Atch 10_Drawings_24x36_MUHJ 23-4038 Convert Old Steam Plant Facility 655.pdf

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MUHJ 23-4038

REPAIR OLD STEAM PLANT,

ACC/DSF, FACILITY 655

JOINT BASE LANGLEY-EUSTIS

HAMPTON, VIRGINIA

ARCHITECTURAL

DILLS ARCHITECTS, PC

1432 N. GREAT NECK RD. SUITE 204

VIRGINIA BEACH, VA. 23454

757-496-4926

DESIGN TEAM

CIVIL

HOGGARD/EURE ASSOCIATES, PC

901 PORTCENTRE PARKWAY SUITE 5

PORTSMOUTH, VA. 23704

757-484-9670

STRUCTURAL

NRW ENGINEERING, PC

748 LORD DUNMORE DR, #101

VIRGINIA BEACH, VA. 23464

757-474-0612

PLUMBING, MECHANICAL, ELECTRICAL

JP HARVEY ENGINEERING SOLUTIONS

29 N. KINGS WAY

HAMPTON, VA. 23669

757-722-7074

LIFE SAFETY, FIRE PROTECTION

FISHER ENGINEERING, INC.

317 OFFICE SQUARE LANE, SUITE 101A

VIRGINIA BEACH, VA. 23462

757-276-1272

LANGLEY AFB, LOCATION MAP

LANDSCAPE

WPL

242 MUSTANG TRAIL, SUITE 8

VIRGINIA BEACH, VA. 23452

757-431-1041

NOT TO SCALE

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SHEET SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-100 CODE SUMMARY

G-101 LIFE SAFETY FLOOR PLANS

HAZMAT

HM-101 HAZARDOUS MATERIALS - LEGEND AND NOTES

HM-102 HAZARDOUS MATERIALS - FLOOR PLANS

HM-103 HAZARDOUS MATERIALS - FLOOR PLANS

CIVIL

C-001 LEGEND, ABBREVIATIONS AND NOTES

C-101 TOPOGRAPHIC SURVEY

C-102 SITE DEMOLITION PLAN

C-103 SITE LAYOUT PLAN

C-104 SITE UTILITY PLAN

C-105 SITE GRADING PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

LANDSCAPE

L-101 PLANTING PLAN

L-501 PLANTING NOTES, SCHEDULES AND DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES & ABBREVIATIONS

B-001 BORING LOCATION AND BORING LOGS

B-002 BORING LOGS

SD101 EXISTING FOUNDATION DEMOLITION PLAN

S-101 FOUNDATION PLAN

S-102 HELICAL PILE LOCATION PLAN

S-103 ELEVATED SECOND FLOOR FRAMING AND LOW ROOF FRAMING PLAN

S-104 HIGH ROOF FRAMING PLAN

S-301 SECTIONS

S-302 SECTIONS

S-303 SECTIONS

S-304 SECTIONS

S-305 SECTIONS

S-306 SECTIONS

S-307 SECTIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES AND SYMBOLS

A-002 PARTITION TYPES

AD101 FLOOR PLANS - DEMOLITION

AD102 ROOF PLAN - DEMOLITION

AD111 REFLECTED CEILING PLANS - DEMOLITION

AD201 BUILDING ELEVATIONS - DEMOLITION

A-101 FLOOR PLANS

A-111 REFLECTED CEILING PLANS

A-121 ROOF PLAN

A-201 COLOR EXTERIOR ELEVATIONS

A-202 3D VIEWS

A-203 EXTERIOR ELEVATIONS

I N D E X O F D R A W I N G S

SHEET SHEET TITLE

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-305 WALL SECTIONS

A-306 WALL SECTIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-402 ENLARGED TOILET PLANS AND ELEVATIONS

A-403 ENLARGED STAIR PLANS, SECTIONS & DETAILS

A-404 ENLARGED STAIR SECTIONS & DETAILS

A-501 WALL SECTION DETAILS

A-502 WALL SECTION DETAILS

A-503 PLAN AND COLUMN DETAILS

A-504 PLAN AND COLUMN DETAILS

A-505 PRECAST DETAILS

A-510 ROOF DETAILS

A-515 CASEWORK SECTIONS

A-601 DOOR ELEVATIONS, DETAILS, AND SCHEDULE

A-602 STOREFRONT, WINDOW ELEVATIONS AND DETAILS

A-603 WINDOW DETAILS

A-604 WINDOW DETAILS

A-701 FINISH SCHEDULE, PLANS AND DETAILS

FIRE PROTECTION

FX101 FIRE PROTECTION FLOOR PLANS

FX501 DETAILS - FIRE PROTECTION

FA101 FIRE ALARM FLOOR PLANS

FA501 DETAILS - FIRE ALARM

PLUMBING

P-001 PLUMBING LEGEND, ABBREVIATIONS AND NOTES

PD101 DEMOLITION FLOOR PLANS - PLUMBING

P-101 PLUMBING FLOOR PLANS - SANITARY

P-102 PLUMBING FLOOR PLANS - DOMESTIC WATER

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

MD101 FIRST AND SECOND FLOOR PLAN - DEMOLTION

MD102 ROOF PLAN AND THIRD FLOOR PLAN - DEMOLITION

M-101 CONSTRUCTION FLOOR PLANS - MECHANICAL

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS, GENERAL & DEMOLITION NOTES

ES101 SITE PLAN - ELECTRICAL

ES102 SITE PLAN - TELECOM

ED101 DEMOLITION FLOOR PLANS

EL101 NEW WORK FLOOR PLAN-LIGHTING

EL501 LIGHTING DETAILS

EL502 LIGHTING FIXTURE SCHEDULE AND DETAILS

EP101 CONSTRUCTION FLOOR PLANS - POWER

EP102 POWER RISER DIAGRAM & SHEDULES

EP501 ELECTRICAL DETAILS

TELECOM

TN101 FIRST FLOOR PLAN TELECOMMUNICATIONS

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CODE SUMMARY:

DESIGN CRITERIA AND REFERENCES

• UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, DOD BUILDING CODE, 01 SEPTEMBER 2022, CHANGE 1

(FEBRUARY 2023)

• UNIFIED FACILITIES CRITERIA (UFC) 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR

FACILITIES, 8 AUGUST 2016, CHANGE 6 (MAY 2021)

• UNIFIED FACILITIES CRITERIA (UFC): 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS, 12 DECEMBER 2018, CHANGE 2 (JULY 2022)

• UNIFIED FACILITIES CRITERIA (UFC): 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9

APRIL 2008, CHANGE 1 (JANUARY 2010), AS MODIFIED BY ECB-2018-17 (REV. 2)

• INTERNATIONAL BUILDING CODE® (IBC), 2024, FOR CONSTRUCTION TYPE AND FIRE RESISTANCE

RATING, OCCUPANCY SEPARATION, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS AND

BUILDING SEPARATION DISTANCE REQUIREMENTS, EXCEPT AS MODIFIED BY UFC 3-600-01

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1, FIRE CODE, 2024

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 10, STANDARD FOR PORTABLE FIRE

EXTINGUISHERS, 2022

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS, 2022

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE®, 2023

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, NATIONAL FIRE ALARM AND SIGNALING

CODE®, 2022

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, STANDARD FOR THE INSTALLATION OF AIR-

CONDITIONING AND VENTILATING SYSTEMS, 2024

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE®, 2024, FOR

SEPARATION FROM HAZARDS, BUILDING EGRESS, AND LIFE SAFETY AND APPLICABLE CRITERIA IN

UFC 3-600-01

• ABA STANDARDS AND THE SPECIAL PROVISIONS OF THE DOD DEPUTY SECRETARY OF DEFENSE

MEMORANDUM, SUBJECT: ACCESS FOR PEOPLE WITH DISABILITIES, OCTOBER 31, 2008

OCCUPANCY CLASSIFICATION (IBC SECTIONS 304 & 311):

NON-SEPARATED MIXED USE:

BUSINESS, GROUP B

LOW HAZARD STORAGE, GROUP S-2

OCCUPANCY CLASSIFICATION (NFPA SECTIONS 6.1.11 & 6.1.13):

BUSINESS

ORDINARY HAZARD STORAGE

CONSTRUCTION TYPE (IBC TABLE 601):

EXISTING, MOST CLOSELY RESEMBLES TYPE VB

RENOVATED BUILDING WILL BE CONSTRUCTED AS TYPE IIB AFTER ALL MODIFICATIONS

ALLOWABLE HEIGHT (IBC TABLES 504.3 AND 504.4):

BASE ALLOWABLE HEIGHT (BUSINESS): 75 FEET (4 STORIES)

PROVIDED: 26 FEET (2 STORIES)

ALLOWABLE FLOOR AREA (IBC TABLE 506.2):

BASE ALLOWABLE AREA,B: 69,000 SF

PROVIDED PER FLOOR: APPROXIMATELY 3,487 SF

TOTAL: 4,745 SF

OCCUPANCY SEPARATION (IBC TABLE 508.3.3)

NO OCCUPANCY SEPARATIONS REQUIRED

SEPARATION FROM HAZARDS

CORRIDORS NFPA 101 (SECTIONS 38.3.6.1(3) & 42.3.6)

REQUIRED: NONE

CONVIENCE OPENINGS NFPA 101 (SECTION 8.6.9.1)

REQUIRED: NONE

MECHANICAL ROOM (HAZARDOUS AREA) NFPA 101 (SECTION 8.7.1.2)

REQUIRED: SMOKE PARTITION

TWO-STORY OPENING NFPA 101 (SECTIONS 8.6.5 & 8.6.8)

THE TWO-STORY OPENING AROUND THE STAIRS USED AS A MEANS OF EGRESS FROM THE

SECOND FLOOR IS PERMITTED TO BE OPEN ON ONE FLOOR AND ENCLOSED ON THE OTHER PER

NFPA 101, SECTION 8.6.8. THE ENCLOSURE MUST BE CONSTRUCTED WITH 1-HOUR FIRE BARRIERS IN ACCORDANCE WITH NFPA 101, SECTION 8.6.5 (2). 1-HOUR FIRE BARRIER WALLS MUST BE

SUPPORTED BY 1-HOUR FIRE RATED CONSTRUCTION IN ACCORDANCE WITH IBC 704

FIRE RESISTANCE REQUIREMENTS (IBC TABLES 601 & 705.5)

EXTERIOR BEARING WALLS:

REQUIRED: NONE (> 30 FT. SEPARATION)

PROVIDED: NONE

INTERIOR BEARING WALLS:

REQUIRED: NONE

PROVIDED: NONE

STRUCTURAL FRAME:

REQUIRED: NONE

PROVIDED: NONE

FLOORS AND FLOOR/CEILINGS:

REQUIRED: NONE

PROVIDED: NONE

ROOF AND ROOF/CEILING:

REQUIRED: NONE

PROVIDED: NONE

OCCUPANT LOAD (NFPA 101, TABLE 7.3.1.2, AND UFC 3-600-01, TABLE 10-1)

BUSINESS USE (UNCONCENTRATED): 1 PERSON PER 150 GROSS SF

BUSINESS USE (CONCENTRATED): 1 PERSON PER 50 GROSS SF

STORAGE AND MECHANICAL USE: 1 PERSON PER 500 GROSS SF

ASSEMBLY USE (LESS CONCENTRATED): 1 PERSON PER 15 NET SF

LOCKER ROOMS 1 PERSON PER 50 GROSS SF

TOTAL FIRST FLOOR OCCUPANTS 54 PERSONS

TOTAL SECOND FLOOR OCCUPANTS 3 PERSONS

ELECTRICAL ROOM (ATTACHED) 1 PERSON

TOTAL OCCUPANT LOAD PER BUILDING 58 PERSONS

EGRESS CAPACITY (NFPA 101, SECTIONS 38.2.3, 42.2.3, 7.2, AND 7.3)

MINIMUM CORRIDOR WIDTH: 44 INCHES

DOORS: 0.2 INCHES/PERSON

MINIMUM DOOR WIDTH: 32 INCHES

STAIRS: 0.3 INCHES/PERSON

MINIMUM STAIR WIDTH: 44 INCHES (50 OCCUPANTS OR MORE)

36 INCHES (LESS THAN 50 OCCUPANTS)

WHERE ANY REQUIRED EGRESS CAPACITY FROM THE SECOND FLOOR PASSES THROUGH THE ROOM BELOW, THAT REQUIRED CAPACITY MUST BE ADDED TO THE REQUIRED EGRESS CAPACITY OF THE ROOM IN WHICH IT IS

LOCATED.

COMMON PATH OF TRAVEL (NFPA 101, SECTION 38.2.5.2.1 - MOST RESTRICTIVE)

BUSINESS:

MAXIMUM PERMITTED: 100 FEET

PROVIDED: 95 FEET

DEAD END CORRIDORS (NFPA 101, SECTION 38.2.5.3.1 - MOST RESTRICTIVE)

BUSINESS:

MAXIMUM PERMITTED: 50 FEET

PROVIDED: 9 FEET

TRAVEL DISTANCE (NFPA 101, SECTION 38.2.6.3 - MOST RESTRICTIVE)

BUSINESS:

MAXIMUM PERMITTED: 300 FEET

PROVIDED: 95 FEET

DISCHARGE FROM EXITS (NFPA 101, SECTIONS 38.2.7, 42.2.7 AND 7.7)

ALL EXITS WILL CONNECT TO AN EXIT DISCHARGE PATH THAT WILL TERMINATE AT A PUBLIC WAY.

INTERIOR FINISHES (NFPA 101, SECTION 38.3.3 AND 42.3.3 - MOST RESTRICTIVE)

SPECIFIC WALL AND FLOOR FINISHES WILL BE SHOWN ON THE INTERIOR FINISH SCHEDULE.

EXIT ENCLOSURES: CLASS A OR B

EXIT ACCESS CORRIDORS: CLASS A OR B

ROOMS AND ENCLOSED SPACES: CLASS A, B OR C

FLOOR FINISH: CLASS I OR II

NUMBER OF EXITS (NFPA 101, SECTIONS 38.2.4, 42.4.1 AND 7.4.1.1)

REQUIRED : 2, EXCEPT WHERE SINGLE EXIT PROVISIONS OF NFPA SECTION 38.2.4

AND 42.2.3.1 ARE MET

PROVIDED: 4 FOR FIRST FLOOR, 1 FOR SECOND FLOOR (NFPA SECTION 38.2.4.6

AND 42.4.1)

THE FIRST FLOOR IS PROVIDED WITH FOUR EXITS. THE SECOND FLOOR IS PROVIDED WITH ONE MEANS OF EGRESS VIA A PARTIALLY ENCLOSED EGRESS STAIR. A SINGLE MEANS OF EGRESS IS PERMITTED FROM THE SECOND STORY OF A FULLY SPRINKLERED BUILDING WHERE THE TRAVEL DISTANCE TO THE EXTERIOR OF THE BUILDING DOES NOT EXCEED 100 FT IN ACCORDANCE WITH NFPA 101, §38.2.4.6 & §42.2.4(2). THE EGRESS STAIR IS REQUIRED TO BE PROTECTED ON ONE FLOOR WITH 1-HOUR FIRE BARRIERS IN ACCORDANCE WITH NFPA §

42.3.1, §8.6.8, AND §8.6.5(2).

PORTABLE FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA 10. FIRE EXTINGUISHER CABINETS AND BRACKETS MUST BE PROVIDED PER NFPA 101 IN ACCORDANCE WITH NFPA 10. PROVIDE FIRE EXTINGUISHER BRACKETS, IN LIEU OF CABINETS, ON CMU WALLS WHERE THE CMU IS EXPOSED AND IN UNFINISHED SPACES. PROVIDE FIRE EXTINGUISHER CABINETS ON ALL OTHER WALL TYPES IN FINISHED SPACES. FIRE EXTINGUISHER CABINETS MUST BE SEMI-RECESSED.

EMERGENCY LIGHTING

ALL MEANS OF EGRESS, INCLUDING EXIT ACCESS CORRIDORS AND EXIT DISCHARGE WILL BE

PROVIDED WITH EMERGENCY LIGHTING VIA BATTERY BACKUP. EMERGENCY LIGHTING

WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE.

EMERGENCY LIGHTING WILL BE IN ACCORDANCE WITH NFPA 101.

MARKING OF MEANS OF EGRESS

EXIT SIGNS SHALL BE LED TYPE WITH BATTERY BACKUP AND SHALL BE PROVIDED AT ALL EXITS.

EXIT SIGNS SHALL ALSO BE PROVIDED WHEREVER THE LOCATION OF THE EXIT IS NOT READILY APPARENT. ALL MARKING OF EXITS WILL BE IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE

PROVIDED WITH RED LETTERING.

ILLUMINATION OF MEANS OF EGRESS

ILLUMINATION OF MEANS OF EGRESS SHALL BE CONTINUOUS DURING THE TIME THAT THE CONDITIONS OF OCCUPANCY REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE FOR USE. IF LIGHTING CONTROL DEVICES ARE UTILIZED THE DEVICES MUST BE TIED TO THE FIRE ALARM SYSTEM SUCH THAT UPON A FIRE ALARM

ACTIVATION THE LIGHTS TURN ON TO 100% BRIGHTNESS (NFPA 101 SECTION 7.8).

FIRE SPRINKLERS

FACILITY 655 IS NOT CURRENTLY PROVIDED WITH SPRINKLER PROTECTION. AS PART OF THIS PROJECT, A NEW AUTOMATIC WET PIPE SPRINKLER SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH THE 2022 EDITION OF NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. A NEW REMOTE FIRE DEPARTMENT CONNECTION WILL BE INSTALLED FREESTANDING PLAN NORTH FROM THE

FIRE RISER.

IN AREAS CLASSIFIED AS LIGHT HAZARD SUCH AS OFFICE SPACES, CORRIDORS, RESTROOMS, AND CONFERENCE ROOMS, THE OVERHEAD SPRINKLER SYSTEM WILL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.10 GALLONS PER MINUTE PER SQUARE FOOT OVER THE HYDRAULICALLY MOST REMOTE 1,500 SQUARE FEET OF FLOOR AREA. SPRINKLERS IN THESE AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS REQUIRE HIGHER TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. PENDENT, CHROME FINISH, RECESSED, K-5.6 (MINIMUM) SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS; AND UPRIGHT, ROUGH BRASS, K-5.6 (MINIMUM) SPRINKLERS WILL BE PROVIDED IN AREAS WITHOUT FINISHED CEILINGS. THE MAXIMUM PROTECTION AREA PER SPRINKLER WILL BE 225 SQUARE FEET WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT THE FIRE HYDRANT CLOSEST TO THE BUILDING, WILL BE

INCLUDED IN THE SYSTEM DESIGN.

IN AREAS CLASSIFIED AS ORDINARY HAZARD SUCH AS JANITORS’ CLOSETS, STORAGE, TELECOMMUNICATION ROOMS, ELECTRICAL ROOMS, AND MECHANICAL ROOMS, THE OVERHEAD SPRINKLER SYSTEM WILL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.20 GALLONS PER MINUTE PER SQUARE FOOT OVER THE HYDRAULICALLY MOST REMOTE 2,500 SQUARE FEET OF FLOOR AREA. SPRINKLERS IN THESE AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS REQUIRE HIGHER TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. PENDENT, CHROME FINISH, RECESSED, K-8.0 (MINIMUM) SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS AND UPRIGHT, ROUGH BRASS, K-8.0 (MINIMUM) SPRINKLERS WILL BE PROVIDED IN AREAS WITHOUT FINISHED CEILINGS. THE MAXIMUM PROTECTION AREA PER SPRINKLER WILL BE 130 SQUARE FEET, WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT THE FIRE HYDRANT

CLOSEST TO THE BUILDING, WILL BE INCLUDED IN THE SYSTEM DESIGN.

FIRE ALARM SYSTEM

A NEW INTELLIGENT, ANALOG-ADDRESSABLE, COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL BE PROVIDED. THE FIRE ALARM AND THE MASS NOTIFICATION CONTROL UNIT (FMCU) WILL BE LOCATED IN A NORMALLY OCCUPIED AND CONDITIONED AREA AS SHOWN ON THE DESIGN DRAWINGS. INITIATING DEVICES WILL CONSIST OF SPOT-TYPE SMOKE DETECTION LOCATED ABOVE ANY CONTROL UNITS, CARBON MONOXIDE DETECTORS IN AREAS WITH FUEL-FIRED EQUIPMENT, SEMI-FLUSH MANUAL PULL STATIONS, AND SPRINKLER WATERFLOW / TAMPER SWITCHES. SPRINKLER SYSTEM TAMPER SWITCHES WILL BE MONITORED AS SUPERVISORY CONDITIONS BY THE FIRE ALARM SYSTEM. TRANSMISSION OF FIRE ALARM SIGNALS WILL BE ACCOMPLISHED VIA A NEW MONACO

RADIO TRANSCEIVER COMPATIBLE WITH THE BTX-M RECEIVING EQUIPMENT PRESENT ON BASE.

CARBON MONOXIDE DETECTION WILL BE PROVIDED IN THE VICINITY OF ANY FUEL BURNING BOILERS OR OTHER HVAC EQUIPMENT.

CARBON MONOXIDE DETECTION WILL BE PROVIDED WITHIN EACH MECHANICAL ROOM EQUIPPED WITH FUEL BURNING APPLIANCES AND AT THE FIRST SUPPLY DIFFUSER LOCATED DOWNSTREAM OF THE FUEL BURNING EQUIPMENT. THE CARBON MONOXIDE DETECTORS MUST BE POWERED BY THE FIRE ALARM PANEL (I.E. 24 VDC). ACTIVATION OF A CARBON MONOXIDE DETECTOR WILL INITIATE A TEMPORAL 4 NOTIFICATION FOLLOWED BY THE CARBON MONOXIDE SPECIFIC MESSAGE THROUGHOUT THE BUILDING FIRE

ALARM AND MASS NOTIFICATION SPEAKER/STROBE APPLIANCES.

THE FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL UTILIZE A SINGLE SET OF NOTIFICATION APPLIANCES. COMBINATION CLEAR LENS STROBES/SPEAKERS WILL BE PROVIDED AND LABELED “ALERT” IN ACCORDANCE WITH NFPA 72 AND UFC 4-021-01 (AS MODIFIED BY ECB 2018-17). THE MASS NOTIFICATION SYSTEM WILL BE DESIGNED IN ACCORDANCE WITH UFC 04-021-01, INCLUDING LIVE VOICE MESSAGING AND PLAYBACK OF PRERECORDED MESSAGES. WEATHERPROOF EXTERIOR SPEAKERS WILL BE PROVIDED AT EXTERIOR GATHERING LOCATIONS, BALCONIES, AND ENTRANCES TO THE BUILDING. AN INTERFACE WITH THE FIRE ALARM SYSTEM WILL BE PROVIDED TO OVERRIDE THE FIRE ALARM VOICE MESSAGES DURING BROADCAST OF MASS NOTIFICATION MESSAGES. LOCAL OPERATOR CONSOLES (LOC) WILL BE PROVIDED THROUGHOUT THE FACILITY SO THAT OCCUPANTS DO NOT NEED TO TRAVEL MORE THAN 200 FT HORIZONTALLY OR TRAVEL TO OTHER FLOORS TO ACCESS A LOC. THE LOC MICROPHONE AND PRE-RECORDED BUTTONS WILL BE ACCESSIBLE AND WILL NOT BE INSTALLED BEHIND A LOCKED PANEL. HVAC SHUTDOWN WILL BE PROVIDED WITH A BUTTON

ADJACENT TO THE LOC.

LED TEXT SIGNS WILL BE PROVIDED AT PRIMARY EXITS TO THE EXTERIOR AND ALONG PRIMARY EVACUATION ROUTES, MAXIMIZING VISIBILITY TO BUILDING OCCUPANTS. THE DESIGN OF LED TEXT DISPLAY WILL BE SUCH THAT IT CANNOT BE READ WHEN NOT ILLUMINATED. LED TEXT SIGNS WILL BE THE FIXED, NON-SCROLLING TYPE. WHERE LED TEXT DISPLAY CONTROL/INTERFACE PANEL IS NECESSARY, THE PANEL WILL BE LOCATED ADJACENT TO THE FMCU. ALL NEW SLC, IDC AND NAC WIRING WILL BE CLASS B. ALL FIRE ALARM AND MASS NOTIFICATION WIRING WILL BE IN RED CONDUIT IN UNFINISHED AREAS. FIRE ALARM CONDUIT WILL MATCH ADJACENT SURFACES IN FINISHED AREAS. SURGE PROTECTION DEVICES WILL BE PROVIDED FOR EACH CONTROL PANEL AND AUXILIARY PANEL, AS WELL AS WHERE FIRE ALARM CIRCUITS ENTER OR EXIT THE BUILDING.

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G-100

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K P

DN

CONCENTRATED BUSINESS (50 GSF/PERSON)

OCCUPANCY LEGEND

STORAGE / MECHANICAL (500 GSF/PERSON)

ASSEMBLY (15 NSF/PERSON)

UNCONCENTRATED BUSINESS (150 GSF/PERSON)

FEC

COMMON PATH: 25'

CONVENIENCE OPENING PER NFPA

101 SECTION 8.6.9.1

TRAVEL DISTANCE TO EXTERIOR

(FROM SECOND FLOOR): 95'

TRAVEL DISTANCE: 67' STORAGE

ELEC

STAIR

VEST

CONFERENCE

OPEN

OFFICE

SHOWER

MENWOMEN

CORR

JAN

BREAK

ROOM

DEAD END: 9'

PARTIAL ENCLOSURE IN

ACCORDANCE WITH NFPA 101,

SECTION 8.6.8

SECOND FLOOR 1-HOUR FIRE BARRIER MUST

BE SUPPORTED BY 1-HOUR FIRE RATED FLOOR

AND STRUCTURE (INCLUDING BEAMS,

COLUMNS, AND BAR JOISTS). SEE SHEET S-103.

PAINT EGRESS PATH FROM STAIR

ON FLOOR. MARK "FIRE EGRESS

LANE - KEEP CLEAR AT ALL TIMES"

OPEN

TO

BELOW

TR

AVEL

DIS

TA

NCE T

O

E

XTE

RIO

R: 9

5'

SECOND FLOOR MEETS SINGLE

EXIT PROVISION (NFPA 101,

PARAGRAPHS 38.2.4.6 & 42.2.4)

FLOOR MUST BE SMOKE BARRIER IN ACCORDANCE WITH NFPA 101, 8.6.1

STORAGE

STAIR

MECH

CONVENIENCE OPENING PER NFPA

101 SECTION 8.6.9.1

PARTIAL ENCLOSURE IN

ACCORDANCE WITH NFPA 101,

SECTION 8.6.8

XX = # OF OCCUPANTS USING COMPONENT

YY = EXIT COMPONENT CAPACITY

EXIT SIGN

FIRE EXTINGUISHER CABINET

WITH CLASS 2A:10B:C FIRE EXTINGUISHER

XX

YY

FEC

LIFE SAFETY LEGEND

PORTABLE FIRE EXTINGUISHER BRACKET

WITH CLASS 2A:10B:C FIRE EXTINGUISHER

1-HOUR FIRE BARRIER

SMOKE PARTITION

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MUHJ 23-4038

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G-101

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3/16" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

0' 4' 8' 12' 3/16" = 1'-0"

GRAPHIC SCALE(S)

3/16" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR EXTENT OF DEMOLIION AND FOR COORDINATION WITH ARCHITECTURAL

DEMOLITION.

PLUMBING, MECHANICAL, AND ELECTRICAL WORK RELATED TO DEMOLITION MUST

COMPLY WITH ALL APPLICABLE CODES.

COORDINATE EXTENT OF DEMOLITION WITH NEW WORK.

REMOVE COMPLETELY MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED

FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE

PREPARED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION AND FINISHES.

WHERE EXISTING MATERIALS ARE TO BE REPLACED, (WALLS, ROOFING, INSULATION,

FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED, AND

EXPOSED SURFACES SHALL BE REPAIRED AS RECOMMENDED BY MANUFACTURERS

PRIOR TO INSTALLATION OF NEW MATERIALS.

PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT,

GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL INSTRUCTURE,

MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

CONTRACTOR SHALL PATCH, REPAIR, OR REPLACE DAMAGED FIRE-PROOFING. THIS

SHALL INCLUDE DAMAGE AND DEFICIENCIES CAUSED BY PREVIOUS WORK AND

DAMAGE CAUSED BY THE DEMOLITION OR NEW WORK OF THIS PROJECT. CONTRACTOR

SHALL USE PRODUCTS MATCHING THE EXISTING FIRE-PROTECTION IN PROPERTIES,

THICKNESS, FIRE RATING, AND APPLICATION.

REMOVE PARITIONS AS SHOWN.

REMOVE DOORS AND DOOR FRAMES AS SHOWN.

REMOVE PORTIONS OF EXISTING WALLS FOR NEW DOORS. COORDINATE WITH NEW

CONSTRUCTION DRAWINGS. PATCH AND REPAIR WALLS TO RECEIVE NEW FINISHES.

COORDINATE WITH FINISH PLANS AND SCHEDULES.

CONTRACTOR MUST VERIFY ALL CONDITIONS AND DIMENSIONS WHICH AFFECT THE

WORK OF THIS CONTRACT, PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DIMENSIONS, ELEVATIONS, AND SEQUENCES OF THE PROJECT.

THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR THE PROPER

EXECUTION, FABRICATION, AND ERECTION OF ALL NEW WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BUILDING IN A

WATER TIGHT CONDITION AT ALL TIMES. ANY AND ALL DAMAGE CAUSED BY THE WORK

OF THIS CONTRACT SHALL BE CORRECTED OR REPLACED ENTIRELY, AT NO COST TO

THE OWNER.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY

SAFEGUARDS TO MAINTAIN ALL PARTS OF THE PROJECT UNDER THIS CONTRACT IN A

SAFE CONDITION AT ALL TIMES DURING THE CONSTRUCTION AND TO PROTECT FROM

DAMAGE THOSE AREAS OF THE EXISTING BUILDINGS WHICH ARE TO REMAIN.

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MUHJ 23-4038

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A

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/D S

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P

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/2

0/

10/11/24

100% SUBMITTAL

/2

0/

1:

HM-101

De si gn er

Au th or Ch ec ke r

BUILDING 655

TABLE 1 - IDENTIFIED ASBESTOS CONTAINING MATERIALS TABLE 3 - LEAD IN PAINT SAMPLING RESULTS

TABLE 2 - IDENTIFIED MATERIALS CONTAINING ASBESTOS <1%

MATERIALS CONTAINING ASBESTOS <1% MUST BE TREATED AS

ASEBESTOS CONTAINING MATERIALS UNTIL POINT COUNT ANALYSIS

BY A STATE CERTIFIED ASBESTOS INSPECTOR DETERMINES

OTHERWISE

ADDITIONAL COMMENTS

COMPOSITE BUILDING DEBRIS SHOULD BE SAMPLED, ANALYZED AND

CHARACTERIZED FOR APPROPRIATE DISPOSAL.

ANIMAL FECES WAS OBSERVED THROUGHOUT THE BUILDING

INTERIOR, WORK INSIDE THE BUILDING REQUIRES APPROPRIATE PPE

FOR POTENTIAL BIOLOGICAL HAZARDS.

APPROPRIATE DUST CONTROL MEASURES ARE TO BE DEPLOYED

DURING DEMOLITION WITHIN THE BUILDING.

H A

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IA

L

S

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G E

N D

A N

D N

O T

E S

UP

AD-201

AD-201 3

AD-201

AD-2012

2.52

2.52

2.53

2.31

2.33 2.33 2.33

2.31

2.43

2.54

2.54

2.20

2.31 2.31

2.20

13'-8 1/4" ±

'-0

28'-3" ±

'-8

3'-7" ± 1'-4 1/2" ±

DN

AD-201

AD-201 3

AD-201

AD-2012

2.43

2.42

2.40

2.30

2.32

2.20

2.54

2.54

2.52 2.31 2.31 2.36

2.53 2.21

12'-3" ±

'-1

3/ 4"

2.52 2.52

7'-3 7/8" ±

'-4

3/ 8"

7'-6 1/2" ±

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR EXTENT OF DEMOLIION AND FOR COORDINATION WITH ARCHITECTURAL

DEMOLITION.

PLUMBING, MECHANICAL, AND ELECTRICAL WORK RELATED TO DEMOLITION MUST

COMPLY WITH ALL APPLICABLE CODES.

COORDINATE EXTENT OF DEMOLITION WITH NEW WORK.

REMOVE COMPLETELY MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED

FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE

PREPARED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION AND FINISHES.

WHERE EXISTING MATERIALS ARE TO BE REPLACED, (WALLS, ROOFING, INSULATION,

FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED, AND

EXPOSED SURFACES SHALL BE REPAIRED AS RECOMMENDED BY MANUFACTURERS

PRIOR TO INSTALLATION OF NEW MATERIALS.

PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT,

GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL INSTRUCTURE,

MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

CONTRACTOR SHALL PATCH, REPAIR, OR REPLACE DAMAGED FIRE-PROOFING. THIS

SHALL INCLUDE DAMAGE AND DEFICIENCIES CAUSED BY PREVIOUS WORK AND

DAMAGE CAUSED BY THE DEMOLITION OR NEW WORK OF THIS PROJECT. CONTRACTOR

SHALL USE PRODUCTS MATCHING THE EXISTING FIRE-PROTECTION IN PROPERTIES,

THICKNESS, FIRE RATING, AND APPLICATION.

REMOVE PARITIONS AS SHOWN.

REMOVE DOORS AND DOOR FRAMES AS SHOWN.

REMOVE PORTIONS OF EXISTING WALLS FOR NEW DOORS. COORDINATE WITH NEW

CONSTRUCTION DRAWINGS. PATCH AND REPAIR WALLS TO RECEIVE NEW FINISHES.

COORDINATE WITH FINISH PLANS AND SCHEDULES.

CONTRACTOR MUST VERIFY ALL CONDITIONS AND DIMENSIONS WHICH AFFECT THE

WORK OF THIS CONTRACT, PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DIMENSIONS, ELEVATIONS, AND SEQUENCES OF THE PROJECT.

THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR THE PROPER

EXECUTION, FABRICATION, AND ERECTION OF ALL NEW WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BUILDING IN A

WATER TIGHT CONDITION AT ALL TIMES. ANY AND ALL DAMAGE CAUSED BY THE WORK

OF THIS CONTRACT SHALL BE CORRECTED OR REPLACED ENTIRELY, AT NO COST TO

THE OWNER.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY

SAFEGUARDS TO MAINTAIN ALL PARTS OF THE PROJECT UNDER THIS CONTRACT IN A

SAFE CONDITION AT ALL TIMES DURING THE CONSTRUCTION AND TO PROTECT FROM

DAMAGE THOSE AREAS OF THE EXISTING BUILDINGS WHICH ARE TO REMAIN.

PLAN LEGEND

AREA OF TOTAL BUILDING CONSTRUCTION DEMOLITION

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De si gn er

Au th or Ch ec ke r

1/8" = 1'-0"

FIRST FLOOR PLAN - DEMOLITION

1/8" = 1'-0"

SECOND FLOOR PLAN - DEMOLITION

2.20 DEMOLISH ENTIRE BUILDING CONSTRUCTION TO EXTENTS SHOWN

2.21 EXISTING STRUCTURAL BEAM

2.30 DEMOLISH EXISTING PARTITION TO EXTENTS SHOWN

2.31 DEMOLISH EXISTING BRICK WALL TO EXTENTS SHOWN, REFER TO STRUCTURAL

DRAWINGS

2.32 DEMOLISH EXISTING DOOR AND FRAME COMPLETE

2.33 DEMOLISH EXISTING OVERHEAD DOOR AND FRAME COMPLETE

2.36 DEMOLISH EXISTING BRICK WALL TO EXTENTS SHOWN FOR WINDOW INSTALLATION.

REFER TO EXTERIOR ELEVATIONS

2.40 DEMOLISH EXISTING FLOOR GRATING AND GRATING SUPPORT SYSTEM COMPLETE

2.42 DEMOLISH EXISTING PIPE RAILING COMPLETE

2.43 DEMOLISH EXISTING STAIRS AND RAILING COMPLETE

2.52 DEMOLISH EXISTING WINDOW COMPLETE

2.53 DEMOLISH EXISTING EXHAUST FAN COMPLETE

2.54 DEMOLISH EXISTING STACK COMPLETE

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

PLAN

NORTH

PLAN

NORTH

ACM VINYL FLOOR TILE (APPROXIMATELY 500 SF)

<1% ASBESTOS PIPE WRAP (APPROXIMATELY 30 LF)

<1% ASBESTOS DRYWALL AND JOINT COMPOUND

(APPROXIMATELY 250 SF)

BUILDING 655 - IDENTIFIED ASBESTOS CONTAINING MATERIALS

ASBESTOS CONTAINING MATERIALS MUST BE ABATED PRIOR TO

DEMOLITION IN ACCORDANCE WITH PROJECT SPECIFICATION

HM-102

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THE INTENT IS TO DEMOLISH THE ENTIRE

BUILDING CONSTRUCTION (FIRST AND

SECOND FLOOR) TO THE EXTENT SHOWN.

THE RED SHADING LOCATES ASBESTOS

CONTAINING FLOOR TILE AND MASTIC ON

THE FIRST FLOOR. SEE PLAN LEGEND.

SHEET KEYNOTES

hdevost Snapshot

UP

AD-201

AD-201 3

AD-201

AD-2012

2.52

2.52

2.53

2.31

2.33 2.33 2.33

2.31

2.43

2.54

2.54

2.20

2.31 2.31

2.20

13'-8 1/4" ±

'-0

28'-3" ±

'-8

3'-7" ± 1'-4 1/2" ±

DN

AD-201

AD-201 3

AD-201

AD-2012

2.43

2.42

2.40

2.30

2.32

2.20

2.54

2.54

2.52 2.31 2.31 2.36

2.53 2.21

12'-3" ±

'-1

3/ 4"

2.52 2.52

7'-3 7/8" ±

'-4

3/ 8"

7'-6 1/2" ±

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR EXTENT OF DEMOLIION AND FOR COORDINATION WITH ARCHITECTURAL

DEMOLITION.

PLUMBING, MECHANICAL, AND ELECTRICAL WORK RELATED TO DEMOLITION MUST

COMPLY WITH ALL APPLICABLE CODES.

COORDINATE EXTENT OF DEMOLITION WITH NEW WORK.

REMOVE COMPLETELY MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED

FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE

PREPARED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION AND FINISHES.

WHERE EXISTING MATERIALS ARE TO BE REPLACED, (WALLS, ROOFING, INSULATION,

FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED, AND

EXPOSED SURFACES SHALL BE REPAIRED AS RECOMMENDED BY MANUFACTURERS

PRIOR TO INSTALLATION OF NEW MATERIALS.

PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT,

GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL INSTRUCTURE,

MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

CONTRACTOR SHALL PATCH, REPAIR, OR REPLACE DAMAGED FIRE-PROOFING. THIS

SHALL INCLUDE DAMAGE AND DEFICIENCIES CAUSED BY PREVIOUS WORK AND

DAMAGE CAUSED BY THE DEMOLITION OR NEW WORK OF THIS PROJECT. CONTRACTOR

SHALL USE PRODUCTS MATCHING THE EXISTING FIRE-PROTECTION IN PROPERTIES,

THICKNESS, FIRE RATING, AND APPLICATION.

REMOVE PARITIONS AS SHOWN.

REMOVE DOORS AND DOOR FRAMES AS SHOWN.

REMOVE PORTIONS OF EXISTING WALLS FOR NEW DOORS. COORDINATE WITH NEW

CONSTRUCTION DRAWINGS. PATCH AND REPAIR WALLS TO RECEIVE NEW FINISHES.

COORDINATE WITH FINISH PLANS AND SCHEDULES.

CONTRACTOR MUST VERIFY ALL CONDITIONS AND DIMENSIONS WHICH AFFECT THE

WORK OF THIS CONTRACT, PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DIMENSIONS, ELEVATIONS, AND SEQUENCES OF THE PROJECT.

THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR THE PROPER

EXECUTION, FABRICATION, AND ERECTION OF ALL NEW WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BUILDING IN A

WATER TIGHT CONDITION AT ALL TIMES. ANY AND ALL DAMAGE CAUSED BY THE WORK

OF THIS CONTRACT SHALL BE CORRECTED OR REPLACED ENTIRELY, AT NO COST TO

THE OWNER.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY

SAFEGUARDS TO MAINTAIN ALL PARTS OF THE PROJECT UNDER THIS CONTRACT IN A

SAFE CONDITION AT ALL TIMES DURING THE CONSTRUCTION AND TO PROTECT FROM

DAMAGE THOSE AREAS OF THE EXISTING BUILDINGS WHICH ARE TO REMAIN.

PLAN LEGEND

AREA OF TOTAL BUILDING CONSTRUCTION DEMOLITION

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De si gn er

Au th or Ch ec ke r

1/8" = 1'-0"

FIRST FLOOR PLAN - DEMOLITION

1/8" = 1'-0"

SECOND FLOOR PLAN - DEMOLITION

2.20 DEMOLISH ENTIRE BUILDING CONSTRUCTION TO EXTENTS SHOWN

2.21 EXISTING STRUCTURAL BEAM

2.30 DEMOLISH EXISTING PARTITION TO EXTENTS SHOWN

2.31 DEMOLISH EXISTING BRICK WALL TO EXTENTS SHOWN, REFER TO STRUCTURAL

DRAWINGS

2.32 DEMOLISH EXISTING DOOR AND FRAME COMPLETE

2.33 DEMOLISH EXISTING OVERHEAD DOOR AND FRAME COMPLETE

2.36 DEMOLISH EXISTING BRICK WALL TO EXTENTS SHOWN FOR WINDOW INSTALLATION.

REFER TO EXTERIOR ELEVATIONS

2.40 DEMOLISH EXISTING FLOOR GRATING AND GRATING SUPPORT SYSTEM COMPLETE

2.42 DEMOLISH EXISTING PIPE RAILING COMPLETE

2.43 DEMOLISH EXISTING STAIRS AND RAILING COMPLETE

2.52 DEMOLISH EXISTING WINDOW COMPLETE

2.53 DEMOLISH EXISTING EXHAUST FAN COMPLETE

2.54 DEMOLISH EXISTING STACK COMPLETE

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

SHEET KEYNOTES#

PLAN

NORTH

PLAN

NORTH

LEAD >0%

BUILDING 655 - METALS IN PAINT SAMPLE LOCATIONS

TREAT ALL PAINT WITH LEAD CONCENTRATIONS >0% AS LEAD

CONTAINING PAINT, PER OSHA STANDARDS

REFER TO TABLE 3 OF THE HAZARDOUS MATERIALS REPORT

FOR SAMPLE DESCRIPTIONS AND DETECTED LEAD

CONCENTRATIONS. TABLE 3 IS INCLUDED ON SHEET HM-101.

*L18 IS FROM THE BASE OF THE EXHAUST

STACK ON THE ROOF

LEAD BELOW DETECTION LIMIT

L-7 L-15

L-10

L-6L-1 L-9

L-8

L-17

L-2 L-3

L-13

L-14

HM-103

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BUILDING (SEE ARCH. DWGS)

TABLE & CHAIRS, TYP.

(SEE SHEET L-501)

BRICK PAVER PATIO WITH

8" CONC. BORDER (SEE SHEET

L-501)

MULCHED

PLANT BED, TYP.

BENCH ON 4" CONC.

PAD (SEE SHEET L-501

FOR BENCH AND CIVIL

DWGS. FOR CONC.

PVMT. DETAIL)

CONC. WALK, TYP.

(SEE CIVIL DWGS.)

HI-12

MC-1

MC-1

MC-1

MC-1

IV-5

HI-15

A L-501

IV-12

MC-6

PM-7

MULCHED

PLANT BED, TYP.

PV-9

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L-101

CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING METHOD REMARKS

SHRUBS

HI 27 HYPERICUM X INODORUM 'KOLSAN' FLORALBERRY® SANGRIA ST. JOHN'S WORT CONT. (#3) IN. (12-15) --- FT. (2.5) O.C. 3 --- IV 20 ILEX VOMITORIA 'CONDEAUX' BORDEAUX YAUPON HOLLY CONT. (#3) IN. (15-18) --- FT. (3) O.C. 3 --- MC 10 MYRICA CERIFERA 'DON'S DWARF' DON'S DWARF WAX MYRTLE CONT. (#3) IN. (24-30) --- PLACE AS SHOWN 3 --- PM 7 PODOCARPUS MACROPHYLLUS 'MAKI' MAKI YEW PODOCARPUS CONT. (#7) FT. (4-5) --- FT. (4) O.C. 3 FULL TO GROUND

ORNAMENTAL GRASSES

PV 16 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS CONT. (#3) --- --- IN. (30) O.C. 3 ---

PLANT SCHEDULE

N 1st

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L-501

L5.01

PREPARED SOIL MIXTURE

REMOVE CONTAINER

3"-4" ORGANIC MULCH (WIPE

DOWN AT STEM)

FINISHED GRADE

UNDISTURBED SOIL, ENSURE

POSITIVE DRAINAGE TO

PERMEABLE SOIL

L5.01

PREPARED SOIL MIXTURE

3"-4" ORGANIC MULCH (WIPE

DOWN AT CROWNS)

PAVEMENT 1" ABOVE FINISHED

MULCH SURFACE WHERE

APPLICABLE

V-NOTCH LAWN EDGE (1" ABOVE

FINISHED MULCH SURFACE)

UNDISTURBED SOIL, ENSURE

POSITIVE DRAINAGE TO

PERMEABLE SOIL

FINISHED GRADE

REMOVE CONTAINER

L5.01

SCALE: NTS (L-101)A BRICK PAVERS

SCALE: NTS (L-501)B GENERAL PLANTING NOTES

SCALE: NTS (L-101)C BENCH

SCALE: NTS (L-501)D PLANT METHOD 3

SCALE: NTS (L-501)E PLANT METHOD 4 (V-NOTCH)

SCALE: NTS (L-101)F TABLE & CHAIRS

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10/11/2024

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GENERAL NOTES:

GENERAL NOTES:

1. ALL WORK MUST COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS

2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL EXISTING BUILDING CODE, 2021 EDITION, AS MODIFIED BY UFC 1-200-01, DATED 01 SEPTEMBER 2022, CHANGE 3 26 FEBRUARY 2024 AND IN ACCORDANCE WITH UFC 3-301-01 “STRUCTURAL ENGINEERING”, DATED 11 APRIL 2023, CHANGE 1, 2 OCTOBER 2023.

3. VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS

REQUIRED FOR VARIOUS TRADES.

4. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER

CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING

STRUCTURE. MAKE ALL MEASUREMENTS NECESSARY PRIOR TO THE FABRICATION AND ERECTION OF

STRUCTURAL MEMBERS.

5. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING STRUCTURE, BECOME FAMILIAR WITH STRUCTURAL CONDITIONS OF THE EXISTING STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY SAFEGUARDS, TO MAINTAIN ALL PARTS OF THE STRUCTURE IN A SAFE CONDITION AT ALL TIMES DURING THE PROCESS OF CONSTRUCTION AND TO PROTECT FROM DAMAGE

THOSE PORTIONS OF THE EXISTING BUILDING WHICH ARE TO REMAIN.

6. SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR MUST CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS.

7. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF CONTRACT DRAWINGS BE USED AS SHOP

DRAWINGS.

8. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN

PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED.

9. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION MUST NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND

UNTIL ALL TEMPORARY BRACING IS IN PLACE.

10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

11. THE DUTY OF THE CONTRACTING OFFICER IN CONDUCTING CONSTRUCTION REVIEW OF CONTRACTOR'S

PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY

MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

12. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY

DETAILED OR NOTED OTHERWISE.

13. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL

PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL FRAME.

14. INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.

THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE CONTRACTING

OFFICER REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS

SPECIFICALLY INFORMED THE CONTRACTING OFFICER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE CONTRACTING OFFICER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

15. MECHANICAL UNIT WEIGHTS AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR MUST VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES TO THE CONTRACTING

OFFICER.

ANTI-TERRORISM FORCE PROTECTION NOTES:

1. THIS RENOVATION OF THE EXISTING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ATFP REQUIREMENTS IN UFC 4-010-01, “DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS”, DATED 12

DECEMBER 2018, WITH CHANGE 3, DATED 24 MAY 2024.

PERIMETER: CONTROLLED

STANDOFF DISTANCE: GREATER THAN 50 FEET

2. EXISTING BUILDING IS AN INHABITED BUILDING WITHIN A CONTROLLED PERIMETER AND THE ESTIMATED PROJECT COSTS DO NOT EXCEED 50% OF THE REPLACEMENT COST PER JBLE LANGLEY 633 CES/CENM.

THEREFORE, COMPLIANCE WITH ATFP STANDARDS IS NOT REQUIRED FOR THE PROJECT.

FOUNDATION NOTES:

1. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES. GRADE BEAMS MUST BE SLEEVED OR LOWERED WHERE REQUIRED. DO NOT INSTALL UTILITIES

UNDER ISOLATED PILE CAPS. INSTALL UTILITIES PERPENDICULAR TO GRADE BEAMS.

2. AT BRICK PAVER PATIO & EXTERIOR PADS: THE CONTRACTOR MUST ENGAGE THE PROJECT

GEOTECHNICAL ENGINEER TO PERFORM A PROOFROLL OF THE EXISTING SUBGRADE, OBSERVE 1-2 SHALLOW TEST PITS, AND PERFORM COMPACTION TESTING ON THE EXISTING SUBGRADE TO ENSURE SURFICIAL FILL MATERIALS AND EXISTING SUBGRADE ARE FIRM AND STABLE PRIOR TO PREPARING THE

SUBBASE FOR BRICK PAVERS. IF UNSTABLE CONDITIONS ARE ENCOUNTERED, THE PROJECT

GEOTECHNICAL ENGINEER WILL RECOMMEND SUBGRADE IMPROVEMENTS SUCH AS THICKENING THE

AGGREGATE BASE.

CAST IN PLACE CONCRETE NOTES:

1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318), COMMENTARY, (ACI-318), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI- 318).

2. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT MUST BE IN ACCORDANCE WITH ACI 318 GUIDE TO

PRESENTING REINFORCING STEEL DESIGN DETAILS.

3. ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE HAVING A MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:

SLAB ON GRADE 4,000 PSI

GRADE BEAMS & PILE CAPS 4,000 PSI

CONCRETE NOT OTHERWISE NOTED 3,000 PSI

*CONCRETE EXPOSED TO WEATHER MUST BE AIR ENTRAINED.*

4. ALL REINFORCING MUST BE AS FOLLOWS:

REINFORCING BARS - ASTM A-615, GRADE 60

WELDED WIRE REINFORCEMENT - ASTM A-1064 FLAT SHEET TYPE, ROLL TYPE NOT ACCEPTABLE.

5. WELDED WIRE REINFORCEMENT MUST BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE.

HOOKING OF FABRIC IS NOT PERMITTED.

6. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) MUST BE LAPPED PER

THE REINFORCING LAP SCHEDULE.

7. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURINGTHE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE

DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM COMPRESSIVE STRENGTH OF THE

CONCRETE SLAB.

8. DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED AND INSPECTED.

9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR REINFORCING STEEL

MUST BE AS FOLLOWS:

CONCRETE SURFACES CAST AGAINST SOIL: 3"

CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER: 2”

INTERIOR CONCRETE SURFACES: 1-1/2”

CONCRETE MASONRY NOTES:

1. MASONRY CONSTRUCTION MUST COMPLY WITH THE MASONRY SOCIETY “BUILDING CODE FOR MASONRY STRUCTURES” (TMS 402-2016) AND “SPECIFICATION FOR MASONRY STRUCTURES” (TMS 602-2016).

2. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C90 AND BE MADE WITH LIGHTWEIGHT

AGGREGATE. THE COMPRESSIVE STRENGTH OF MASONRY, F’m, EXPRESSED AS FORCE PER UNIT OF NET

CROSS-SECTIONAL AREA, MUST BE 2,000 PSI AT 28 DAYS.

3. MORTAR MUST CONFORM TO ASTM C270, TYPE S. AGGREGATE FOR MORTAR MUST COMPLY WITH ASTM C144.

4. GROUT MUST CONFORM TO ASTM C476 AND MUST HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

2,500 PSI. SLUMP AT POINT OF PLACEMENT MUST BE BETWEEN 8 AND 11 INCHES.

5. ALL REINFORCING BARS MUST CONFORM TO ASTM A615, GRADE 60. SHOP FABRICATE BARS SHOWN TO BE BENT OR HOOKED. BARS MUST BE LAPPED AS FOLLOWS: #4-20", #5-30", #6-54", #7-63", #8-72", #9-81".

6. REBAR DOWELS MUST BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING FROM FOUNDATION.

DOWELS MUST HAVE STANDARD ACI HOOKS.

7. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCING AT A MAXIMUM SPACING OF 200 BAR

DIAMETERS, AT GROUT LIFT HEIGHTS, OR BAR SPLICE LOCATIONS, WHICHEVER IS LESS.

8. GROUTING MUST BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR

JOINT.

9. ALL BOLTS, ANCHORS, ETC. PLACED IN THE WALL, MUST BE GROUTED SOLID INTO POSITION.

10. GROUT ALL CELLS SOLID BELOW FINISHED FIRST FLOOR.

11. HORIZONTAL JOINT REINFORCING MUST BE STANDARD 9 GAGE LADDER TYPE IN CMU WALLS AT 16” ON-

CENTER. JOINT REINFORCING MUST COMPLY WITH ASTM A951.

12. DISCONTINUE ALL HORIZONTAL REINFORCING AT CONTROL JOINTS EXCEPT FOR BOND BEAMS AT JOIST BEARING ELEVATIONS. HORIZONTAL BOND BEAMS MUST HAVE CONTINUOUS REINFORCING AS SHOWN IN

THE SECTIONS AND DETAILS.

POST-INSTALLED ANCHOR NOTES:

1. POST-INSTALLED ANCHORS MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-19).

SUBMIT CALCULATIONS DEMONSTRATING THAT THE PRODUCT IS CAPABLE OF ACHIEVING THE

PERFORMANCE VALUES INDICATED IN THE DRAWINGS. PRODUCT MUST HAVE AN ICC ESR SHOWING

COMPLIANCE WITH THE RELEVANT BUILDING CODE.

2. PROVIDE ANCHORS WITH A MINIMUM ALLOWABLE CAPACITY AS LISTED BELOW. THE CAPACITIES ARE

BASED ON COMBINED SHEAR AND TENSION LOADING:

MASONRY:

3/8" ADHESIVE ANCHOR: SHEAR = 151 LB

3/4” EXPANSION ANCHOR: SHEAR = 1080 LB, TENSION = 970 LB

CONCRETE:

1/2” ADHESIVE ANCHOR: SHEAR = 740 LB

5/8” ADHESIVE ANCHOR: SHEAR = 970 LB

3. ANCHOR CAPACITY IS DEPENDENT ON SPACING BETWEEN ADJACENT ANCHORS ANDEDGE DISTANCE.

INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE DISTANCES INDICATED IN THE DRAWINGS.

4. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.

5. DRILL CORRECT HOLE SIZES FOR MECHANICAL ANCHORS WITH CARBIDE-TIPPED DRILL BITS MEETING THE

DIAMETER REQUIREMENTS OF ANSI B212.15.

6. DRILL HOLES WITH A HAMMER DRILL UNLESS OTHERWISE NOTED.

7. DO NOT DISTURB OR APPLY LOAD TO ADHESIVE ANCHORS PRIOR TO FULL CURE OF THE ADHESIVE.

STRUCTURAL STEEL NOTES:

1. STRUCTURAL STEEL MUST COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC 360-16) “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”.

2. STRUCTURAL STEEL MUST BE NEW, CLEAN, AND STRAIGHT, AND CONFORM TO THE FOLLOWING:

STEEL W- AND WT SHAPES - ASTM A992, GRADE 50

RECTANGULAR AND SQUARE HSS SHAPES - ASTM A500, GRADE C, Fy = 50 ksi ROUND HSS – ASTM A500 GRADE C, Fy = 46 ksi

STEEL PIPE - ASTM A53 GRADE B

ANCHOR RODS - ASTM F1554, GRADE 36

HIGH STRENGTH BOLTS – ASTM A325

ALL OTHER STEEL SHAPES - ASTM A36, UNLESS OTHERWISE NOTED

3. UNLESS OTHERWISE NOTED, ALL CONNECTIONS MUST BE STANDARD SHEAR BEAM CONNECTIONS. THE

FABRICATOR IS RESPONSIBLE FOR DESIGNING ALL CONNECTIONS. WHERE REACTIONS ARE NOT

INDICATED ON PLAN, CONNECTIONS MUST BE DESIGNED FOR ½ OF THE TOTAL ALLOWABLE UNIFORM LOAD FOR LATERALLY SUPPORTED BEAMS GIVEN IN PART 3 OF THE “STEEL CONSTRUCTION MANUAL”.

CONNECTION DETAILS MUST BE IN ACCORDANCE WITH AISC STANDARDS.

4. UNLESS…