Attachment 2 - STAMPED DRAWINGS_AFRL Irish Hill Alter Repair Update Design.pdf

PDF 24 MB Posted May 14, 2024

Attached to: Alter/Repair Irish Hill B1624 Federal contract opportunity
Solicitation number: FA875124B0002
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · May 14, 2024

This document appears to be Attachment 2 - STAMPED DRAWINGS for the Alter/Repair Irish Hill B1624 federal contract opportunity, Solicitation Number FA875124B0002.

The key details are as follows: This is a Pre-Solicitation for a firm fixed price construction contract to alter and repair Building 1624 at the Irish Hill Test Site in Newport, NY. The work includes upgrades to HVAC, power, communications, and alarms, as well as establishing new restrooms, break room, offices, and a conference room. The work will be performed in accordance with the attached stamped specifications, drawings, and narrative. This is a 100% Small Business Set-Aside acquisition under NAICS code 236620 with a size standard of $45 million average annual revenue. The estimated contract value is between $1-5 million. Bids will be due approximately 30 days after the Invitation for Bid is posted on SAM.gov, with a site visit scheduled about 10 days after the IFB is issued. Award will be made to the lowest priced responsive and responsible bidder.

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Attachment 3 - STAMPED NARRATIVE_AFRL Irish Hill Alter Repair Update Design.pdf	PDF	May 14, 2024
Attachment 1 - STAMPED SPECIFICATIONS_AFRL Irish Hill Alter Repair Update Design.pdf	PDF	May 14, 2024

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PROJECT LOCATION

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:07:14 PM

1 50G001 02/02/2024

COVER SHEET

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

DRAWING LIST

SHEET

NUMBER SHEET NAME

DRAWING

NO.

GENERAL

G001 COVER SHEET 1

CIVIL

C001 EXISTING SITE PLAN 2

STRUCTURAL

S100 STRUCTURAL JOIST REINFORCING PLAN AND DETAIL 3

ARCHITECTURAL

A001 GENERAL NOTES, SYMBOLS & ANNOTATIONS 4

A002 PARTITION TYPES 5

A003 CODE REVIEW & EGRESS PLAN 6

A004 CODE SCHEDULE 7

AD100 DEMOLITION PLANS 8

AD101 ROOF DEMOLITION PLANS 9

AE100 NEW CONSTRUCTION PLANS 10

AE101 NEW CONSTRUCTION CEILING PLAN 11

AE102 ROOF NEW CONSTRUCTION PLANS 12

AE201 EXTERIOR ELEVATIONS 13

AE202 EXTERIOR ELEVATIONS 14

AE301 BUILDING SECTIONS 15

AE401 ENLARGED PLANS & INTERIOR ELEVATIONS 16

AE402 INTERIOR ELEVATIONS 17

AE403 INTERIOR ELEVATIONS 18

AE501 WALL SECTIONS 19

AE502 WALL SECTIONS 20

AE503 DETAILS 21

AE504 DETAILS 22

AE505 ROOF DETAILS 23

AE601 DOOR AND HARDWARE SCHEDULES & DETAILS 24

AE602 WINDOW SCHEDULE AND DETAILS 25

AE603 ROOM FINISH AND ACCESSORIES SCHEDULES 26

AI101 FURNITURE & EQUIPMENT (NIC) 27

AI102 FINISH PLAN 28

PLUMBING

P001 SYMBOLS, ABBREVIATIONS, DETAILS, NOTES AND RISER DIAGRAMS 29

PD101 PLUMBING DEMOLITION PLAN 30

P101 PLUMBING UNDER SLAB PLAN 31

P102 PLUMBING FLOOR PLAN 32

MECHANICAL

M001 SYMBOLS, ABBREVIATIONS AND NOTES 33

MD101 HVAC DEMOLITION PLAN 34

M101 HVAC FLOOR PLANS 35

M401 ENLARGED MECHANICAL ROOM AND HVAC SECTIONS 36

M501 DETAILS 37

M502 DETAILS 38

M601 SCHEDULES 39

ELECTRICAL

E001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES 40

ED101 DEMOLITION FLOOR PLAN 41

E101 LIGHTING FLOOR PLAN 42

E102 POWER & COMMUNICATIONS FLOOR PLAN 43

E103 FIRE ALARM, SECURITY & SPEAKER FLOOR PLAN 44

E501 DETAILS 45

E502 DETAILS 46

E503 DETAILS 47

E601 ONE LINE DIAGRAMS 48

E602 SCHEDULES 49

E603 FIRE ALARM RISER DIAGRAM 50

Grand total: 50

ARCHITECT, CIVIL ENGINEER, & STRUCTURAL ENGINEER:

MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEER:

N.K. BHANDARI,

ARCHITECTURE & ENGINEERING, P.C.

1005 W. FAYETTE STREET, SUITE 4A

SYRACUSE, NEW YORK 13203

315.428.1177

C&S COMPANIES

499 COL. EILEEN COLLINS BLVD

SYRACUSE, NEW YORK 13212

315.455.2000

ALTER/ REPAIR B1624, IRISH HILL

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE,

ROME, NY 13441

PROJECT NO. RTWC160307AE A/E CONTRACT NO.FA8751-16-D-0002

PROJECT CERTIFICATION:

TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL

JUDGMENT, THE DRAWINGS AND SPECIFICATIONS WHICH COMPRISE

THE CONSTRUCTION DOCUMENTS FOR THE PROJECT ARE IN

COMPLIANCE WITH APPLICABLE CODES, INCLUDING THE LATEST

EDITIONS OF THE INTERNATIONAL BUILDING CODE, NFPA 101, UNIFIED

FACILITIES CRITERIA AND DoD UNIFIED DESIGN GUIDANCE.

LOCATION MAP

S T

S A

CAMERA

POLE

S T

LEACH

FIELD

LEACH

FIELD

1/2" IP

1" PIN

PROPANE TANKS

(3) EXISTING

ELEC.

BOX

ELEC.

BOX

C0NC.

PAVE PARKING

C R U

N E

CRUSHED STONE

ELEC.

BOX

APPROXIMATE

LOCATION OF NEW

VESTIBULE ADDITION

ABANDONED ELECTRIC

DRAWING N-3

CONTRACT GR1-79-0043

CURB

CAMERA

POLE

1. EXCAVATION PERMITS- OBTAIN EXCAVATION PERMITS (AIR FORCE FORM 103)

PRIOR TO ANY EXCAVATION. COORDINATE ALL PLANNED ACTIVITIES WITH THE

OWNER IN ADVANCE. REFER TO GENERAL CONDITIONS FOR MORE DETAIL.

2.THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVEGROUND STRUCTURES,

AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING. EXACT LOCATION

OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE

CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF

SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE

DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS

RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. THE

CONTRACTOR IS TO NOTIFY THE OWNER A MINIMUM OF TWO WEEKS IN ADVANCE

FOR UNDERGROUND UTILITY MARK OUT.

3.THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND

OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS

GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY THE OWNER.

ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

4.ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES,

STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

5.ALL PROPOSED UTILITIES AND APPURTENANCES ARE TO BE CONSTRUCTED IN

COMPLIANCE WITH THE CODES AND REGULATIONS GOVERNING THE INSTALLATION

OF SUCH UTILITIES.

6.MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS

SUCH AS PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS

REQUIRED TO MAKE THE WORK COMPLETE.

7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND

COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE.

8.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK AND NOTIFY THE OWNER OF ANY DISCREPANCIES.

9.ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE

DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE

INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION AND ALL

OTHER APPLICABLE FEDERAL REGULATIONS. SHEET PILING SHALL BE DESIGNED

AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE

MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. HE SHALL

SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A NEW YORK STATE

PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE

DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION.

11.ALL BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE

PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL

COMPACTOR BETWEEN LIFTS TO 95% STANDARD PROCTOR COMPACTION.

12.WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL

SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A

MECHANICAL COMPACTOR BETWEEN LIFTS TO 95% STANDARD PROCTOR

COMPACTION.

13.ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE

COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE

ENGINEER AND THE UTILITY OWNER TWO WEEKS BEFORE EACH AND EVERY

CONNECTION TO EXISTING SYSTEMS IS MADE.

14.CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF

CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM.

RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS MUST BE

VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION.

15.MAINTAIN FLOW FOR ALL EXISTING UTILITIES.

16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT.

THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE

MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS,

BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. THE OWNER AND HIS

REPRESENTATIVES SHALL REVIEW AS-BUILT PLANS SHOWING ALL UNDERGROUND

UTILITIES INSTALLED OR ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE ANY

CORRECTION OR OMISSIONS TO THE SATISFACTION OF THE OWNER AND HIS

REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED.

17.ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF

EACH WORKDAY.

18.CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES.

DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

19. CONFIRM WITH OWNER LOCATIONS OF EXISTING TWO 25 PAIR CONTROL CABLES

FROM BUILDING 1626 AND SITE TO THE WEST OF THE SITE.

CONFIRM WITH OWNER

LOCATIONS OF EXISTING TWO 25

PAIR CONTROL CABLES FROM

BUILDING 1626 AND SITE TO THE

WEST OF THE SITE. SEE ALSO

ELECTRICAL PLANS.

B1624

SITE PLAN NOTES

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:07:14 PM

2 50C001 02/02/2024

EXISTING SITE PLAN

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

1" = 400'-0"C001

1 EXISTING SITE PLAN

1 2 3 4 5 6

R.D.

1/4" / 1'-0" 1/4" / 1'-0"

14' - 1"

SIM

E X

W X

E X

W X

E X

W X

E X

W X

E X

W X

E X

W X

E X

W X

E X

W X

EX W16X26 EX W16X26 EX W16X26 EX W16X26 EX W16X26

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

E X

L H

S100

EX W10X22EX W10X22EX W14X26EX W14X26EX W14X26

E X

W X

E X

W X

E X

W X

16' - 0" VIF 16' - 0" VIF 16' - 0" VIF 13' - 0" VIF 13' - 0" VIF

E X

W X

E X

W X

E X

W X

EX W10X22 EX W10X22 EX W10X22 EX W10X22 EX W10X22

0 2' 4' 8'

PROVIDE 1/4" THICK PLATE AND

(2) 5/8" DIA ROD (THIS JOIST

SPAN ONLY) REINFORCING

CONTINUOUS AT CENTER 2/3 OF

JOIST SPAN. REFER TO DETAIL

AND VIF DIMENSION.

PROVIDE 1/4" THICK PLATE AND

(2) 5/8" DIA ROD (THIS JOIST

SPAN ONLY) REINFORCING

CONTINUOUS AT CENTER 2/3 OF

JOIST SPAN. REFER TO DETAIL

AND VIF DIMENSION.

LS-2 LS-2 LS-1

S100

SIM

TIE-OFF LOCATIONS, TYP. PROVIDE L2x2x3/16 X-BRIDGING CENTERED

ON SAFETY TIE-OFF LOCATIONS, TYP.

TIE-OFF LOCATIONS, TYP.

PROVIDE L2x2x3/16 X-BRIDGING CENTERED

ON SAFETY TIE-OFF LOCATIONS, TYP.

PROVIDE L2x2x3/16 X-

BRIDGING CENTERED ON

SAFETY TIE-OFF

LOCATIONS, TYP.

EXTEND X-BRIDGING TO END WALL, TYP.

EXISTING DEFLECTOR SCREEN

AND STEEL MOUNTING POSTS

TO REMAIN.

EXIST METAL DECK.

EXIST STEEL JOIST.

CONT 5/8" DIA STEEL ROD, EF.

ROOF MATERIAL.

REFER TO ARCH DWGS.

CONT 1/4" PLATE.

VERIFY

FIELD

MIN 1/2" , EF

1/4 4-12

TYP

NOTES:

1. PROVIDE REINFORCING AT (2) JOIST AS INDICATED ON THE PLAN.

2. PROVIDE 6" OF WELD AT EACH END OF REINFORCING MEMBER, TYP.

3. REPLACE BRIDGING AS REQUIRED IN-KIND, TYP.

0 1' 2'

LOOSE LINTEL NOTES:

1. LINTELS SHALL BEAR ON SOLID MASONRY OR ON TWO CMU COURSES FULLY GROUTED, UON.

2. COORDINATE, FURNISH AND INSTALL ALL LOOSE LINTELS REQUIRED FOR ALL OPENINGS IN MASONRY, INCLUDING MECHANICAL AND ELECTRICAL WORK, WHETHER SPECIFICALLY NOTED ON DRAWINGS OR NOT.

3. ALL LINTELS AT EXTERIOR LOCATION OR OTHERWISE SUBJECT TO WEATHER OR CORROSIVE ATMOSPHERE

SHALL BE GALVANIZED.

8" BEARING EACH END

LS-1

L 5 x 3 1/2 x 3/8 LLV

MAXIMUM CLEAR SPAN: 6'-4"

LS-2

L 6 x 4 x 1/2 LLV

MAXIMUM CLEAR SPAN: 8'-0"

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:07:15 PM

3 50S100 02/02/2024

STRUCTURAL JOIST

REINFORCING PLAN AND

DETAIL

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

1/4" = 1'-0"S100

A EXISTING LOW ROOF FRAMING PLAN

1 1/2" = 1'-0"S100 S100

1 EXIST STEEL JOIST REINFORCING DETAIL

NO SCALES100

2 LOOSE LINTEL SCHEDULE

1/8" = 1'-0"A0102 A0101

1 View Name

ROOM NAME

150 SF

901bs

ZZZ

ROOM TAG

VIEW TAG

BUILDING SECTION

WALL SECTION

FLOOR LEVEL

COLUMN GRID

METAL PANEL /

CURTAIN WALL

PANEL TAG

ITEM TAG

KEYED NOTE

REVISION TAG

DEMOLITION TAG

PARTITION TAG

ITEMS TO BE

DEMOLISHED

NEW CONSTRUCTION

EXISTING / NIC /

PREVIOUS WORK

SHEET

NUMBER OF

VIEW

SHEET NUMBER

OF VIEW

ORIGINATION

SHEET

NUMBER OF

VIEW

SECTION NUMBER

BREAK LINE

ALIGN

ALIGN ELEMENTS

DOOR TAG

P R

FLOOR

ELEVATION

FLOOR NAME

EXTERIOR ELEVATION

CALLOUT

ELEVATION

NUMBER

AE001

SIM

DETAIL CALLOUT

SHEET

NUMBER OF

VIEW

DETAIL NUMBER

ROOM NAME

ROOM NUMBER

ROOM AREA

FIRE/SMOKE

RATING

WALL

TYPE

AE001

INTERIOR ELEVATION

CALLOUT

NORTH ARROW

MAGNETIC

NORTH

PROJEC

T NORTH

TP1

SHEET

NUMBER OF

VIEW

SECTION NUMBER

SHEET

NUMBER OF

VIEW

ELEVATION

NUMBER

SHEET

NUMBER OF

VIEW

AE001

SIM

AE001

SIM

Name Elevation

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:06:54 PM

4 50A001 02/02/2024

GENERAL NOTES,

SYMBOLS & ANNOTATIONS

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESS

ACOUS ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT

ADJUST ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APPRO

APPROXIMATE (LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

AVG AVERAGE

BD BOARD

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCHMARK

BN BULLNOSE

BO BOTTOM OF

BOD BASIS OF DESIGN

BRD BOARD

BSMT BASEMENT

BUR BUILT-UP-ROOF

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT (FEET)

CFMF COLD FORMED METAL

FRAMING

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CKBD CORKBOARD

CL CLOSET

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY

UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

GENERAL CONSTRUCTION NOTES

1 DESIGN CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE “INTERNATIONAL BUILDING CODE 2018 (IBC)", THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1, UNIFIED FACILITIES CRITERIA (UFC), DoD UNIFIED DESIGN GUIDANCE. - LATEST REVISION, AND ANY OTHER CODES GOVERNED BY THE

JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED

2 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND/OR NOTES.

3 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIAL. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED TO A “NEW CONDITION,” OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE

OWNER.

4 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE CONSTRUCTION MANAGER AND ARCHITECT/ENGINEER AND REQUEST CLARIFICATION.

5 DRAWINGS MAY NOT INDICATE ALL DEMOLITION/REMOVALS. CONTRACTOR SHALL REFER TO DRAWINGS, SPECIFICATIONS AND VERIFY FIELD CONDITIONS TO DETERMINE FULL SCOPE AND PARTICULARS OF REMOVALS AS REQUIRED FOR AND COORDINATED WITH THE NEW WORK PRIOR TO BIDDING WORK. VERIFY AND CONFIRM WITH OWNER WHICH ITEMS ARE TO BE SAVED FOR

OWNER’S USE OR REINSTALLATION BY CONTRACTOR.

6 WHERE CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (I.E., DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID.

7 WHERE CONSTRUCTION RESULTS IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF NEW FLOORING.

8 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (I.E. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF PLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES

OR AREAS TO ORIGINAL CONDITIONS.

9 CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS AND DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER, WELL COORDINATED INSTALLATION. PRIOR TO ROUGH-IN OF

SERVICES, CONFER WITH OWNER EXACT LOCATION OF ALL ITEMS.

10 CONTRACTOR SHALL COORDINATE THE WORK WITH EACH TRADE SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH TRADE EXACT LOCATION OF ALL ITEMS

11 ALL PENETRATIONS THROUGH FLOORS AND FULL HEIGHT WALLS TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALL TO BE FIRE AND SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING

MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL.

12 EXTERIOR PERIMETER OF ALL WINDOWS, DOOR FRAMES, LOUVERS OR OTHER ITEMS INSERTED IN AN EXTERIOR WALL SHALL BE SEALED WEATHER TIGHT WHETHER INDICATED ON DRAWINGS OR

NOT.

13 WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK WITHIN 2’-0” OF GRADE AND OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE WEATHER, SHALL BE PRESSURED TREATED TYPE. WOOD USED FOR BLOCKING OR OTHER PURPOSES SHALL BE FIRE RETARDANT TYPE.

14 FINISHED DOOR OPENINGS SHALL BE NOMINAL 6" FROM FINISHED CORNER OF ROOM AT HINGE SIDE, EXCEPT WHERE DIMENSIONED OTHERWISE, ON THE ‘PULL’ SIDE OF A DOOR OPENING , THE STRIKE SIDE SHALL BE NOMINAL 18" FROM A PERPENDICULAR WALL ON THE ‘PUSH’ SIDE OF A DOOR OPENING EQUIPPED WITH BOTH A CLOSER AND LATCH, THE STRIKE SIDE SHALL BE NOMINAL 12”

FROM A PERPENDICULAR WALL.

15 SUSPENDED GRID CEILINGS SHALL BE ARRANGED SO THAT A GRID IS SPACED EQUALLY FROM EACH MOST REMOTE WALL IN EACH DIRECTION, WITH NO TILE LESS THAN 6” UNLESS OTHERWISE INDICATED. CEILING MOUNTED ITEMS TO BE CENTERLINE OF CEILING TILES, UNLESS OTHERWISE NOTED.

16 INTERIOR AND EXTERIOR CONCRETE SLABS SHALL BE SEPARATED FROM ANY VERTICAL SURFACE WITH AN ISOLATION JOINT. ALL SLAB ON-GRADE (CONTROL, EXPANSION, CONSTRUCTION (COLD), ETC.) JOINTS TO RECEIVE SEALANT. ALL EXTERIOR SLABS TO SLOPE TO DRAIN AWAY FROM BUILDING AT 1/8” PER 1’-0” UON.

17 PROVIDE BUILDING EXPANSION JOINT AND CONTROL JOINTS AT INTERIOR AND EXTERIOR MASONRY WALLS PER THE BRICK INSTITUTE OF AMERICA AND THE NATIONAL CONCRETE MASONRY ASSOCIATION SPECIFICATIONS AND RECOMMENDATIONS, AND WHERE BUILDING ADDITIONS MEET EXISTING BUILDING. AT RATED WALLS, EXPANSION JOINT OR CONTROL JOINT TO EQUAL WALL

RATING.

18 ALL DRAWINGS INDICATED AS GENERAL APPLY TO ENTIRE PROJECT, INCLUSIVE OF ALL BUILDINGS.

19 WELDING/HOT WORK - SUPERVISE WELDING OPERATIONS, COMBUSTION-TYPE TEMPORARY HEATING UNITS, AND SIMILAR SOURCES OF FIRE IGNITION ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND IN COMPLIANCE WITH NFPA 241. COORDINATE ALL PLANNED ACTIVITIES WITH THE OWNER IN ADVANCE.

TYPICAL SYMBOLS

ABBREVIATIONS

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CONTR CONTRACTOR

CPT CARPET

CR CHAIR RAIL

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

CY CUBIC YARD (S)

DBL DOUBLE

DEG DEGREES

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DOOR OPENING

DOM DOMESTIC

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EC ELECTRICAL

CONTRACTOR

EF EACH FACE

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EJCP EXPANSION JOINT COVER

PLATE

EL ELEVATION

ELEC ELECTRIC (AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EPS EXPANDED POLYSTYRENE

INSULATION

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED SLAB

EST ESTIMATE (D)

ETR EXISTING TO REMAIN

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPAND

EXPO EXPOSED

EXT EXTERIOR

ABBREVIATIONS

EXTR EXTRUDED

FA FIRE ALARM

FAB FABRICATE

FAP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISHED FLOOR

FH FLOOR HATCH

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLANGE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FNDN FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FR FRAME (ING)

FRP FIBERGLASS REINFORCED

PANEL

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENEARL

GL GLASS / GLAZING

GR GUARDRAIL

GRG GLASS REINFORCED

GYPSUM

GT GLAZED TILE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H/C HANDICAPPED

HB HOSE BIB

HC HOLLOW CORE

HD HAND

HDR HEADER

HDWE HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HMI HOLLOW METAL

INSULATED

HORIZ HORIZONTAL

ABBREVIATIONS

HP HIGH POINT

HR HANDRAIL, HOUR

HTG HEATING

HTR HEATER

HVAC HEATING/VENTILATING/AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH OR INCHES

INCL INCLUDE (ING)

INSUL INSULATE (D), (ION)

INT INTERIOR

INV INVERT

J JOIST

JAN JANITOR

JCT JUNCTION

JT JOINT

KD KNOCKED DOWN

KIT KITCHEN

L LENGTH, LONG

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOUV LOUVER

LP LOW POINT

LT LIGHT

LW LONG WAY

MAG MAGNETIC

MAR MARBLE

MAS MASONRY

MAX MAXIMUM

MBD MARKER BOARD

ME MATCH EXISTING

MECH MECHANICAL

MED MEDIUM

MEM MEMBER

MEMB MEMBRANE

MEP MECHANICAL,

ELECTRICAL, PLUMBING

MEPFP MECHANICAL,

ELECTRICAL, PLUMBING,

FIRE PROTECTION

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

ABBREVIATIONS

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

GWB

MOISTURE RESISTANT

GYPSUM WALL BOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

NAT NATURAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

P LAM PLASTIC LAMINATE

P&R PATCH & REPAIR

PAVMT PAVEMENT

PC PLUMBING CONTRACTOR

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERM PERMANENT

PL PLATE

PLAS PLASTER

PLAST PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLYIS

POLYISOCYANURATE

INSULATION

PR PAIR

PREP PREPARE (ATION)

PROJ PROJECT (ION)

PROP PROPERTY

PRTN PARTITION

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAINTED

ABBREVIATIONS

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

RECP RECEPTICLE

REF REFERENCE

REFL REFLECT (ED), (IVE), (OR)

REFR REFRIGERATOR,

REFRIGERATION

REINF REINFORCE (D), (ING)

REQD REQUIRED

RES RESILIENT

RET RETURN, RETAINING

REV REVISION (S), REVISED

RH RIGHT HAND

RI RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RUBR RUBBER

S SOUTH

SA SUPPLY AIR

SAD SADDLE

SAN SANITARY

SC SOLID CORE

SCH SCHEDULE

SCW SOLID CORED WOOD

SDT STATIC DISSIPATIVE TILE

SECT SECTION

SF SQUARE FOOT (FEET)

SG SPANDREL GLASS

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SP SPECIAL

SPEC SPECIFICATION (S)

SPKR SPEAKER

SPL SPANDREL PANEL

SQ SQUARE

SS SOLID SURFACE

SST STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURE (AL)

SURF SURFACE

SUSP SUSPENDED

SW SWITCH

SY SQUARE YARD

SYM SYMMETRY (ICAL)

SYS SYSTEM

ABBREVIATIONS

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T&P TAPE & PRIME

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY

TERR TERRAZZO

THK THICK (NESS)

TO TOP OF

TOL TOLERANCE

TOS TOP OF STEEL

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TRANS TRANSVERSE

TS TERMINATION STRIP

TV TELEVISION

TYP TYPICAL

TYPOS TYPICAL OTHER SIDE

UC UNDERCUT

UH UNIT HEATER

UL UNDERWRITERS'

LABORATORIES

UNEX UNEXCAVATED

UNF UNFINISHED

UON UNLESS OTHERWISE

NOTED

UR URINAL

VAR VARIES (ABLE)

VB VINYL BASE

VC VINYL COVE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VG VISION GLASS

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WNCT WAINSCOTING

WP WATERPROOFED (ING)

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XPS EXTRUDED POLYSTYRENE

INSULATION

WALL TYPE 920:

UL --

RATING 0 HOUR

STC ---

METAL STUD / BATT INSULATION / GYPSUM WALL BOARD

3 5/8" 25 GAUGE

CORROSION-PROTECTED

STEEL STUDS AT 24" O.C.

(MAX)

BATT INSULATION

3 5/8" 25 GAUGE

CORROSION-PROTECTED

STEEL RUNNERS

(1) LAYER 5/8" GWB EACH

SIDE

B.O. DECK

SLAB

WALL TYPE 980:

UL --

RATING 0 HOUR

STC ---

METAL STUD / GYPSUM WALL BOARD

3 5/8" 20 GAUGE

CORROSION-PROTECTED

STEEL STUDS AT 16" O.C.

(MAX)

(1) LAYER 5/8" GWB ONE

SIDE

3 5/8" 20 GAUGE

CORROSION-PROTECTED

STEEL RUNNERS

R-13 BATT INSULATION

B.O. DECK

SLAB

4 1/4"

WALL TYPE 920a:

UL U419 (NON-BEARING)

RATING 1 HOUR

STC ---

METAL STUD / BATT INSULATION / GYPSUM WALL BOARD

3 5/8" 25 GAUGE

CORROSION-PROTECTED

STEEL STUDS AT 24" O.C.

(MAX)

BATT INSULATION

3 5/8" 25 GAUGE

CORROSION-PROTECTED

STEEL RUNNERS

(1) LAYER 5/8" TYPE "X" GWB

EACH SIDE

B.O. DECK

SLAB

920A

WALL TYPE 910:

UL --

RATING 0 HOUR

STC ---

METAL STUD / GYPSUM WALL BOARD

3 5/8" 20 GAUGE

CORROSION-PROTECTED

STEEL STUDS AT 24" O.C.

(MAX)

(1) LAYER 5/8" GWB EACH

SIDE

3 5/8" 20 GAUGE

CORROSION-PROTECTED

STEEL RUNNERS

B.O. DECK

SLAB

B.O. DECK

WALL TYPE 921:

UL --

RATING 0 HOUR

STC ---

METAL STUD/ PLYWOOD/ GYPSUM WALL BOARD

3 5/8" 16 GAUGE CORROSION-

PROTECTED STEEL STUDS AT

16" O.C. WITH HORIZONTAL

BRACING AS REQUIRED

(1) LAYER 5/8" GWB

16 GA CORROSION-

PROTECTED STEEL RUNNER,

TOP & BOTTOM, ANCHORED

WITH PAF @ 16" O.C. AND

BEDDED IN (2) CONTINUOUS

BEADS OF ACOUSTICAL

SEALANT

SEALANT BOTH SIDES

ACOUSTIC INSULATION

SEALANT BOTH SIDES

(1) LAYER 5/8" (16 mm)

TYPE 'X' FIRE RETARDANT

GWB

(1) LAYER 5/8" (16 mm)

PLYWOOD

SLAB

9 1 0 b s

SPEC. CATEGORY

PARTITION CATEGORY

FIRE RATING

SEQUENCE NUMBER

SPECIFICATION CATEGORY

CONCRETE

MASONRY

WOOD STUD

METAL STUD

PARTITION CATEGORY

EXISTING

NO SPECIALTIES

INSULATION

TILE (CEMENT BACKER)

LEAD LINING

SECURITY MESH

(RESERVED)

SHAFT

SEQUENCE NUMBER

(UNASSIGNED)

FIRE RATING

s a as b bs c cs d ds

NOT RATED

SMOKE RATED

1 HOUR

1 HOUR, SMOKE RATED

2 HOUR

2 HOUR, SMOKE RATED

3 HOUR

3 HOUR, SMOKE RATED

4 HOUR

4 HOUR, SMOKE RATED

NOTCHED STUD TRACK,

MIN 20 GA.

V A

S S

E E

D E

T A

PROVIDE BLOCKING WHERE

FASTENERS ARE LOCATED AT

WALL MOUNTED ITEMS

(TYPICAL). SECURE BLOCKING

W/ 2 SCREWS PER STUD

SCHEDULED PARTITION

FRAMING

SCHEDULED PARTITION

SHEATHING

WALL TYPE 922:

UL --

RATING 0 HOUR

STC ---

METAL STUD / PLYWOOD/ 1" AIRSPACE/ SIDING

8" 20 GAUGE CORROSION-

PROTECTED STEEL STUDS

AT 16" O.C. (MAX)

8" 20 GAUGE CORROSION-

PROTECTED STEEL

RUNNERS

5/8" PLYWOOD

SHEATHING EACH SIDE

B.O.D. FIBER CEMENT

BOARD EACH SIDE

UV RESISTANT BARRIER

ON EXTERIOR SIDE

1" VERT. HAT OR "Z"

CHANNEL SPACED PER

PANEL FASTENERS

T.O. VESTIBULE

SLAB

WALL TYPE 982:

UL --

RATING 0 HOUR

STC ---

METAL STUD / RIGID INSULATION/ GYPSUM WALL BOARD

2 1/2" 20 GAUGE

CORROSION-PROTECTED

STEEL STUDS AT 16" O.C.

(MAX)

(1) LAYER 5/8" GWB ONE

SIDE

2 1/2" 20 GAUGE

CORROSION-PROTECTED

STEEL RUNNERS

2 1/2" LOW DENSITY RIGID

INSULATION

B.O. DECK

SLAB

WALL TYPE 981:

UL --

RATING 0 HOUR

STC ---

METAL STUD / RIGID INSULATION/ GYPSUM WALL BOARD

6" 20 GAUGE CORROSION-

PROTECTED STEEL STUDS

AT 16" O.C. (MAX)

(1) LAYER 5/8" GWB ONE

SIDE

6" 20 GAUGE CORROSION-

PROTECTED STEEL

RUNNERS

R19 BATT INSULATION

B.O. DECK

SLAB

NOTES:

1. GWB FINISH LEVEL 4, PRIMED +(2) FINISH COATS SLAB TO CEILING.

PROVIDE FINISH LEVEL 3 ABOVE CEILING. JOINTS BETWEEN GWB AND

PLYWOOD SHALL BE STAGGERED. PAINT FULL HEIGHT SLAB TO SLAB.

2. SCRIBE & SEAL GWB AND PLYWOOD TO FIT CONTOUR OF

STRUCTURAL METAL DECK OR PENETRATIONS.

3. ON THE SECURE SIDE OF THE WALL, INSTALL ONE LAYER OF 5/8" (16

mm) PLYWOOD ON 8' (2438 mm) VERTICAL AND 4' (1219 mm)

HORIZONTAL. SECURE PLYWOOD TO THE METAL FRAMING WITH AN

APPROVED CONSTRUCTION ADHESIVE AND STEEL #10 SELF-TAPPING

SCREWS AT 12" (305 mm) O.C. MAX. VERTICALLY(@ EACH STUD) AND 12" (305 mm) O.C. HORIZONTALLY (AT TOP & BOTTOM TRACK). USE FIRE

RETARDANT PLYWOOD. DO NOT COVER PLYWOOD PRIOR TO

INSPECTION BY GOVERNMENT.

4. PARTITIONS SHALL BE SEALED CONTINUOUSLY AT PERIMETER WITH

AN ACOUSTICAL SEALANT WHEREVER IT ABUTS ANOTHER ELEMENT

(I.E. WALL, COLUMN, FLOOR, CEILING DECK, OR MULLION).

5. PROVIDE FIRE SAFE NON-SHRINK GROUT AT ALL VOIDS IN EXCESS OF

1/2" (13 mm) AT UNDERSIDE OF TRACK INSTALLED ON CONCRETE

SLAB.

6. DUCT PENETRATIONS OVER 96 SQUARE INCHES (61935 SQUARE mm)

THROUGH THE PARTITION SHALL BE PROTECTED WITH MAN BARS.

DUCTS WITH ANY DIMENSIONS LESS THAN 6" (152 mm) DO NOT REQUIRE MAN BARS. IF MAN BARS ARE PROVIDED, A 12"x12" (305 X 305

mm) INSPECTION PORT AND ACCESS HATCH SHALL BE INSTALLED ON

THE DUCT ON THE SECURE SIDE OF THE PARTITION. REFER TO

DETAIL.

7. ALL RETURN AIR PENETRATIONS SHALL BE PROVIDED WITH SOUND

ATTENUATING "Z"-DUCT. REFER TO DETAIL.

8. ALL PENETRATIONS THROUGH THE PARTITION SHALL BE SEALED ALL

AROUND ON BOTH SIDES OF WALL TO ELIMINATE GAPS BETWEEN THE

PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS SHALL

PENETRATE THE WALL W/ SLEEVE.

9. ALL UTILITY (POWER & SIGNAL) DISTRIBUTION ON THE SECURE SIDE

OF PARTITION SHALL BE SURFACE MOUNTED, CONTAINED IN A

RACEWAY, OR AN ADDITIONAL WALL SHALL BE CONSTRUCTED USING

FURRING STRIPS AS A STAND-OFF FROM THE BASE WALL ASSEMBLY.

2 x 6 NOMINAL BLOCKING

V A

S S

E E

D E

T A

PROVIDE WOOD BLOCKING

WHERE FASTENERS ARE

LOCATED AT WALL

MOUNTED ITEMS (TYPICAL).

SECURE BLOCKING W/ 3

SCREWS PER STUD

SCHEDULED PARTITION

FRAMING

SCHEDULED PARTITION

SHEATHING

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:06:55 PM

5 50A002 02/02/2024

PARTITION TYPES

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

PARTITION NOTES - CMU (PATCHING OF EXISTING WALLS ONLY)

1 INTERIOR PARTITIONS OF CONCRETE MASONRY UNITS (CMU) ARE SPECIFICALLY INDICATED ON FLOOR PLANS.

ALL PARTITIONS TO BE EXISTING CMU UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE NOMINAL TO FACE

OF CMU.

2 PROVIDE JOINT REINFORCEMENT EVERY TWO COURSES, 16" OC, PROVIDE VERTICAL ROD REINFORCEMENT IN GROUTED CORES WHERE INDICATED BY STRUCTURAL SPECIFICATIONS AND AT ALL WALL INTERSECTIONS

AND OPENINGS (DOORS, WINDOWS, NICHES, PASSAGES, ETC.).

3 ALL PARTITIONS TO EXTEND FULL HEIGHT TO UNDERSIDE OF DECK UNLESS OTHERWISE NOTED. PROVIDE PARTITION TOP ANCHORS, 24” OC WHERE PARTITIONS ARE NOT BRACED BY STRUCTURAL FRAMING (HOHMANN BARDARD PTA SERIES TO SUIT JOB CONDITION OR EQUAL) TO STABILIZE PARTITIONS AT TOP OF

WALL.

4 PROVIDE ACOUSTICAL SEALANT AT ALL ELECTRICAL OUTLETS, PENETRATIONS, CAPS AND OPENINGS.

5 ALL MASONRY OPENINGS TO RECEIVE LINTELS. SEE LINTEL SCHEDULE FOR TYPES. SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OPENING LOCATIONS.

PARTITION NOTES - GWB

1 ALL DIMENSIONS ARE NOMINAL TO FACE OF GWB. WHERE CERAMIC TILE IS SCHEDULED, DIMENSIONS ARE TO

FACE OF GWB.

2 ALL METAL FRAMING TO BE 3 5/8” UNLESS OTHERWISE NOTED. METAL STUDS TO BE PLACED 16” ON CENTER.

WHERE REQUIRED STUD WIDTH CANNOT BE INSTALLED, PROVIDE STUD WIDTH, FRAMING OF SUITABLE GAGE

AND STYLE TO SUIT JOB CONDITION.

3 ALL GYPSUM BOARD (GWB) TO BE 5/8” TYPE-X 1 HOUR FIRE RATED. AT SHOWER, TUB, LOCKER ROOM OR WET AREAS ALL GWB (CEILINGS OR PARTITIONS) TO BE MOISTURE RESISTANT TYPE. AT CERAMIC TILE AREAS PROVIDE CEMENT BACKER UNIT (CEMENT BOARD) IN LIEU OF GWB TO RECEIVE CERAMIC TILE.

4 PROVIDE ACOUSTICAL SEALANT AT ALL PARTITIONS, PERIMETERS, RUNNERS, ELECTRICAL OUTLETS, PENETRATIONS AND OPENINGS, TO MINIMIZE SOUND TRANSMISSION. ELECTRICAL OUTLETS SHALL BE

SEPARATED BY MINIMUM ONE STUD, BACK TO BACK RECEPTACLES ARE NOT ACCEPTABLE.

5 ALL PARTITIONS TO RECEIVE 3” SOUND ATTENUATION BLANKET UNLESS INDICATED IN PARTITION REMARKS

SECTION OF PARTITION SYMBOL.

6 PROVIDE FIRE RATED PARTITIONS WHERE INDICATED. FIRE STOP/FIRE SAFE AND SMOKE STOP ALL PENETRATIONS THROUGH PARTITIONS, GAPS AND JOINTS. ALL FIRE RATED PARTITION ASSEMBLIES SHALL EXTEND FULL HEIGHT UNLESS OTHERWISE NOTED. FIRE RATED PARTITION TERMINATIONS SHALL BE FIRE STOPPED/FIRE SAFED TO PROVIDE THE SCHEDULED FIRE RESISTANCE RATING. REFER TO BUILDING CODE

REVIEW PLAN(S).

7 WHERE GWB PARTITION EDGE ALIGNS WITH CMU PARTITION EDGE, ADJUST ALIGNMENT SO THAT GWB

SURFACE LAMINATES OVER CMU, EXTEND GWB TO CORNER.

8 METAL STUDS IN CHASE PARTITIONS TO BE BRACED TO EACH OTHER AT 1/3 POINTS.

9 PROVIDE SOLID BLOCKING AT ALL WALLS RECEIVING WALL MOUNTED EQUIPMENT AND/OR ACCESSORIES.

COORDINATE WITH ALL TRADES AND OWNERS EQUIPMENT/FURNITURE LAYOUTS.

10 ALL RECESSED ITEMS SUCH AS ELECTRICAL PANELS, FIRE HOSE AND EXTINGUISHER CABINETS, ETC., LOCATED IN FIRE RATED PARTITION ASSEMBLIES SHALL BE BACKED W/ GWB AS REQUIRED TO MAINTAIN FIRE

RESISTANCE RATING.

11 WHERE INSULATION EXTENDS FULL HEIGHT AND IS NOT CONCEALED BY GYPSUM BOARD, PROVIDE

COMPRESSION RODS OR SUITABLE FRAMING TO SUPPORT INSULATION.

12 GWB CONSTRUCTION SHALL BE ISOLATED WITH CONTROL JOINTS WHERE:

- PARTITIONS OR CEILINGS OF DISSIMILAR CONSTRUCTION MEET AND REMAIN IN THE SAME PLANE.

- WHERE WINGS OF “L”, “U”, & “T” SHAPED CEILING AREAS ARE JOINED.

- EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE OR WALL CONSTRUCTION. PROVIDE CONTROL JOINTS IN THE FACE OF GWB PARTITIONS AND CEILINGS WHEN THE SIZE OF THE SURFACE EXCEEDS

THE FOLLOWING CONTROL JOINT SPACING:

- PARTITIONS: 30’ MAXIMUM IN EITHER DIRECTION.

- INTERIOR CEILINGS: 50’ MAX IN EITHER DIRECTION (W/PERIMETER RELIEF). 30’ MAX IN EITHER DIRECTION (W/O

PERIMETER RELIEF).

13 PARTITION TYPES ARE INDICATED ON FLOOR PLANS. EACH PARTITION TYPE SCHEDULED PROVIDES A COMPLETE ASSEMBLY DESCRIPTION INCLUDING METAL STUD SIZE, THICKNESS AND NUMBER OF LAYERS OF GWB REQUIRED. SOUND ATTENUATION BLANKET, AND OTHER DATA, WHERE PARTITION TYPES ARE NOT

INDICATED ON FLOOR PLANS, PROVED THE FOLLOWING:

- 3 5/8” METAL STUDS, (MIN GAUGE OF 20)

- (1) LAYER 5/8” GWB (BOTH SIDES).

- SOUND ATTENUATION BLANKET IN STUD CAVITY.

PARTITION TYPE CODE EXAMPLE

3/4" = 1'-0"A002

1 TYPICAL METAL BLOCKING DETAIL

3/4" = 1'-0"A002

2 TYPICAL WOOD BLOCKING DETAIL

APPLICABLE MODEL CODES, STANDARDS AND REFERENCE DOCUMENTS

PERTINENT TO THE PROJECT ARE AS FOLLOWS:

• UNIFIED FACILITIES CRITERIA (UFC) LATEST VERSION

• CORE UFC

• INTERNATIONAL BUILDING CODE (2018 IBC)

• INTERNATIONAL EXISTING BUILDING CODE (2018 IEBC)

• INTERNATIONAL FUEL AND GAS CODE (IFGC); NFPA 54 AND NFPA 58

• INTERNATIONAL MECHANICAL CODE (IMC); UFC 3-410-01

• INTERNATIONAL PLUMBING CODE (IPC); UFC 3-420-01

• INTERNATIONAL FIRE CODE (IFC); UFC 3-600-01, NFPA 1

• INTERNATIONAL ENERGY CONSERVATION CODE (IECC); UFC 1-200-02,

ASHRAE 90.1 & ASHRAE 189.1

• NATIONAL ELECTRIC CODE (NEC); UFC 3-501-01, NFPA 70

• NFPA 101 LIFE SAFETY CODE 2018

• ICC A117.1 2009 ACCESSIBLE AND USEABLE BUILDING AND FACILITIES

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

• UNIFORM FEDERAL ACCESSIBILITY STANDARDS

• AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

• AFI, PROGRAMMING CIVIL ENGINEERING RESOURCES

• AIR FORCE HANDBOOK 32-1084, STANDARD FACILITY REQUIREMENTS

HANDBOOK

• DoD UNIFIED DESIGN GUIDANCE

1 2 3 4 5 6

DIAGONAL

85' - 6 5/8"

1180 SF

LABORATORY

150 SF

MECHANICAL

ROOM

99 SF

ELECTRICAL

ROOM

268 SF

SECURE LAB

155 SF

COMMUNICATIONS

ROOM

129 SF

BREAK ROOM

22 SF

JANITOR CLOSET

75 SF

UNISEX

RESTROOM

77 SF

UNISEX

RESTROOM

40 SF

ENTRY

45 SF

VESTIBULE

319 SF

CORRIDOR

326 SF

CONFERENCE

ROOM

Not

Enclosed

WINDSCREEN

203 SF

SECURE LAB

66' - 5"

E.A.T.D.

27' - 11"

C.P.E.T

23' - 10"

E.A.T.D.

27' - 11"

C.P.E.T

EXIT ACCESS TRAVEL

DISTANCE

EXIT SIGN

1-HOUR FIRE BARRIER

COMMON PATH OF

TRAVEL

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

BLDG #

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate, Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

B1624

CONSULTANT:

2/12/2024 1:06:55 PM

6 50A003 02/02/2024

CODE REVIEW & EGRESS

PLAN

ALTER/ REPAIR B1624,

IRISH HILL

RTWC160307AE

KRS

DBH

APPLICABLE CODES

3/16" = 1'-0"A003

2 EGRESS PLAN

OCCUPANT LOAD: 34 OCCUPANTS

REQUIRED MINIMUM CORRIDOR WIDTH: 36" WITH < 50 OCCUPANTS

PROVIDED MINIMUM CORRIDOR WIDTH: 56"

REQUIRED DOOR WIDTH: 7" (34 X .2 = 6.8")

PROVIDED DOOR WIDTH: 108"

CODE PLAN LEGEND

EXIT ACCESS TRAVEL DISTANCE

PATH MARK LENGTH

CPET 1 27' - 10 3/4"

EATD 1 66' - 4 3/4"

94' - 3 1/2"

CPET 2 27' - 10 3/4"

EATD 2 23' - 9 3/4"

51' - 8 1/2"

1. COMMON PATH (CPET) SHALL NOT EXCEED 75'. (39.2.5.3.3)

2. EXIT ACCESS TRAVEL DISTANCE (CPET + EATD) TOTAL SHALL

NOT EXCEED 200'. (39.2.6.2.)

3. DEAD END CORRIDORS SHALL NOT EXCEED 50' (39.2.5.2)

CODE REVIEW

SECTION DESCRIPTION REQUIRED PROVIDED

CHAPTER 9: FIRE PROTECTION SYSTEM

903.2 AUTOMATIC SPRINKLER

SYSTEM - WHERE REQUIRED.

AUTOMATIC SPRINKLER SYSTEM NOT

REQUIRED

N/A

906.1 PORTABLE FIRE EXTINGUISHER

SYSTEMS

SHALL BE REQUIRED AND INSTALLED

IN GROUP B OCCUPANCIES

EXTINGUISHERS PROVIDED

CHAPTER 11: ACCESSIBILITY

1101 GENERAL REFER TO REQUIREMENTS OF (ABAAS)

CHAPTER 12: INTERIOR ENVIRONMENT

1203 VENTILATION BUILDINGS SHALL BE PROVIDED WITH

NATURAL VENTILATION ACCORDING TO THE

INTERNATIONAL MECHANICAL CODE.

REFER TO MECHANICAL DRAWINGS

1204 TEMPERATURE CONTROL SHALL BE PROVIDED WITH ACTIVE OR

PASSIVE HEATING SYSTEMS CAPABLE OF

MAINTAINING INTERIOR TEMPERATURES OF 68

DEGREES FAHRENHEIT.

REFER TO MECHANICAL DRAWINGS

1205 LIGHTING NATURAL LIGHT- 8% NET FLOOR

ARTIFICIAL LIGHT- 10 FC 30" AFF

REFER TO ELECTRICAL DRAWINGS.

1208.1 MINIMUM ROOM WIDTH 7'-0" FOR HABITABLE SPACES, 3'-0" IN

KITCHENS

ROOMS COMPLY. REFER TO DRAWINGS.

1208.2 CEILING HEIGHTS 7'-6" MINIMUM MINIMUM CEILING HEIGHT IS 9'-0".

1208.2 CEILING HEIGHTS (KITCHEN, BATH,

STORAGE)

7'-0" MINIMUM MINIMUM CEILING HEIGHT IS 9'-0".

CHAPTER 13: ENERGY EFFICIENCY

1301 REQUIRES DESIGN AND COMPLIANCE

WITH INTERNATIONAL ENERGY CODE

CODE REVIEW

SECTION DESCRIPTION REQUIRED PROVIDED

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018

CHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS

301.3.2 WORK AREA COMPLIANCE METHOD WILL COMPLY WITH CHAPTERS 6-12

CHAPTER 6: CLASSIFICATION OF WORK

603.1 LEVEL 2 ALTERATION COMPLY WITH CHAPTER 7-8 SEE SECTIONS BELOW.

605 CHANGE IN OCCUPANCY COMPLY WITH CHAPTER 10 NOT ALTERED BY SCOPE

CHAPTER 7: ALTERATIONS LEVEL 1

702.1 INTERIOR FINISHES COMPLY WITH IBC CHAPTER 8 SEE SEE IBC CHAPTER 8

702.2 INTERIOR FLOOR FINISH COMPLY WITH IBC SECTION 804 SEE IBC SECTION 804

702.3 INTERIOR TRIM COMPLY WITH IBC SECTION 806 SEE IBC SECTION 806

CHAPTER 8: ALTERATIONS LEVEL 2

801.2 ALTERATIONS LEVEL 1 COMPLIANCE COMPLY WITH IEBC CHAPTER 7 SEE SECTION ABOVE.

803.2.2 AUTOMATIC SPRINKLER SYSTEMS SPRINKLERS NOT

REQUIRED.

N/R - REQUIREMENTS FOR SPRINKLER NOT APPLICABLE

PER SECTION

803.4 FIRE ALARM DETECTION EXISTING FIRE ALARM SYSTEM TO BE MODIFIED PER

NEW LAYOUT

805.6 DEAD END CORRIDORS SHALL NOT EXCEED 35 FEET.

806.1 STRUCTURAL COMPLY WITH SECTION 806. DESIGN COMPLIES REFER TO STRUCTURAL DRAWINGS

807.1 ELECTRICAL COMPLY WITH NFPA 70 REFER TO MEP DRAWINGS

808.2 MECHANICAL - ALTERED EXISTING

SYSTEMS

IF EXISTING SYSTEM IS ALTERED OR

RECONFIGURED, 5CFM OA AND 15 CFM

VENTILATION OR NOT LESS THAN ASHRAE 62

REFER TO MECHANICAL DRAWINGS

809.1 PLUMBING N/A - OCCUPANT LOAD IS NOT INCREASED BY

20%

REFER TO PLUMBING DRAWINGS

810 ENERGY CONSERVATION NEW CONSTRUCTION ONLY SHALL COMPLY

WITH IECC REQUIREMENTS

DESIGN COMPLIES

INTERNATIONAL BUILDING CODE (IBC) 2018

CHAPTER 3: USE & OCCUPANCY CLASSIFICATION

304.1 BUSINESS GROUP B OFFICE, PROFESSIONAL SERVICE, LABORATORIES EXISTING BUSINESS OCCUPANCY

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

503 HEIGHT AND AREA LIMITATIONS HEIGHT AND BUILDING AREA SHALL NOT

EXCEED LIMITS SPECIFIED IN 504 & 506.

BUILDING HEIGHT AND AREA NOT ALTERED BY SCOPE

504 BUILDING HEIGHT AND NUMBER OF

STORIES

BUILDING HEIGHT AND NUMBER OF STORIES

SHALL BE BASED ON TYPE OF CONSTRUCTION

AND WHETHER AN AUTOMATIC SPRINKLER

SYSTEM IS EQUIPPED.

BUILDING HEIGHT AND NUMBER OF STORIES NOT

ALTERED BY SCOPE

504.3 TABLE ALLOWABLE HEIGHT IN FEET ABOVE

GRADE PLANE

REFER TO TABLE FOR ALLOWABLE HEIGHT IN

FEET.

BUILDING HEIGHT NOT ALTERED BY SCOPE

TOTAL HEIGHT: EXIST 1 STORY BUILDING HEIGHT NOT ALTERED BY SCOPE

506 BUILDING AREA DETERMINATION BUILDING AREA SHALL BE DETERMINED BY

TYPE OF CONSTRUCTION, OCCUPANCY,

AUTOMATIC SPRINKLER SYSTEM AND

AMOUNT OF FRONTAGE.

BUILDING AREA NOT ALTERED BY SCOPE

506.2 ALLOWABLE AREA DETERMINATION EXISTING BUILDING AREA NOT ALTERED BY SCOPE

506.3 FRONTAGE INCREASE EXISTING BUILDING FRONTAGE NOT ALTERED BY SCOPE.

TOTAL AREA: EXISTING: APPROX. SF. BUILDING FRONTAGE NOT ALTERED BY SCOPE.

CHAPTER 6: TYPES OF CONSTRUCTION

601 TYPE IIB BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE PRIMARY FRAME 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE BEARING WALL - EXTERIOR 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE BEARING WALL - INTERIOR 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE NON BEARING WALL - EXTERIOR 0 HOURS (T. 602) BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE NON BEARING WALL - INTERIOR 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE FLOOR CONSTRUCTION 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

601 TABLE ROOF CONSTRUCTION 0 HOURS BUILDING TYPE NOT ALTERED BY SCOPE.

602 TABLE FIRE SEPARATION DISTANCE > 30 FEET REQUIRED 0 HOUR BUILDING TYPE NOT ALTERED BY SCOPE.

602.2 TYPE IIB ALL MATERIALS MADE FROM

NONCOMBUSTIBLE MATERIALS UNLESS

ALLOWED BY 603

ALL MATERIALS USED TO BUILD OUT THE CONTRACT

DOCUMENTS WILL BE NON-COMBUSTIBLE, EXCEPT AS

PERMITTED IN SECTION 603.

CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES

705 EXTERIOR WALLS EXTERIOR WALLS TO COMPLY WITH SECTION

705.

N/A - EXTERIOR WALLS NOT ALTERED BY SCOPE.

706.1 FIRE WALLS FIRE WALLS SHALL BE CONSTRUCTED

ACCORDING TO 706.2 THROUGH 706.11

N/A - FIRE WALLS NOT ALTERED BY SCOPE.

706.1.1 PARTY WALLS ANY WALL LOCATED ON A LOT LINE BETWEEN

TWO BUILDINGS SHALL BE CONSTRUCTED AS

A FIRE WALL IN ACCORDANCE TO SECTION

706.

N/A - PARTY WALLS NOT ALTERED BY SCOPE.

707 FIRE BARRIERS FIRE BARRIERS AS REQUIRED SHALL COMPLY

WITH SECTION 707

N/A WITH ACCESSORY OCCUPANCIES

708 FIRE PARTITIONS WALL ASSEMBLIES SHALL COMPLY WITH

SECTION 708.

N/A - FIRE PARTITIONS NOT ALTERED BY SCOPE.

709 SMOKE BARRIERS VERTICAL AND HORIZONTAL SMOKE

BARRIERS ARE TO COMPLY WITH THIS

SECTION.

N/A - SMOKE BARRIERS NOT ALTERED BY SCOPE.

710 SMOKE PARTITIONS N/A N/A

713 SHAFT ENCLOSURES SHAFTS REQUIRED TO PROTECT OPENINGS

AND PENETRATIONS THROUGH

FLOOR/CEILINGS AND ROOF/CEILING

ASSEMBLIES SHALL COMPLY WITH SECTION

713.

SHAFTS ENCLOSURES NOT ALTERED BY SCOPE.

714 PENETRATIONS THROUGH PENETRATIONS SHALL BE

PROTECTED USING SYSTEMS INSTALLED AS

TESTED IN THE APPROVED

FIRE-RESISTANCE-RATED ASSEMBLY.

714.5.1 HORIZONTAL ASSEMBLIES - THROUGH

PENETRATIONS

PENETRATIONS OF A FIRE RESISTANCE

RATED FLOOR/CEILING ASSEMBLY SHALL BE

PROTECTED USING SYSTEMS INSTALLED AS

TESTED IN THE APPROVED

FIRE-RESISTANCE-RATED ASSEMBLY.

N/A THROUGH PENETRATIONS NOT ALTERED BY SCOPE

715 FIRE-RESISTANT JOINT SYSTEM JOINTS INSTALLED IN

FIRE-RESISTANCE-RATED WALLS SHALL BE

PROTECTED BY AN APPROVED RESISTANT

JOINT SYSTEM.

JOINTS OF FIRE PARTITIONS HAVE BEEN PROVIDED

WITH AN APPROVED FIRE-RESISTANT JOINT SYSTEM.

716 OPENING PROTECTIVE OPENING PROTECTIVES SHALL COMPLY WITH

SECTION 716

N/A

PROTECTION OF OPENINGS IN SMOKE

BARRIERS

1 HOUR REQUIRED. SMOKE BARRIERS NOT ALTERED BY SCOPE.

717 DUCTS AND AIR TRANSFER OPENINGS 1.5 HOUR REQUIRED AT RATED

PENETRATIONS

REFER TO MEP DRAWINGS

720 THERMAL- AND SOUND- INSULATING

MATERIALS

720.2 CONCEALED INSULATION FLAME SPREAD INDEX > 25

SMOKE-DEVELOPED INDEX <450.

CONCEALED INSULATION SCHEDULED TO HAVE A

MAXIMUM FLAME SPREAD OF 25 AND

SMOKE-DEVELOPED INDEX OF 450.

720.3 EXPOSED INSTALLATION FLAME SPREAD INDEX < 25

SMOKE-DEVELOPED INDEX <450.

EXPOSED INSTALLATION SCHEDULED TO HAVE A

MAXIMUM FLAME SPREAD OF 25 AND

SMOKE-DEVELOPED INDEX OF 450.

CHAPTER 8: INTERIOR FINISHES

803.13 TABLE INTERIOR FINISH REQUIREMENTS BASED

ON OCCUPANCY

GROUP B, NONSPRINKLERED

305.1 ACCESSIBILITY FOR EXISTING BUILDINGS REFER TO ABAAS REGULATIONS FOR

ACCESSIBILITY REQUIREMENTS

702.6 MATERIALS AND METHODS COMPLY WITH MATERIALS AND METHODS

REQUIREMENTS IN IBC, IECC, IMC & IPC.

703.1

704.1

706.1

FIRE PROTECTION

MEANS OF EGRESS

STRUCTURAL

ALTERATIONS SHALL BE DONE IN A MANNER THAT

MAINTAINS THE LEVEL OF FIRE PROTECTION

PROVIDED.

WHERE ALTERATION WORK INCLUDES

REPLACEMENT OF EQUIPMENTS THAT IS

SUPPORTED BY THE BUILDING, THE PROVISIONS OF

SECTION 706 SHALL APPLY.

SEE SECTION ABOVE.

DESIGN COMPLIES

N/A THROUGH PENETRATIONS NOT ALTERED BY SCOPE

DESIGN COMPLIES

CHAPTER 10: EGRESS

906.3(1) TABLE FIRE EXTINGUISHER CLASS ORDINARY HAZARD (1) 2-A EXTINGUISHER

PER 3000 SF. MAX 75' TRAVEL BETWEEN

EXTINGUISHERS.

PROVIDED PER SCHEDULE

907.2 FIRE ALARM SYSTEM NOT REQUIRED EXISTING PROVIDED AND

MODIFIED AS REQUIRED

LIFE SAFETY CODE (NFPA 101 2018)

CHAPTER 4 GENERAL

4 GENERAL

4.5.3.1 MEANS OF EGRESS 2 REQUIRED TWO PROVIDED

4.5.3.2 UNOBSTRUCTED EGRESS REMAIN UNOBSTRUCTED EGRESS UNOBSTRUCTED

4.5.3.3 EXIT SHALL BE CLEARLY VISIBLE EXIT SIGNS PROVIDED

CHAPTER 6 CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENTS

6 CLASSIFICATION OF OCCUPANCY

6.1.11 BUSINESS OCCUPANCY COMPLY W/ CHAPTER 39 SEE SECTION 39 BELOW FOR

EXISTING BUSINESS

CHAPTER 7 MEANS OF EGRESS

7.1.3.1 EXIT ACCESS CORRIDORS 1-HOUR FIRE RESISTANCE RATING EXCEPTION (1), NO CHANGE IN

OCCUPANCY, REFER TO 39.3.6

7.1.3.2.2 EXIT ENCLOSURE CONTINUOUS PROTECTED PATH OF TRAVEL TO AN

EXIT DISCHARGE.

PATH OF TRAVEL IS

CONTINUOUS & PROTECTED

7.1.10.1 GENERAL MEANS OF EGRESS...FREE OF OBSTRUCTIONS DESIGN COMPLIES

7.2 MEANS OF EGRESS COMPONENTS

7.2.1.4.3 DOOR LEAF ENCROACHMENT 7" MAX PROJECTING INTO REQUIRED CLEAR WIDTH

WHEN FULLY OPEN

DESIGN COMPLIES

7.2.2 STAIRS NOT ALTERED BY SCOPE

7.3 CAPACITY OF MEANS OF EGRESS SPACE EGRESS DOOR CAPACITY

IS SUFFICIENT

7.3.3.1 EGRESS CAPACITY FACTORSEX STAIRWAYS:

LEVEL COMPONENTS:

0.3"/ PERSON

0.2"/ PERSON

7.3.4.1.2 EXISTING BUILDING, WIDTH OF EXIT

ACCESS

NOT LESS THAN 28 IN. DESIGN COMPLIES

7.4 NUMBER OF MEANS OF EGRESS

7.4.1.1 THE NUMBER OF MEANS OF EGRESS

FROM EACH STORY

NOT LESS THAN TWO EXISTING BUILDING HAS

SUFFICIENT EXITS - DESIGN

COMPLIES

7.5 ARRANGEMENT OF MEANS OF EGRESS NOT ALTERED BY SCOPE

7.5.1.3.1 EXIT REMOTENESS TO MINIMIZE

POSSIBILITY THAT MORE THAN ONE EXIT

CAN BE BLOCKED BY ANY ONE FIRE

DESIGN COMPLIES

7.5.1.5 DEAD END / COMMON PATH RESTRICTIONS DEAD END CORRIDOR NOT MORE THAN 50' (39.2.5.2)

COMMON PATH NOT MORE THAN 75' (39.2.5.3.3)

DESIGN COMPLIES - SEE CODE

COMPLIANCE PLAN FOR PATHS

7.5.4 ACCESSIBLE MEANS OF EGRESS

7.5.4.1.1 ACCESSIBLE MEANS OF EGRESS ACCESS WITHIN THE ALLOWABLE TRAVEL DISTANCE

SHALL BE PROVIDED TO NOT LESS THAN ONE

ACCESSIBLE AREA OF REFUGE OR ONE ACCESSIBLE

EXIT PROVIDING AN ACCESSIBLE ROUTE TO AN EXIT

DISCHARGE

NOT ALTERED BY SCOPE -

EXISTING ACCESSIBLE ROUTE/

EXITS PROVIDED

7.5.4.3 ACCESSIBLE MEANS OF EGRESS EACH ACCESSIBLE MEANS OF EGRESS SHALL SHALL

BE CONTINUOUS FROM EACH ACCESSIBLE

OCCUPIED AREA TO A PUBLIC WAY OR AREA OF

REGUGE

DESIGN COMPLIES

7.6 MEASUREMENT OF TRAVEL DISTANCE DESIGN COMPLIES - SEE CODE

COMPLIANCE PLANS

7.1 MARKING OF MEANS OF EGRESS DESIGN COMPLIES -

IDENTIFICATION SIGNS

PROVIDED

7.10.1.1 MEANS OF EGRESS ACCORDING TO CHAPTER 39 ACCORDING TO CHAPTER 39

7.10.1.5.2 EXIT SIGNAGE SHALL BE VISIBLE NO TO

EXCEED 100 FT

DESIGN COMPLIES - SEE

ELECTRICAL PLANS

CHAPTER 39 EXISTING BUSINESS OCCUPANCIES

39.1.2 OCCUPANCY BUSINESS EXISTING BUSINESS

39.2 MEANS OF EGRESS REQUIREMENTS NOT ALTERED BY SCOPE

39.2.2.2.1 DOORS COMPLYING WITH 7.2.1. DESIGN COMPLIES

39.2.2.2.5 DELAYED -EGRESS COMPLYING WITH

7.2.6.1. SHALL BE PERMITTED.

N/A NOT ALTERED BY SCOPE

39.2.2.2.7 HORIZONTAL OR VERTICAL SECURITY

GRILLS

N/A NOT ALTERED BY SCOPE

39.2.2.3.1 STAIRS COMPLYING WITH 7.2.2 SHALL BE

PERMITTED.

N/A NOT ALTERED BY SCOPE

39.2.2.4 SMOKEPROOF ENCLOSURES COMPLYING WITH 7.2.3 SHALL BE PERMITTED. NOT ALTERED BY SCOPE

39.2.2.12.1 AREAS OF REFUGE COMPLYING WITH 7.2.12. SHALL BE PERMITTED. NOT ALTERED BY SCOPE

39.2.3.1 CAPACITY OF MEANS OF EGRESS COMPLYING WITH SECTION 7.3. NOT ALTERED BY SCOPE

39…

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