B FACILITY 30019 POWER PLAN
E-101C FACILITY 30021 POWER PLAN
E-101D FACILITY 30022 POWER PLAN
E-101E FACILITY 30023 POWER PLAN
E-101F FACILITY 30027 POWER PLAN
E-101G FACILITY 30028 POWER PLAN
E-101H FACILITY 30029 POWER PLAN
E-101I FACILITY 30029E POWER PLAN
E-101N FACILITY 30138 POWER PLAN
E-101Q FACILITY 30143 POWER PLAN
ELECTRICAL
E-601B FACILITY 30019 ELECTRICAL SCHEDULES
E-601C FACILITY 30021 ELECTRICAL SCHEDULES
E-601D FACILITY 30022 ELECTRICAL SCHEDULES
E-601E FACILITY 30023 ELECTRICAL SCHEDULES
E-601F FACILITY 30027 ELECTRICAL SCHEDULES
E-601G FACILITY 30028 ELECTRICAL SCHEDULES
E-601H FACILITY 30029 ELECTRICAL SCHEDULES
E-601I FACILITY 30029E ELECTRICAL SCHEDULES
E-601N FACILITY 30138 ELECTRICAL SCHEDULES
E-601Q FACILITY 30143 ELECTRICAL SCHEDULES
DRAWING INDEX SHEET - PHASE II
SHEET NUMBER SHEET TITLE
FIRE PROTECTION
FA101A FACILITY 30017 FIRE ALARM PLAN
FA101B FACILITY 30019 FIRE ALARM PLAN
FA102B FACILITY 30019 FIRE ALARM PLAN
FA101C FACILITY 30021 FIRE ALARM PLAN
FA101D FACILITY 30022 OVERALL FIRE ALARM PLAN
FA102D FACILITY 30022 ENLARGED FIRE ALARM PLANS
FA101E FACILITY 30023 FIRE ALARM PLAN
FA101F FACILITY 30027 FIRE ALARM PLAN
FA101G FACILITY 30028 FIRE ALARM PLAN
FA101H FACILITY 30029 FIRE ALARM PLAN
FA101N FACILITY 30138 FIRE ALARM PLAN
FA101Q FACILITY 30143 FIRE ALARM PLAN
FIRE PROTECTION
FX101D FACILITY 30022 FIRE SUPPRESSION PLAN
FX102D FACILITY 30022 ENLARGED FIRE SUPPRESSION PLANS
FX101Q FACILITY 30143 FIRE SUPPRESSION PLAN
PLUMBING
P-001 PLUMBING LEGENDS
P-101A FACILITY 30017 - OVERALL PLUMBING PLAN
P-101B FACILITY 30019 - OVERALL PLUMBING PLAN
P-101C FACILITY 30021 - OVERALL PLUMBING PLAN
P-101D FACILITY 30022 - OVERALL PLUMBING PLAN
P-101E FACILITY 30023 - OVERALL PLUMBING PLAN
P-101F FACILITY 30027 - OVERALL PLUMBING PLAN
P-101G FACILITY 30028 - OVERALL PLUMBING PLAN
P-101H FACILITY 30029 - OVERALL PLUMBING PLAN
P-101N FACILITY 30138 - OVERALL PLUMBING PLAN
P-101Q FACILITY 30143 - OVERALL PLUMBING PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
MECHANICAL
M-001 MECHANICAL LEGENDS
M-002 MECHANICAL NOTES
MECHANICAL
MD101B FACILITY 30019 MECHANICAL DEMOLITION PLAN
MD101D FACILITY 30022 MECHANICAL DEMOLITION PLANS
MD101G FACILITY 30028 MECHANICAL DEMOLITION PLANS
MD101H FACILITY 30029 MECHANICAL DEMOLITION PLANS
MD101N FACILITY 30138 MECHANICAL DEMOLITION PLANS
MECHANICAL
M-101A FACILITY 30017 MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-101B FACILITY 30019 MECHANICAL NEW WORK PLAN
M-101C FACILITY 30021 MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-101D FACILITY 30022 MECHANICAL NEW WORK PLANS
M-102D FACILITY 30022 MECHANICAL NEW WORK PLAN
M-101E FACILITY 30023 MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-101F FACILITY 30027 MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-101G FACILITY 30028 MECHANICAL NEW WORK PLANS
M-101H FACILITY 30029 MECHANICAL NEW WORK PLANS
M-102H FACILITY 30029 MECHANICAL NEW WORK PLANS
M-101I FACILITY 30029E MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-101N FACILITY 30138 MECHANICAL NEW WORK PLANS
M-101Q FACILITY 30143 MECHANICAL DEMOLITION AND NEW
WORK PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-701 FACILITY 30022 PIPING SCHEMATIC
M-702 FACILITY 30143 PIPING SCHEMATIC
M-801 MECHANICAL CONTROL DIAGRAMS
M-802 MECHANICAL CONTROL DIAGRAMS
DRAWING INDEX SHEET - PHASE II
SHEET NUMBER SHEET TITLE
GENERAL
G-001 PHASE II COVER
G-002 PHASE II SHEET INDEX AND FACILITY AREAS
G-003 GENERAL NOTES
G-004 ABBREVIATIONS AND SYMBOLS
LIFE SAFETY
GI101A FACILITY 30017 LIFE SAFETY PLAN
GI101B FACILITY 30019 PART A LIFE SAFETY PLAN
GI102B FACILITY 30019 PART B LIFE SAFETY PLAN
GI103B FACILITY 30019 PART C LIFE SAFETY PLAN
GI101C FACILITY 30021 LIFE SAFETY PLAN
GI101D FACILITY 30022 OVERALL LIFE SAFETY PLAN
GI102D FACILITY 30022 ENLARGED LIFE SAFETY PLANS
GI101E FACILITY 30023 LIFE SAFETY PLAN
GI101F FACILITY 30027 LIFE SAFETY PLAN
GI101G FACILITY 30028 LIFE SAFETY PLAN
GI101H FACILITY 30029 LIFE SAFETY PLAN
GI101I FACILITY 30029E LIFE SAFETY PLAN
GI101N FACILITY 30138 LIFE SAFETY PLAN
GI101Q FACILITY 30143 LIFE SAFETY PLAN
HAZARDOUS
H-101A FACILITY 30017 FLOOR PLANS
H-101B FACILITY 30019 FLOOR PLANS
H-101D FACILITY 30022 FLOOR PLANS
H-101E FACILITY 30023 FLOOR PLANS
CIVIL
C-001 VICINITY MAP AND PROPOSED PHASING
C-002 PROP. HAUL ROUTE AND LAYDOWN AREA
C-101 NATURAL GASLINE PLAN VIEW
C-102 NATURAL GASLINE PLAN VIEW
C-103 NATURAL GASLINE PLAN VIEW
C-104 NATURAL GASLINE PLAN VIEW
C-201 GENERAL DETAILS
C-202 GENERAL DETAILS
C-206 LANE CLOSURE DETAILS
C-207 ROAD CLOSURE TYPE 3 BARRICADES
ARCHITECTURE
AD101D FACILITY 30022 PARTIAL DEMOLITION PLANS
AD101N FACILITY 30138 DEMOLITION FLOOR PLANS
ARCHITECTURE
A-101A FACILITY 30017 FLOOR PLANS & ROOF PLAN
A-101B FACILITY 30019 FLOOR PLANS
A-102B FACILITY 30019 ENLARGED PLANS
A-111B FACILITY 30019 PARTIAL REFLECTED CEILING PLAN
A-121B FACILITY 30019 ROOF PLAN
A-101C FACILITY 30021 FLOOR PLANS
A-121C FACILITY 30021 ROOF PLAN
A-101D FACILITY 30022 FLOOR PLAN
A-102D FACILITY 30022 ENLARGED FLOOR PLANS
A-111D FACILITY 30022 OVERALL REFLECTED CEILING PLAN
A-112D FACILITY 30022 ENLARGED REFLECTED CEILING PLANS
A-121D FACILITY 30022 ROOF PLAN
A-101E FACILITY 30023 FLOOR PLAN & ROOF PLAN
A-101F FACILITY 30027 FLOOR PLANS
A-121F FACILITY 30027 ROOF PLAN
A-101G FACILITY 30028 FLOOR PLANS
A-121G FACILITY 30028 ROOF PLAN
A-101H FACILITY 30029 FLOOR PLANS
A-111H FACILITY 30029 OVERALL REFLECTED CEILING PLAN
A-112H FACILITY 30029 ENLARGED REFLECTED CEILING PLANS
A-121H FACILITY 30029 ROOF PLAN
A-101I FACILITY 30029E FLOOR PLAN & ROOF PLAN
A-101N FACILITY 30138 FLOOR PLANS & ROOF PLAN
A-101Q FACILITY 30143 FLOOR PLANS
A-121Q FACILITY 30143 ROOF PLAN
A-501 ROOF DETAILS & MISC. DETAILS
A-601 PHASE II DOOR SCHEDULE & DETAILS
A-602 PHASE II PARTITION TYPES, FINISH SCHEDULE & CEILING
DETAILS
Facility Number Floor Area Number of Floors Mezzanine Overall Facility Area
30017 1638 SF 1 Yes 1919 SF
30019 11189 SF 1 No 11189 SF
30021 3853 SF 1 No 3853 SF
30022 76091 SF 1 Yes 76723 SF
30023 640 SF 1 No 640 SF
30027 23584 SF 1 No 23584 SF
30028 4968 SF 1 Yes 6257 SF
30029 37185 SF 1 No 37185 SF
30029E 288 SF 1 No 288 SF
30138 5749 SF 1 No 5749 SF
30143 58488 SF 1 No 58488 SF
FACILITY AREAS - PHASE II
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GENERAL NOTES
A. FIELD VERIFY INFORMATION, DIMENSIONS, ETC. PRIOR TO ORDERING OR
FABRICATING MATERIALS OR BEGINNING CONSTRUCTION.
B. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN
ORDERLY MANNER, FREE OF DUST AND DEBRIS, THROUGHOUT THE COURSE OF THE
WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT
THE PUBLIC AND CONTRACTING OFFICERS PERSONNEL DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE
OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
C. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN
COMPLIANCE WITH EM385-1-1 REQUIREMENTS OF AREAS WITHIN THE LIMITS OF
CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK.
D. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR
ADDITIONAL INFORMATION TO COORDINATE THE REQUIRED SCOPE OF WORK.
E. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE. THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY CONFLICTS IN
DIMENSIONING.
F. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION
DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE.
G. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY
FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED
FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND
FINISH.
H. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND
HAVE A MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2".
I. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF
FINISHED WALL TO OUTSIDE EDGE OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE
J. THE CONTRACTOR SHALL EXAMINE THE SITE AND PORTIONS THEREOF WHICH AFFECT
THE WORK AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, INCLUDING, BUT NOT
LIMITED TO: WALLS, FLOORS, MECHANICAL, PLUMBING, AND ELECTRICAL
CONSTRUCTION.
K. ANY NEW PENETRATIONS TO BE SEALED, INCLUDING ALL UNUSED WALL
PENETRATIONS. INSTALL FIRE CAULK AT ANY RATED WALL PENETRATIONS.
L. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING OPENINGS
THROUGH FIRE RATED WALLS NECESSARY OR CREATED FOR THE INSTALLATION OF
THEIR WORK. ANY EXISTING PENETRATIONS OR OPENINGS SHOULD ALSO BE
FIRESTOPPED TO MAINTAIN RATING OF WALL.
M. DOOR AND WINDOW SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES
AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE
ORDERING AND BEFORE CONSTRUCTION BEGINS.
N. CONTRACTOR TO MAINTAIN A TARPED CONSTRUCTION WASTE DUMPSTER IN
LOCATION SPECIFIED BY CONTRACTING OFFICER. ALSO PATH FROM WORKSPACE TO
SAID DUMPSTER MUST BE MAINTAINED AND CLEANED PER CONTRACTING OFFICER'S
SATISFACTION. AT NO TIME SHALL ANY CONSTRUCTION DEBRIS BE LEFT UNATTENDED
WHILE IN ROUTE FROM WORKSPACE TO DUMPSTER.
O. AT NO TIME SHALL CONSTRUCTION MATERIAL BE LEFT UNATTENDED WHILE IN ROUTE
TO WORKSPACE.
P. THE CONTRACTING OFFICER AND CONSTRUCTION MANAGER HAVE THE RIGHT TO
CONTROL THE LOCATION OF ALL CONTRACTOR'S SUPPLIES AND STORAGE
Q. SPECIAL CARE SHOULD BE TAKEN WHEN WORKING NEAR ELECTRIC, WATER, STEAM,
AND GAS SUPPLY LINES.
R. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE HEALTH AND
SAFETY OF THEIR EMPLOYEES.
S. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS REGARDING CONFINED
SPACE, SCAFFOLDING AND LIFTS INCLUDING ASSOCIATED PROGRAMS, PERMITS,
TRAINING AND TESTING PER OSHA AND EM-385-1-1, WHICHEVER IS MORE RESTRICTIVE.
T. THE 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, EM-385-1-1 AND ODH, WHICHEVER IS MORE
RESTRICTIVE.
U. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION
SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS (WPAFB).
V. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.
W. 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.
X. 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 AT 937-257-2455 OR BY EMAIL AT
CHRISTOPHER.TUMBUSCH@US.AF.MIL
Y. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE
WITH WPAFB SPECIFICATION SECTION 01 35 43.
Z. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS
CONTAINING ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.
AA. DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURAL COMPONENTS 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.
BB. 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 FIELD LIAISON, JASON BALDWIN, JASON.BALDWIN.17
@US.AF.MIL or 937-257-5531.
CC. LEAD BASED PAINT WASTE GENERATED FROM ABATEMENT ACTIVITIES SHALL BE
MANAGED AND DISPOSED AS HAZARDOUS WASTE IN ACCORDANCE WITH WPAFB
SPECIFICATION SECTION 01 35 43.
A. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH
EACH OTHER AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ANY ERRORS,
INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY
CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR
OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO USACE, THE CONTRACTOR
SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN
APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH
FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR
WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES
OR OMISSIONS DISCOVERED SHALL BE REPORTED TO USACE AT ONCE.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, GRINDING, SANDING, FILLING, FITTING
OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER
PROPERLY.
C. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR
PARTIALLY COMPLETED CONSTRUCTION BY CUTTING, PATCHING, EXCAVATING OR OTHERWISE
ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH
CONSTRUCTION BY OTHER CONTRACTORS OR BY THE CONTRACTING OFFICER'S OWN FORCES
EXCEPT WITH WRITTEN CONSENT OF USACE. CONTRACTING OFFICER, AND SUCH OTHER
CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY WITHHELD. THE CONTRACTOR
SHALL NOT UNREASONABLY WITHHOLD FROM THE OTHER CONTRACTORS OR USACE THE
CONTRACTOR'S CONSENT TO CUTTING OR OTHERWISE ALTERING THE WORK.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS, TO ANY EXISTING
MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF
DAMAGE DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR COMPLETE REPLACEMENT AS PER
THE DIRECTION OF THE CONTRACTING OFFICER.
E. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK AS REQUIRED. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR
NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF
DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, FURNISHINGS, MOVEMENT OF ADJACENT PAVEMENT/ WALKS/ CURBS/
STRUCTURES.
F. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, ELECTRICAL
COMPONENTS, CASEWORK, FURNISHINGS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION
DRAWINGS.
G. AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND
WALLS, METAL STUD PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS, ETC..
PARTITIONS AND WALLS SHALL BE SAW CUT WITH SMOOTH AND STRAIGHT EDGES AS REQUIRED FOR
NEW ADJACENT CONSTRUCTION.
H. AT ALL ELECTRICAL UTILITIES FOR PROPOSED DEMOLISHED; INCLUDING POWER LINES, LIGHTING AND COMMUNICATION LINES. REFER TO ELECTRICAL DEMOLITION DRAWINGS, SUCH AS TO PULL
EXISTING CIRCUIT BACK TO NEAREST HOT BOX OR TO THE MAIN PANEL BOARD.
J. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING
CONSTRUCTION ELEMENTS AND TRADES AFFECTED.
K. EACH CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS REQUIRED TO PERFORM THEIR PORTION OF WORK.
L. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE DISPOSED OF (REMOVED FROM)
OFF SITE IN A LEGAL MANNER AND PER THE REQUIRED CONTRACTOR'S CONSTRUCTION AND
DEMOLITION WASTE PLAN.
M. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION
WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS IN EXISTING WALLS, FLOORS, CEILINGS, AND PARTITIONS.
N. CONTRACTOR WILL TEST MATERIALS FOR HAZARDOUS MATERIALS AND PROVIDE ANY ABATEMENT PRIOR TO STARTING WORK. IF CONTRACTOR FINDS ANY ADDITIONAL MATERIALS THEY SUSPECT TO
CONTAIN HAZARDOUS MATERIALS, THEY ARE TO CEASE WORK AND NOTIFY THE CONTRACTING
OFFICER.
O. CONTRACTOR SHALL BUILD TEMPORARY BARRICADE BEFORE ANY DEMOLITION. THE ERECTION
AND REMOVAL OF BARRICADES SHALL OCCUR AT NIGHT.
P. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS AND FLOORS WHERE ELECTRICAL ITEMS HAVE BEEN REMOVED, UNLESS OTHERWISE NOTED. PATCH AND REPAIR LOCATIONS SHALL
BE TO THE SAME LEVEL AND FINISH OF ADJACENT EXISTING MATERIALS
Q. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OF ALL EXISTING UNUSED OR
VACANT ELECTRICAL CONDUIT, GAS PIPING, LIMITED AREA SPRINKLER PIPING, WATER PIPING, AND
DUCTWORK.
R. FIELD VERIFY ALL DIMENSIONS.
S. PROVIDE LABOR AND MATERIAL TO CONTROL AND CONTAIN CONSTRUCTION DEBRIS.
T. PROVIDE LABOR AND MATERIAL TO REMOVE ALL CONSTRUCTION DEBRIS FROM SITE.
U. REMOVE AND RELOCATE ALL EXISTING EQUIPMENT TO CONTRACTING OFFICER SPECIFIED
LOCATIONS PRIOR TO ANY DEMOLITION.
V. DEMO AND REMOVE EXISTING WALLS FROM FLOOR TO DECK IN SPECIFIED LOCATIONS, TO
INCLUDE DOORS AND FRAMES WHERE APPLICABLE.
W. DEMO AND REMOVE EXISTING FLOORING AND WALL BASE IN ALL RENOVATED SPACES IN
INDICATED AREAS.
X. THE GOVERNMENT/OWNER SHALL BE PROVIDED THE OPPORTUNITY TO SALVAGE ANY BUILDING
SYSTEMS OR EQUIPMENT FROM THE PROJECT AREAS PRIOR TO DEMOLITION.
Y. IF ASBESTOS IS SUSPECTED IN ANY EXISTING MATERIALS, IT MUST BE TESTED AND REMOVED IN
ACCORDANCE WITH WPAFB SPECIFICATIONS AND BY A LICENSED ASBESTOS
INSPECTOR/CONTRACTOR.
Z. ANY PENETRATIONS CREATED THROUGHOUT THIS PROJECT SHALL BE SEALED. SEAL ALL UNUSED
PENETRATIONS. SEAL ALL PENETRATIONS OF EXTERIOR WALLS..
AA. EXISTING CLEAN OUTS, FLOOR DRAINS, TRENCH DRAINS, AND THRU WALL LOUVERS TO REMAIN
UNLESS OTHERWISE NOTED.
BB. PATCH ALL AREAS WHERE EQUIPMENT OR CONCRETE CURB HAS BEEN REMOVED AND
CONCRETE IS DAMAGED.
CC. CONTRACTOR TO NOTIFY CONTRACTING OFFICER TWO WEEKS IN ADVANCE OF CONTROLS TO BE
DEMOLISHED FOR SALVAGE OR REUSE BY GOVERNMENT.
DD. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY REVIEW THE HAZMAT REPORT AND H SERIES
DRAWINGS AND CROSS REFERENCE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF
HAZARDOUS MATERIALS FOR NEW PENETRATIONS, DEMOLITION, AND PATCHING WHERE HAZARDOUS
MATERIALS OCCUR OR ARE ASSUMED TO BE PRESENT.
GENERAL DEMOLITION NOTES
DD. 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 35 43. 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 35 43 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 TONNAGE 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
REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION
CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR DAVID.DALTON.2
@US.AF.MIL.
EE. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88
CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 FOR
RECYCLING.
FF. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH
WPAFB SPECIFICATION SECTION 01 35 43.
GG. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE
WITH WPAFB SPECIFICATION SECTION 01 35 43.
HH. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR 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, NICKEL, 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
PARAMETERS. 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.
II. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION
TYPE SMOKE DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER
RADIOACTIVE COMMODITY AND/OR RADIOACTIVE CONTAMINANT THROUGH THE
INSTALLATION RADIATION SAFETY OFFICER, 88 OMRS/SGXB.
JJ. PROJECT IS WITHIN THE HUFFMAN RETARDING BASIN (HRB). PRIOR TO PLACING ANY
FILL MATERIAL (TOPSOIL, CONCRETE, PAVEMENT, GRAVEL OR OTHER MATERIAL), WITHIN
THE PROJECT SITE THE MIAMI CONSERVANCY DISTRICT SHALL BE CONSULTED TO
DETERMINE IF A STORAGE COMPENSATION AGREEMENT (SCA) IS REQUIRED. THE
CONTRACTOR SHALL MAINTAIN DOCUMENTATION FOR THE VOLUME AND TYPE FILL
MATERIAL IMPORTED TO THE PROJECT SITE AND THE VOLUME AND TYPE OF FILL
MATERIAL REMOVED FROM THE PROJECT SITE TO COMPLETE SCA RECORD KEEPING
REQUIREMENTS. ALL FILL MATERIAL REMOVED FROM THE SITE MUST BE REMOVED FROM
THE HRB UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE WPAFB NATURAL
RESOURCE PM. CONTACT DARRYN WARNER, NATURAL RESOURCE PM AT
DARRYN.WARNER@US.AF.MIL or 937-257-4857.
KK. FOR ANY UNTESTED BUILDING COMPONENTS SUSPECTED TO CONTAIN ASBESTOS
AND LOCATED IN AREAS IMPACTED BY THE WORK, NOTIFY THE CONTRACTING OFFICER
(CO) WHO WILL HAVE THE OPTION OF ORDERING BULK SAMPLES TO BE OBTAINED AT
THE CONTRACTOR'S EXPENSE AND DELIVERED TO A LABORATORY ACCREDITED UNDER
THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST) "NATIONAL
VOLUNTARY LABORATORY ACCREDITATION PROGRAM (NVLAP)" AND ANALYZED BY PLM.
IF THE ASBESTOS CONTENT IS LESS THAN 10 PERCENT, AS DETERMINED BY A METHOD
OTHER THAN POINT COUNTING, THE ASBESTOS CONTENT SHALL BE VERIFIED BY POINT
COUNTING. ANY ADDITIONAL COMPONENTS IDENTIFIED AS ACM THAT HAVE BEEN
APPROVED BY THE CO FOR REMOVAL SHALL BE REMOVED AND WILL BE PAID FOR BY AN
EQUITABLE ADJUSTMENT TO THE CONTRACT PRICE UNDER THE CONTRACT CLAUSE
TITLE "CHANGES". SAMPLING SHALL BE CONDUCTED BY PERSONNEL WHO HAVE
SUCCESSFULLY COMPLETED THE EPA MODEL ACCREDITATION PLAN (MAP) "BUILDING
INSPECTOR" TRAINING COURSE AND IS EPA / STATE CERTIFIED / LICENSED AS A
"BUILDING INSPECTOR".
LL. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S
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.
MM. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY REVIEW THE HAZMAT REPORT
AND H SERIES DRAWINGS AND CROSS REFERENCE WITH THE ARCHITECTURAL
DRAWINGS FOR LOCATIONS OF HAZARDOUS MATERIALS FOR NEW PENETRATIONS,
DEMOLITION, AND PATCHING WHERE HAZARDOUS MATERIALS OCCUR OR ARE ASSUMED
TO BE PRESENT.
NN. WHERE CAULK IS REMOVED (AS REQUIRED BY NEW, DEMOLITION, OR PATCH WORK)
THAT HAS ASBESTOS CONTAINING MATERIALS, REPLACE WITH NEW CAULK.
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
Roddy Snapshot
DRAWING ABBREVIATIONS
LEGEND
CONCRETE/ PRECAST
CONCRETE
SOIL
SAND, EIFS FINISH COAT,
OR CEMENT PLASTER
BRICK
CMU
STONE
FIBERGLASS SEMI RIGID
INSULATION
FIBERGLASS BATT
INSULATION
MINERAL WOOL SEMI
RIGID INSULATION
EXPANDED
POLYSTYRENE RIGID
INSULATION
EXTRUDED
POLYSTYRENE RIGID
INSULATION
POLYISOCYANURATE
RIGID INSULATION
GYPSUM BOARD
EXTERIOR GYPSUM
SHEATHING
EXTERIOR CEMENT
BOARD
COATED GLASS MAT
WATER RESISTANT
GYP BD
PLYWOOD
COVER BOARD
MATERIALS
ANNOTATION CALLOUTS/DRAWING SYMBOLS
CEILING SYMBOLS
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD (INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
1i
GRID / COLUMN
LINE
DESIGNATOR
EQUIPMENT NUMBER
DOOR NUMBER
1i
WALL TYPE
WINDOW TYPE
Room name
101 ROOM NAME/NUMBER
REVISION TAG
PLAN NORTH
NORTH ARROW w/
TRUE NORTH
INDICATION
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FV FIELD VERIFY
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED CONTRACTOR
INSTALLED
GFGI GOVERNMENT FURNISHED GOVERNMENT
INSTALLED
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOMRECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SC SEALED CONCRETE
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
TYP TYPICAL
2' x 2' ACT CEILING
4' x 4' ACT CEILING
GYP. BD. CEILING
1' x 1' ACT CEILING
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
Name
Elevation
FLOOR LEVEL & NAME
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
# SHEET KEYNOTE
INTERIOR ELEVATION
A-101
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
A101
A101
SIM
A101
1 Ref
R e f
1Ref
R e f
DOOR CONVENTION
EXISTING
NEW
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US Army Corps of
Engineers ®
A N
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CERTIFIED FINAL - JUNE 2021
M A
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D E
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N D
A T
E A
P P
R
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
Roddy Snapshot
APPLICABLE CODES AND STANDARDS
• UFC 1-200-01, DoD BUILDING CODE (08 OCTOBER 2019)
• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS
(CHANGE 1, 20 MARCH 2019)
• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES
(CHANGE 5, 24 SEPTEMBER 2020)
• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2021)
• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS (2019)
• NFPA 70, NATIONAL ELECTRIC 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 (2021)
• NFPA 101, LIFE SAFETY CODE (2018)
• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER
OPENING PROTECTIVES (2019)
• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC
PROJECT CLASSIFICATION PER UFC 3-600-01
CATEGORY OF WORK: RENOVATION
PROJECT TYPE: MAJOR PROJECT
LIFE SAFETY SHEET NOTES
1. NO FIRE RESISITANCE RATING OR SMOKE RATING
REQUIREMENTS BETWEEN THE GAS FIRED UNIT HEATERS AND
PROJECT AREA.
LIFE SAFETY SUMMARY
EXISTING BUILDING OCCUPANCY:
STORAGE WITH ORDINARY HAZARD STORAGE CONTENT (PREDOMINANT
OCCUPANCY)
EXISTING BUSINESS (INCIDENTAL OCCUPANCY)
PROJECT AREA OCCUPANCY: STORAGE WITH ORDINARY HAZARD STORAGE
CONTENT
SPRINKLER PROTECTED: NO
FIRE ALARM SYSTEM: YES
MASS NOTIFICATION SYSTEM: NO
TRAVEL DISTANCE: REQUIRED 400 FT (MAX); PROVIDED 58 FT.
COMMON PATH OF TRAVEL: REQUIRED 50 FT. (MAX); PROVIDED: N/A
DEAD END CORRIDOR: REQUIRED 50 FT (MAX); PROVIDED 27 FT.
MINIMUM EGRESS WIDTH: 32 INCHES
PROVIDED EGRESS: 34 INCHES
DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON
INTERIOR WALL FINISH: A, B, OR C
INTERIOR FLOOR FINISH: I OR II
LIFE SAFETY LEGEND
XXX EXIT IDENTIFIER
TRAVEL DISTANCE (TD)
EXIT
DEAD END (DE) CORRIDOR
PROJECT AREA
(NO HATCHING)
OUTSIDE OF
PROJECT AREA
EXIT
YY
EXIT
EEE
27'
DE
58'
TD
OFFICE
RESTROOM
BREAK RM
OFFICE
GEN. STO.
A R
C H
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E
C T
U R
E E
N G
IN
E
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IN
G
G E
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P A
T
IA
L
SHEET KEYNOTES:
1 2 3 4 5
D R
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N B
Y
D E
S
IG
N E
D B
Y
S U
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B
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S
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US Army Corps of Engineers ®
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CERTIFIED FINAL - JUNE 2021
30017
EGRESS ARRANGEMENT FIRST FLOOR
MARK DISTANCE FROM ROOM TO EXIT
DE 27' GEN. STO. 101 GEN. STO. 101
TD 58' GEN. STO. 101 EXIT EEE
EXIT SUMMARY - FIRST FLOOR
EXIT
IDENTIFIER
DOOR
CLEAR
WIDTH
(IN)
DOOR
CAPACITY
FACTOR
(IN/PERSON)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
(IN)
STAIR
CAPACITY
FACTOR
(IN/PERSONS)
STAIR
CAPACITY
(PERSONS)
LIMITING
CAPACITY
(PERSONS)
ACTUAL
USE
(PERSONS)
EEE 34 0.2 170 N/A N/A N/A 170 2
YY 34 0.2 170 N/A N/A N/A 170 1
TOTAL 3
OCCUPANT LOAD - FIRST FLOOR
ROOM NO. ROOM NAME OCCUPANCY USE
AREA
(APPROX.)
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
101 GEN. STO. STORAGE AND UTILITY SPACES 1039 SF 500 3
TOTAL 3
SCALE : 1/8" = 1'-0"A1 FACILITY 30017 - LIFE SAFETY PLAN
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION HERE IS
LOCATED ON CONSTRUCTION DOCUMENTS KEY PLAN - AREA A
30017
PLAN NORTH
4'0 8' 16'
909 PROVIDE EMERGENCY LIGHTING. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
R
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction schwarz Jim Musgrove_Initals schwarz
LIFE SAFETY SUMMARY
EXISTING BUILDING OCCUPANCY:
STORAGE WITH ORDINARY HAZARD STORAGE CONTENTS
(PREDOMINANT OCCUPANCY)
EXISTING BUSINESS (INCIDENTAL OCCUPANCY)
PROJECT AREA OCCUPANCY: STORAGE WITH ORDINARY HAZARD
STORAGE CONTENTS
SPRINKLER PROTECTED: NO
FIRE ALARM SYSTEM: NO
MASS NOTIFICATION SYSTEM: NO
TRAVEL DISTANCE: REQUIRED 400 FT. (MAX); 76 FT PROVIDED.
COMMON PATH OF TRAVEL: REQUIRED 50 FT. (MAX); PROVIDED: N/A
DEAD END CORRIDOR: REQUIRED 50 FT; PROVIDED: N/A
MINIMUM EGRESS WIDTH: 32 INCHES
PROVIDED EGRESS: 34 INCHES
DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON
INTERIOR WALL FINISH: A, B, OR C
INTERIOR FLOOR FINISH: I OR II
APPLICABLE CODES AND STANDARDS
• UFC 1-200-01, DoD BUILDING CODE (08 OCTOBER 2019)
• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS
(CHANGE 1, 20 MARCH 2019)
• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES
(CHANGE 5, 24 SEPTEMBER 2020)
• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2021)
• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS (2019)
• NFPA 70, NATIONAL ELECTRIC CODE (2020)
• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019)
• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING
PROTECTIVES (2019)
• NFPA 101, LIFE SAFETY CODE (2018)
• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER
OPENING PROTECTIVES (2019)
• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC
PROJECT CLASSIFICATION PER UFC 3-600-01
CATEGORY OF WORK:
GARAGE BAYS 13, 16, 17, 19, 21, 22, 25, 28, 32: RENOVATION
MECHANICAL ROOMS 05A AND 06A: MODIFICATION
PROJECT TYPE:
GARAGE BAYS 13, 16, 17, 19, 21, 22, 25, 28, 32: MAJOR PROJECT
MECHANICAL ROOMS 05A AND 06A: NOT A MAJOR PROJECT
LIFE SAFETY SHEET NOTES
1. NO FIRE RESISTANCE OR SMOKE RATING REQUIREMENTS
BETWEEN THE GAS FIRED UNIT HEATERS AND PROJECT AREA.
2. ONE-HOUR FIRE BARRIER PROVIDED FOR MECHANICAL ROOM 17A
AND MECHANICAL ROOM 18A.
LIFE SAFETY LEGEND
1-HOUR FIRE BARRIER
• 45-MIN RATED DOORS
• DOORS REQURIED TO BE SELF-CLOSING
AND POSITIVE LATCHING
• FIRE DAMPERS NOT REQUIRED FOR
DUCTED SYSTEMS
• 1-HOUR RATED FIRESTOPPING FOR
PENETRATIONS PER UL LISTED METHOD
XXX EXIT IDENTIFIER
TRAVEL DISTANCE (TD)
EXIT
PROJECT AREA
(NO HATCHING)
OUTSIDE OF
PROJECT AREA
MATCH LINE A
76'
TD
EXIT
VV
EXIT
AAA
906 908
GARAGE BAY
GARAGE BAY
GARAGE BAY
GARAGE BAY
57'
TD
EXIT
IDENTIFIER
DOOR
CLEAR WIDTH
(IN)
DOOR CAPACITY
FACTOR
(IN/PERSON)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
(IN)
STAIR CAPACITY
FACTOR
(IN/PERSON)
STAIR
CAPACITY
(PERSONS)
LIMITING
CAPACITY
(PERSONS)
ACTUAL
USE
(PERSONS)
EXIT SUMMARY - FIRST FLOOR - A
TOTAL 6
34 0.2 170 N/A N/A 4AAA
VV 34 170 N/AN/A
N/A
N/A
170 20.2
A R
C H
IT
E
C T
U R
E E
N G
IN
E
E R
IN
G
G E
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P A
T
IA
L
SHEET KEYNOTES:
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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B
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S
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US Army Corps of Engineers ®
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CERTIFIED FINAL - JUNE 2021
30019
EGRESS ARRANGEMENT FIRST FLOOR - A
MARK DISTANCE FROM ROOM TO EXIT
TD 57' GARAGE BAY 32 EXIT VV
TD 76' GARAGE BAY 28 EXIT AAA
OCCUPANT LOAD - FIRST FLOOR - A
ROOM NO. ROOM NAME OCCUPANCY USE
AREA
(APPROX.)
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
28 GARAGE BAY STORAGE AND UTILITY SPACES 1809 SF 500 4
32 GARAGE BAY STORAGE AND UTILITY SPACES 959 SF 500 2
TOTAL 6
PLAN NORTH
0 8' 16' 32'
SCALE : 1/8" = 1'-0"A1 FACILITY 30019 - PART A - LIFE SAFETY PLAN
KEY PLAN - AREA A
30019
906 PROVIDE COMBINATION EXIT SIGN/EMERGENCY LIGHT. REFER
TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
908 PROVIDE EXIT SIGN. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
909 PROVIDE EMERGENCY LIGHTING. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
912 THIS AREA IS CONSIDERED PART OF THE PROJECT AREA ONLY
AS SUPPORT FOR THE WORK OCCURING WHERE MECHANICAL
EQUIPMENT IS BEING PROVIDED AT OTHER LOCATIONS IN THE
BUILDING. EVALUATIONS OF LIFE SAFETY, FIRE ALARM AND OR
FIRE SUPPRESSION SYSTEMS ARE NOT BEING PROVIDED
UNDER THIS SCOPE OF WORK.
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION HERE IS LOCATED ON
CONSTRUCTION DOCUMENTS
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
R
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction schwarz Jim Musgrove_Initals
MATCH LINE A
MATCH LINE B
EXIT
TTT
GARAGE BAY
GARAGE BAY
GARAGE BAY
GARAGE BAY
GARAGE BAY
GARAGE BAY
47'
TD
GARAGE BAY
LIFE SAFETY LEGEND
1-HOUR FIRE BARRIER
• 45-MIN RATED DOORS
• DOORS REQURIED TO BE SELF-CLOSING
AND POSITIVE LATCHING
• FIRE DAMPERS NOT REQUIRED FOR
DUCTED SYSTEMS
• 1-HOUR RATED FIRESTOPPING FOR
PENETRATIONS PER UL LISTED METHOD
XXX EXIT IDENTIFIER
TRAVEL DISTANCE (TD)
EXIT
PROJECT AREA
(NO HATCHING)
OUTSIDE OF
PROJECT AREA
EXIT
IDENTIFIER
DOOR
CLEAR WIDTH
(IN)
DOOR CAPACITY
FACTOR
(IN/PERSON)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
(IN)
STAIR CAPACITY
FACTOR
(IN/PERSON)
STAIR
CAPACITY
(PERSONS)
LIMITING
CAPACITY
(PERSONS)
ACTUAL
USE
(PERSONS)
EXIT SUMMARY - FIRST FLOOR - B
TOTAL 2
34 0.2 170 N/A N/A 2TTT N/A 170
A R
C H
IT
E
C T
U R
E E
N G
IN
E
E R
IN
G
G E
O S
P A
T
IA
L
SHEET KEYNOTES:
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
B
Y
S
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N N
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C O
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N G
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K E
D B
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US Army Corps of Engineers ®
A N
S I '
D
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F
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B E
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LOIUSVILLE DISTRICT
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L A
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CERTIFIED FINAL - JUNE 2021
30019
SCALE : 1/8" = 1'-0"A1 FACILITY 30019 - PART B - LIFE SAFETY PLAN
OCCUPANT LOAD - FIRST FLOOR - B
ROOM NO. ROOM NAME OCCUPANCY USE
AREA
(APPROX.)
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
16 GARAGE BAY STORAGE AND UTILITY SPACES 830 SF 500 2
19 GARAGE BAY STORAGE AND UTILITY SPACES 876 SF 500 2
21 GARAGE BAY STORAGE AND UTILITY SPACES 410 SF 500 1
22 GARAGE BAY STORAGE AND UTILITY SPACES 265 SF 500 1
25 GARAGE BAY STORAGE AND UTILITY SPACES 540 SF 500 2
TOTAL 8
PLAN NORTH
4'0 8' 16' KEY PLAN - AREA A
30019
EGRESS ARRANGEMENT FIRST FLOOR - B
MARK DISTANCE FROM ROOM TO EXIT
TD 47' GARAGE BAY 19 EXIT TTT
901 EXISTING EGRESS ARRANGEMENT TO REMAIN. WORK
PERFORMED IN THE PROJECT AREA DOES NOT MAKE THE
BUILDING LESS CODE CONFORMING THAN IT WAS BEFORE THE
WORK IN THIS PROJECT SCOPE IS PERFORMED.
906 PROVIDE COMBINATION EXIT SIGN/EMERGENCY LIGHT. REFER
TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
907 PROVIDE WALL BRACKET MOUNTED FIRE EXTINGUISHER.
912 THIS AREA IS CONSIDERED PART OF THE PROJECT AREA ONLY
AS SUPPORT FOR THE WORK OCCURING WHERE MECHANICAL
EQUIPMENT IS BEING PROVIDED AT OTHER LOCATIONS IN THE
BUILDING. EVALUATIONS OF LIFE SAFETY, FIRE ALARM AND OR
FIRE SUPPRESSION SYSTEMS ARE NOT BEING PROVIDED
UNDER THIS SCOPE OF WORK.
NOTE: OCCUPANT LOAD TOTAL FROM OCCUPANT LOAD TABLE AND ACTUAL USE TOTAL FROM EXIT SUMMARY TABLE DO NOT MATCH DUE TO NO EXIT DOOR PROVIDE FOR GARAGE BAY 17, 21, 22 AND 25.
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION HERE IS LOCATED ON
CONSTRUCTION DOCUMENTS
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction schwarz Jim Musgrove_Initals
LIFE SAFETY LEGEND
1-HOUR FIRE BARRIER
• 45-MIN RATED DOORS
• DOORS REQURIED TO BE SELF-CLOSING
AND POSITIVE LATCHING
• FIRE DAMPERS NOT REQUIRED FOR
DUCTED SYSTEMS
• 1-HOUR RATED FIRESTOPPING FOR
PENETRATIONS PER UL LISTED METHOD
XXX EXIT IDENTIFIER
TRAVEL DISTANCE (TD)
EXIT
PROJECT AREA
(NO HATCHING)
OUTSIDE OF
PROJECT AREA
MATCH LINE B
EXIT
ZZZ
EXIT
GGGG
46'
TD
48'
TD 906
GARAGE BAY
GARAGE BAY
OFFICE
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OFFICE
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05A
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912 912
EXIT
IDENTIFIER
DOOR
CLEAR WIDTH
(IN)
DOOR CAPACITY
FACTOR
(IN/PERSON)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
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STAIR CAPACITY
FACTOR
(IN/PERSON)
STAIR
CAPACITY
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LIMITING
CAPACITY
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ACTUAL
USE
(PERSONS)
EXIT SUMMARY - FIRST FLOOR - C
TOTAL 2
34 0.2 170 N/A N/A 1GGGG
ZZZ 34 170 N/AN/A
N/A
N/A
170 10.2
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CERTIFIED FINAL - JUNE 2021
30019
SCALE : 1/8" = 1'-0"A1 FACILITY 30019 - PART C - LIFE SAFETY PLAN
OCCUPANT LOAD - FIRST FLOOR - C
ROOM NO. ROOM NAME OCCUPANCY USE
AREA
(APPROX.)
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
05A MECH RM STORAGE AND UTILITY SPACES 42 SF 500 1
06A MECH RM STORAGE AND UTILITY SPACES 25 SF 500 1
TOTAL 2
PLAN NORTH
0 8' 16' 32'
EGRESS ARRANGEMENT FIRST FLOOR - C
MARK DISTANCE FROM ROOM TO EXIT
TD 46' MECH RM 06A EXIT ZZZ
TD 48' MECH RM 05A EXIT GGGG
901 EXISTING EGRESS ARRANGEMENT TO REMAIN. WORK
PERFORMED IN THE PROJECT AREA DOES NOT MAKE THE
BUILDING LESS CODE CONFORMING THAN IT WAS BEFORE THE
WORK IN THIS PROJECT SCOPE IS PERFORMED.
906 PROVIDE COMBINATION EXIT SIGN/EMERGENCY LIGHT. REFER
TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
907 PROVIDE WALL BRACKET MOUNTED FIRE EXTINGUISHER.
912 THIS AREA IS CONSIDERED PART OF THE PROJECT AREA ONLY
AS SUPPORT FOR THE WORK OCCURING WHERE MECHANICAL
EQUIPMENT IS BEING PROVIDED AT OTHER LOCATIONS IN THE
BUILDING. EVALUATIONS OF LIFE SAFETY, FIRE ALARM AND OR
FIRE SUPPRESSION SYSTEMS ARE NOT BEING PROVIDED
UNDER THIS SCOPE OF WORK.
NOTE: OCCUPANT LOAD TOTAL FROM OCCUPANT LOAD TABLE AND ACTUAL USE TOTAL FROM
EXIT SUMMARY TABLE DO NOT MATCH DUE TO NO EXIT DOOR PROVIDE FOR GARAGE BAY 13.
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION HERE IS
LOCATED ON CONSTRUCTION DOCUMENTS
KEY PLAN - AREA A
30019
M A
R K
D E
S C
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IP
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N D
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2Q R
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-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction schwarz Jim Musgrove_Initals
EXISTING BUSINESS (PREDOMINANT OCCUPANCY)
STORAGE WITH ORDINARY HAZARD CONTENTS (INCIDENTAL
OCCUPANCY)
PROJECT AREA OCCUPANCY: EXISTING BUSINESS AND STORAGE
SPRINKLER PROTECTED: NO
FIRE ALARM SYSTEM: YES
MASS NOTIFICATION SYSTEM: NO
TRAVEL DISTANCE:
BUSINESS (GROUP B):
250 FT (MAX)
COMMON PATH OF TRAVEL: N/A
DEAD END CORRIDOR: N/A
STORAGE (GROUP S-1):
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