FAKZ169003 TYPE B3 DRAWINGS VOLUME 1 SIGNED.pdf

PDF 36 MB Posted May 24, 2023

Attached to: Aircraft Maintenance Unit (AMU) Federal contract opportunity
Solicitation number: W50S6N-23-B-0001
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details of a forthcoming solicitation for construction services to build an aircraft maintenance unit facility. The USPFO for Alabama intends to issue an invitation for bids to award a single firm fixed-price contract to provide all labor, materials, equipment, and supervision necessary to construct an 18,000 square foot, two-story building at Dannelly Field ANG in Montgomery, Alabama. The project scope includes site work, foundations, structural work, architectural elements, and relocation of existing utilities. The contract duration is 450 calendar days after notice to proceed. This opportunity is set aside 100% for small businesses with a NAICS code of 236210 and size standard of $45,000,000. The estimated value is over $10,000,000. The solicitation and additional information will be available on SAM.gov. Five sole source items are included to ensure compatibility with existing systems.

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Other files for this federal contract opportunity

Other files attached to Aircraft Maintenance Unit (AMU), newest first.
File	Type	Posted
OF 1419 Abstract.pdf	PDF	Jul 11, 2023
RFI Responses 002 .pdf	PDF	Jul 6, 2023
Amendment 0005.pdf	PDF	Jun 29, 2023
W50S6N-23-B-0001 0005.pdf	PDF	Jun 29, 2023
W50S6N-23-B-0001 0004.pdf	PDF	Jun 22, 2023
Amendment 0004.pdf	PDF	Jun 22, 2023
FAKZ169003 Addendum No. 3 SIGNED.pdf	PDF	Jun 21, 2023
Amendment 0003.pdf	PDF	Jun 21, 2023
RFI Responses 001 SIGNED.pdf	PDF	Jun 21, 2023
PreBid sign in sheeet.pdf	PDF	Jun 7, 2023
Pre Bid Slides_ AMU1.pptx	PPTX presentation	Jun 7, 2023
FAKZ169003 AMU TYPE B3 VOLUME II SPECS_SIGNED.pdf	PDF	May 31, 2023
Amendment 0002.pdf	PDF	May 30, 2023
FAKZ169003 Addendum No. 2 SIGNED.pdf	PDF	May 30, 2023
W50S6N-23-B-0001 0002.pdf	PDF	May 30, 2023
J and A for Brand Name-Sole Source - AMU - Best Locks.pdf	PDF	May 24, 2023
EAL.pdf	PDF	May 24, 2023
J and A for Brand Name-Sole Source - AMU - Monaco.pdf	PDF	May 24, 2023
J and A for Brand Name-Sole Source - AMU - Moduline Series Paver System (1).pdf	PDF	May 24, 2023
J and A for Brand Name-Sole Source - AMU - Johnson Controls.pdf	PDF	May 24, 2023
J and A for Brand Name-Sole Source - AMU - Advantar.pdf	PDF	May 24, 2023
FAKZ169003 Addendum No. 1 SIGNED.pdf	PDF	May 24, 2023
J and A for Brand Name-Sole Source - AMU - Moduline Series Paver System.pdf	PDF	May 24, 2023
FAKZ169003 TYPE B3 DRAWINGS VOLUME 2 SIGNED.pdf	PDF	May 24, 2023
Amendment 0001.pdf	PDF	May 24, 2023
W50S6N-23-B-0001.pdf	PDF	May 24, 2023
FAKZ169003 AMU TYPE B3 VOLUME II SPECS.pdf	PDF	May 24, 2023
FAKZ169003 AMU TYPE B3 VOLUME 1 SPECS.pdf	PDF	May 24, 2023

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Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

R C

H .C

O M

(M ) 3

. 2

. 5

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

O R

D E

T1.0

TITLE SHEET

VOLUME 1

A N

D A

N N

Y F

M O

O M

A L

18153

08/01/2021

NJ, SS, LG, JJ

FEL

New Aircraft Maintenance Unit Facility

Montgomery, AL

FAKZ 169003

187th Fighter Wing Dannelly Field -

AL ANG

ARCHITECTURALCIVIL STRUCTURAL MECHANICAL ELECTRICAL

SEAY SEAY & LITCHFIELD, P.C.

1115 SOUTH COURT STREET

MONTGOMERY, AL 36104

334.263.5162

PROFESSIONAL ENGINEERING CONSULTANTS

822 S MCDONGOUGH STREET

MONTGOMERY AL, 36104

334-262-7307

BLACKBURN DANIELS O'BARR

8805 COUNTY ROAD 40 EAST, P.O. BOX 100

LOWNDESBORO AL, 36752

334-265-0206

HHB ENGINEERS, PC

104 JOSIE RUN

PRATTVILLE AL, 36066

334-358-2707

GUNN & ASSOCIATES, P.C.

3102 HIGHWAY 14

MILLBROOK AL, 36054

334-300-4806

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Option #3

Schedule of Bid Options:

Sodding

Option #2 Operable Mesh Shades

Option #1 Interior Upgrades

Option #4 Pedestrian Concourse Upgrades

Option #5 Demountable Partitions

Rev. Description Date

VOLUME 1

Project Title

M on tg om er y

D ot ha n

W W

W .S

R C

H .C

O M

(M ) 3

. 2

. 5

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

O R

D E

T1.1

INDEX - VOLUME 1

A N

D A

N N

Y F

M O

O M

A L

18153

08/01/2021

NJ, SS, LG, JJ

FEL

New Aircraft Maintenance Unit Facility

Montgomery, AL

FAKZ 169003

187th Fighter Wing Dannelly Field - AL ANG

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

1. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE SAFETY OF ALL PERSONS ON SITE DURING

ENTIRE COURSE OF CONSTRUCTION.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF CABINET WORK AND TRIMWORK.

4. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS OF MECHANICAL ROOMS WITH EQUIPMENT. IF

DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.

5. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING HEIGHTS, ABOVE CEILING AREAS AND

STRUCTURAL ELEMENTS.

6. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER RATED

ASSEMBLY.

7. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT

UP TO STRUCTURE AS POSSIBLE.

8. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER, ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS EXPOSED STRUCTURE. CONDUIT LINES, ETC. SHALL RUN AT RIGHT ANGLES OR SEGMENTED

BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

9. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC. W/ SHELVING, TRIM, MARKER BOARDS, AND CABINETRY. MOVE AS REQUIRED TO MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY BOARDS.

GENERAL NOTES

20. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES, LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE ARCHITECT, THAT TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND REGULATIONS.

21. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND AS DETERMINED BY CONTRACTOR.

22. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH ALL TRADES.

CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

23. NEITHER THE ARCHITECT, NOR THE OWNER SHALL BE RESPONSIBLE FOR JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE APPROPRIATE

WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.

24. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR WALLS AND FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A BENCHMARK AND CONTROL LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING ACTUAL FLOOR HEIGHTS AND COORDINATING NEW AND EXISTING FLOORS TO ALIGN.

25. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING CEILING OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO ACCESS COMPONENTS OF ITS SYSTEM AND TO COORDINATE WITH OTHER TRADES SO ACCESS IS

MAINTAINED.

26. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAINS @ 1% SLOPE.

27. COORDINATE WITH OWNER LOCATION TO TELEVISION TO PROVIDE WOOD BLOCKING AT OWNER SPECIFIED LOCATION.

10. REFER TO MECHANICAL FOR ADDITIONAL LOUVERS NOT TAGGED.

11. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE, THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES, CONDUIT, ETC. UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING

OF DISCIPLINES TO ACHIEVE.

12. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

13. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE EITHER OF FIRE RATED CONSTRUCTION OR COORDINATED WITH THE ADJACENT TRADES TO ALLOW THE GYPSUM BOARD TO BE CONTINUOUS BEHIND THE ACCESSORIES.

14. REFER TO CONTRACT DOCUMENTS FOR CONCEALED WOOD BLOCKING REQUIREMENTS.

15. COORDINATE FINAL CEILING HEIGHT WITH ALL WINDOWS. ALL TRADES SHOULD BE ABLE TO FIT WITHIN THE ALLOTTED SPACE IF COORDINATED BY THE GENERAL CONTRACTOR AND EACH TRADE. IF FURR DOWNS ARE REQUIRED TO ACCOMMODATE ABOVE CEILING ITEMS, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE FURR DOWNS AND COORDINATE LOCATIONS WITH THE

ARCHITECT.

16. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE

CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

17. ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.

TRADE CONTRACTORS ARE TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS WITHOUT ARCHITECT'S APPROVAL ARE AT THE TRADE CONTRACTOR'S RISK AND MAY RESULT IN

WORK BEING REWORKED AT THE TRADE CONTRACTOR'S EXPENSE. (MATERIAL AND LABOR)

18. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.

19. PROMPTLY NOTIFY THE ARCHITECT IN WRITING IF ANY CONTRACT DOCUMENTS ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE MODIFICATIONS.

DRAWING INDEX - VOLUME 1

SHEET NO. SHEET NAME

A5.7 ENLARGED WALL SECTION DETAIL

A5.8 ENLARGED WALL SECTION DETAILS

A5.9 ENLARGED SECTION DETAILS

A6.1 ENLARGED RESTROOM PLANS & ELEVATIONS

A6.1B ENLARGED RESTROOM PLANS & ELEVATIONS

A6.2 ENLARGED STAIR PLANS & SECTIONS

A6.3 ENLARGED STAIR PLANS & SECTIONS

A6.4 ENLARGED ELEVATOR PLANS, SECTIONS, & ELEVATIONS

A7.1 READY ROOM INTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS AND SECTIONS

A7.3 SECOND FLOOR INTERIOR ELEVATIONS

A7.4 CASEWORK ELEVATIONS & DETAILS

A8.1 REFLECTED CEILING PLAN - FIRST FLOOR

A8.2 REFLECTED CEILING PLAN - SECOND FLOOR

A8.3 CEILING DETAILS

A8.4 ENLARGED REFLECTED CEILING PLANS

A9.1 FLOOR PATTERN PLANS

DRAWING INDEX - VOLUME 1

SHEET NO. SHEET NAME

04 ARCHITECTURAL

A2.1 FIRST FLOOR PLAN

A2.2 SECOND FLOOR PLAN

A2.3 WALL TYPE / DIMENSION FLOOR PLAN

A2.4 WALL TYPE DETAILS

A2.5 ROOF PLAN

A2.6 ROOF DETAILS

A2.7 WALL TYPE - DEMOUNTABLE PARTITIONS

A3.0 FINISH SCHEDULE

A3.1 FINISH SCHEDULE

A3.2 DOOR SCHEDULE

A3.3 DOOR DETAILS

A3.4 DOOR AND GLAZED OPENING DETAILS

A3.5 GLAZED OPENING SCHEDULE

A3.6 GLAZED OPENING SCHEDULE

A3.7 DEMOUNTABLE PARTITION SCHEDULE

A4.1 EXTERIOR ELEVATIONS

A4.2 EXTERIOR ELEVATIONS

A5.1 BUILDING SECTIONS

A5.2 WALL SECTIONS

A5.3 WALL SECTIONS

A5.4 WALL SECTIONS

A5.5 ENLARGED WALL SECTION DETAILS

A5.6 ENLARGED WALL SECTION DETAILS

DRAWING INDEX - VOLUME 1

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET VOLUME 1

T1.1 INDEX - VOLUME 1

T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 FIRST FLOOR LIFE SAFETY PLAN

LS2.0 SECOND FLOOR LIFE SAFETY PLAN

LS3.0 LIFE SAFETY CALCULATIONS

02 LANDSCAPE

L1.0 LANDSCAPE SITE PLAN

L2.0 ENLARGED LANDSCAPE SITE PLAN & DETAILS

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING & DRAINAGE PLAN

C4.1 SITE UTILITIES PLAN

C5.1 SITE EROSION & SEDIMENT CONTROL PLAN

C6.1 SITE DETAILS

C7.1 SITE DETAILS

C8.1 SITE DETAILS

C9.1 SITE DETAILS

C10.1 SITE DETAILS

C11.1 SITE DETAILS

202A

A101

1Ref

R e f

1 Ref

R e f

A101

Ref

1R e f

1 R e f

Ref

ROOM NAME

150 SF

A101

SIM

A101

SIM

A101

SIM

BUILDING ELEVATION TAG

INTERIOR ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

DETAIL TAG

General Symbol Legend

ROOM TAG

ADA APPROVED TURNING SPACE

SPOT ELEVATION

DOOR TAG (SEE DOOR SCHEDULE)

WINDOW TAG (SEE WINDOW SCHEDULE)

WALL/STOREFRONT TAG (SEE

WALL/STOREFRONT SCHEDULE)

REVISION TAG (SEE REVISION SCHEDULE)

X SPECIFIC NOTE TAG

ELECTRIC WATER COOLER (SEE PLUMBING)

FIRE EXTINGUISHER CABINET

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W

W .S

S L

A R

C H

.C O

M (M

. 7 1.

Job Number

Date

Drawn By

Checked By

A R

C H

C T

U R

I N

T E

R D

G N

T2.0

GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

C R

A F

T M

T E

N A

N C

E F

A C

Y U

D A

N N

E L

L Y

L D

M O

N T

G O

M E

R Y

A L

18153

08/01/2021

NJ, SS, LG, JJ

FEL

General Project Notes:

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED

WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL

ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT

SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL

DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR

CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF

WORK REQUIRED PRIOR TO BID.

2. CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF

DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF

CABINET WORK AND TRIMWORK.

4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE

CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE

AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE

DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT

IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT

MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK

1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING.

FURNISH INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING

STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN,

OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES

HAVING JURISDICTION WITH CONSTRUCTION.

2. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS

OF MECHANICAL ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY

ARCHITECT PRIOR TO FRAMING.

3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING

HEIGHTS, ABOVE CEILING AREAS AND STRUCTURAL ELEMENTS.

4. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND

ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES

TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER

RATED SPACE.

5. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS

NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE.

6. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER,

ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS

EXPOSED STRUCTURE. CONDUIT LINES, ECT. SHALL RUN AT RIGHT ANGLES OR

SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

7. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC. W/

SHELVING, TRIM, MARKER BOARDS, AND CABINETRY. MOVE AS REQUIRED TO

MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY BOARDS.

8. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT

ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE,

THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES,

CONDUIT, ECT. UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING

HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF

DISCIPLINES TO ACHIEVE.

9. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON

THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND

SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

10. COORDINATE FINAL CEILING HEIGHT WITH ALL WINDOWS. ALL TRADES SHOULD BE

ABLE TO FIT WITHIN THE ALLOTTED SPACE IF COORDINATED BY THE GENERAL

CONTRACTOR AND EACH TRADE. IF FURR DOWNS ARE REQUIRED TO

ACCOMMODATE ABOVE CEILING ITEMS, THE CONTRACTOR IS RESPONSIBLE TO

PROVIDE FURR DOWNS AND COORDINATE LOCATIONS WITH THE ARCHITECT.

11. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY

THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE

CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK

WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK

ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

12. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR

WALLS AND FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A

BENCHMARK AND CONTROL LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO

RESPONSIBLE FOR VERIFYING ACTUAL FLOOR HEIGHTS AND COORDINATING NEW

AND EXISTING FLOORS TO ALIGN.

13. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND

INSTALLING CEILING OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO

ACCESS COMPONENTS OF ITS SYSTEM AND TO COORDINATE WITH OTHER

TRADES SO ACCESS IS MAINTAINED

14. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY

THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE

CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK

WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK

ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

15. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT

INTO THE BUILDING. THIS INCLUDES MANUFACTURE COMPONENT SIZE/ASSEMBLY,

CRITICAL PATH SCHEDULING, AND COORDINATION OF OTHER TRADES.

ACT Acoustical Ceiling Tile

A/C Air Conditioning

AB Anchor Bolt

ADA American Disabilities Act

AFF Above Finish Floor

BM Beam

BRG Bearing

BRK Brick

CFCI Contractor Furnished

Contractor Installed

CIP Cast In Place

CJ Control Joint

CL Column Line

CLG Ceiling

CLR Clear

CMU Concrete Masonry Unit

COL Column

CONC Concrete

CONT Continuous

CONTR Contractor

COORDF Coordination

CORR Corridor

CT Ceramic Tile

CTR Center

DBL Double

DET Detail

DIA Diameter

DR Drain

DN Down

DS Downspout

DW Dishwasher

DWG Drawing

DWR Drawer

EA Each

EF Exhaust Fan

EJ Expansion Joint

EL Elevation

ELEC Electrical

EQ Equal

EX Existing

EXT Exterior

FF Finish Floor

FIN Finish

FL Floor Line

FlSNG Flashing

FTG Footing

GA Gauge

GFRC Glass Fiber Reinforced

Concrete

GWB GWB

HT Height

HM Hollow Metal

HOR Horizontal

HR Handrail

HTR Heater

HVAC Heating, Ventilation & Air

Conditioning

HxWxL Height, width, length

IN Inches

INSUL Insulation

INT Interior

JST Joist

JT Joint

LAM Laminate

LAV Lavatory

LVR Louver

MIN Minimum

MAX Maximum

MECH Mechanical

MET Metal

MFR Manufacturer

MH Man Hole

MIN Minimum

MISC Miscellaneous

MLDG Moulding

MO Masonry Opening

MTD Mounted

MW Microwave

NIC Not In Contract

NO Number

NOM Nominal

NTS Not to Scale

OC On Center

OFCI Owner Furnished

Contractor Installed

OFOI Owner Furnished

Owner Installed

OPP Opposite

P Paint

PL Plate / Property Line

PL LAM Plastic Laminate

PLYWD Plywood

PNL Panel

PT Pressure Treated

R Radius / Riser

RB Rubber Base

REFR Refrigerator

REINF Reinforce (D)

REV Revised

RM Room

SCHED Schedule

SECT Section

SHT Sheet

SHW Single Hung Window

SIM Similar

SPECS Specifications

SQ Square

SS Sanitary Sewer

STD Standard

SVT Solid Vinyl Tile

STL Steel

T Tile

T&G Tongue & Groove

TYP Typical

UNO Unless Noted

Otherwise

VERT Vertical

VTR Vent Thru Roof

VWC Vinyl Wall Covering

WD Wood

WWM Welded Wire Mesh

WWF Welded Wire Fabric

YP Yellow Pine

Typical Abbreviation Legend:General Project Notes (Continued):

CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING

CODES/AUTHORITIES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS,

AND ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY

GOVERNING ENTITIES.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO

ASSURE SAFETY OF ALL PERSONS ON SITE DURING ENTIRE COURSE OF

CONSTRUCTION.

3. NEITHER THE ARCHITECT, NOR THE OWNER SHALL BE RESPONSIBLE FOR JOB

SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE

SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL

PROVIDE APPROPRIATE WARNINGS, BARRICADES, ETC. AS REQUIRED PER

CODES.

4. PROMPTLY NOTIFY THE ARCHITECT IN WRITING IF ANY CONTRACT DOCUMENTS

ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND

ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE

MODIFICATIONS.

5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES,

LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO

THE ARCHITECT, THAT TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY

AND BEARS COSTS ATTRIBUTED TO BRING WORK TO COMPLIANCE OF SUCH

CODES, LAWS, ORDINANCES, AND RULES AND REGULATIONS.

GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION

1. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE

EITHER OF FIRE RATED CONSTRUCTION OR COORDINATED WITH THE

ADJACENT TRADES TO ALLOW THE GYPSUM BOARD TO BE CONTINUOUS

BEHIND THE ACCESSORIES.

2. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS

PART OF THEIR WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL

APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE

MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE

CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK

THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND

AS DETERMINED BY CONTRACTOR.

3. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO

THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED FOR

NECESSARY FIRE RATINGS, AND LABELED PER THE AUTHORITY HAVING

JURISDICTION.

4. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009

INTERNATIONAL MECHANICAL CODE SECTION 602.2.1.1 THROUGH

602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR

SHALL HAVE A FLAME SPEAD INDEX OF NOT MORE THAN 25 AND A SMOKE-

DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 OR UL 723.

MISCELLANEOUS GENERAL PROVISIONS:

1. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY

DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAIN AT 1 PERCENT SLOPE

UNLESS SPECIFICALLY NOTED OTHERWISE.

A X

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

T O

P O

F H

O O

T Y P

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

WATER

CLOSET

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

HORIZONTAL

GRAB BAR

VERTICAL GRAB BAR

MIN

1' - 3"

39 MIN - 41 MAX

A B O

V E F

H E D

O R

SHOWER ROD

FOLDING SHOWER SEAT FOR

TRANSFER-TYPE SHOWERS. LOCATE

ON WALL OPPOSITE THE CONTROLS

AND HAND SHOWER WALL.

TOWEL BAR

ALLOWABLE

MOUNTING

AREA

T O

B O

T T O

M O

R E F

C T

E S

U R F A C E

A X

H A

F F

M A X

H A

F F

M A X

ACAL

MAX.

15"

MAX.

15"

A X

CONTROLS AND HAND

SHOWER SHALL BE

LOCATED WITHIN HATCH

AREA

HAND SHOWER GLIDE

RAIL NOT SHOWN,

SEE SPECS

TRANSFER SHOWER CONTROL WALL

LOCATED OPPOSITE SEAT WALL.

4" MAX.

18"

A X

/2 M

A X

1 1/2" MAX.

22" - 23"

15" - 16"

A X O

F C

O M

P A T M

E N T E

N T R Y

AL-SHAPED

SHOWER

SEAT

16" - 18"

M A X

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

T O

E E

X T

G U

H E R H

A N D

A X

A D

A M

A X

FIRE

EXTINGUISHER

CABINET

A X

ADA ELECTRIC

WATER COOLER

DIRECTION INDICATOR

HALL CALL

CONTROLS

ELEVATOR DOOR

H A

F F

A X

MIN.

A X

6" MAX.

11" MIN

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

A R W

T H

ADA ELECTRIC

FOUNTAIN SKIRT

WHERE LOCATED IN

CIRCULATION PATH

2 1/2" MAX

A X

/2 M

A X

15-16"

60" MIN

3" MAX

A X

M A X

A X

2' - 0"

27" MAX

A X

FOLDING SHOWER SEAT FOR

TRANSFER-TYPE SHOWERS. LOCATE

ON WALL OPPOSITE THE CONTROLS

AND HAND SHOWER WALL.

CONTROLS AND HAND SHOWER

SHALL BE LOCATED WITHIN

HATCH AREA

STANDARD ROLL-IN TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

18" MIN

(A)

FRONT APPROACH, PULL SIDE

(B)

FRONT APPROACH, PUSH

SIDE

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN

(D)

HINGE APPROACH, PULL SIDE

42" MIN

(E)

HINGE APPROACH, PULL SIDE

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

22" MIN

24" MIN

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

IN 24" MIN

24" MIN

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"4

(B)

PUSH SIDE

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

m in

(A)

FRONT APPROACH

AREA OF

REFUGE

AREA OF

REFUGE

A X

18 MIN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS

Sheet Number

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Project Title

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TYPICAL

MOUNTING

HEIGHTS &

CLEARANCES

C R

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T M

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1. ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1 ARE THE REFERENCE

STANDARDS USED FOR SCOOPING PROVISIONS FOR ACCESSIBILITY. THE MORE STRINGENT

PROVISIONS OF THE TWO STANDARDS ARE INDICATED.

2. DIAGRAMS SHOWN ARE FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT

NECESSARILY INCLUDED IN THE PROJECT.

3. COORDINATE ADA REQUIREMENTS WITH ALL REQUIRED CONCEALED WOOD BLOCKING.

4. REFER TO MANUFACTURER'S LITERATURE REGARDING RECOMMENDATIONS FOR MOUNTING

PRODUCTS AND MATERIALS IN COMPLIANCE WITH ADA STANDARDS.

GENERAL NOTES:

3/8" = 1'-0"T3.0

5 ADA DOOR OPENING MANEUVERING CLEARANCES

1/8" = 1'-0"T3.0

1 TYPICAL SIGNAGE MOUNTING DIAGRAMS

107B

HATCHED AREA

INDICATES FLOOR /

CEILING ASSEMBLY TO

RECEIVE 1-HOUR

RATING, UL G717

3171 SF

STORAGE

2142 SF

ASSEMBLY

578 SF

ASSEMBLY

2166 SF

BUSINESS (LOCKERS)

2587 SF

BUSINESS

(UNCONCENTRATED)

762 SF

BUSINESS

(CONCENTRATED)

FEC

COMMON PATH OF

EGRESS TRAVEL

DISTANCE = 73'-0"

EXIT ACCESS TRAVEL

DISTANCE = 123'-11"

60 MIN

R 10' - 0"

130 SF

BUSINESS

(MECHANICAL)

528 SF

BUSINESS

(MECHANICAL)

94 SF

62 SF

BUSINESS

(MECHANICAL)

9.6

6 OCCUPANTS

1 OCCUPANT

C C

U P A N T

C C

U P A N T

C C

U P A N T

C C

U P A N T

25 OCCUPANTS

9 OCCUPANTS

1 OCCUPANT

39 OCCUPANTS

72 OCCUPANTS54 OCCUPANTS

7 OCCUPANTS

1 OCCUPANT

6 OCCUPANTS

7 OCCUPANTS

3 OCCUPANTS

4.05

5.4

4.05

1.05

0.75

55 1.35

3.75

5.85

2.7

HATCHED AREA

INDICATES FLOOR /

CEILING ASSEMBLY TO

RECEIVE 2-HOUR

RATING, ULG717

10.2

90 MIN

U425

U419

U905

U425

U905

U425

U905

U902

U905

FEB

EFEC

FEC

FEB

FEC

FEB

90 MIN

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATHFIRE EXTINGUISHER IN CABINET

(TYPE 4A:80B:C)

FEC

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

1 HOUR FIRE RATING (UL# U419, U425,

U902). REFER TO UL ASSEMBLY TAG FOR

SPECIFIC UL ASSEMBLIES.

EMERGENCY EXIT SIGNAGE

AREAS INDICATED TO RECIEVE RATED FLOOR / CEILING

ASSEMBLY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER ON BRACKET

(TYPE 4A:80B:C)

FEB

ROOM TAG

ROOM NAME

150 SF

ASSEMBLY A-3 OCCUPANCY GROUP (IBC 2018)

15 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1 GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

30 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

REQUIRED STAIR WIDTH

2 HOUR FIRE RATING (UL# U904). REFER TO

UL ASSEMBLY TAG FOR SPECIFIC UL

ASSEMBLIES.

UL ASSEMBLY TAG

EXTERIOR FIRE EXTINGUISHER IN

CABINET (TYPE 4A:80B:C)

EFEC

SMOKE PARTITION CONSTRUCTION TO EXTEND FROM

TRUE FLOOR TO UNDERSIDE OF TRUE ROOF ABOVE.

SEE PLAN FOR LOCATION.

GLAZED OPENING TO MATCH THE FIRE RATING OF THE

ADJACENT WALL - SEE SPECS AND GLAZED OPENING

SCHEDULE.

SMOKE PARTITION IN ACCORDANCE WITH

NFPA 101

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

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FIRST FLOOR LIFE

SAFETY PLAN

C R

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FIRST FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF) Occupancy Factor (SF per Occupant)

Factor Type

Total Occupant Load (Occupants)

Other Egress Component Width

Calculated Width (Other

Egress

Components) (Inches)

Required Egress Width

(Inches)

ASSEMBLY 2142 SF 15 SF NET 143.00 0.2 28.60 44

ASSEMBLY 578 SF 15 SF NET 39.00 0.2 7.80 44

BUSINESS

(CONCENTRATED)

762 SF 50 SF GROSS 16.00 0.2 3.20 44

BUSINESS (IT) 94 SF 300 SF GROSS 1.00 0.2 0.20 44

BUSINESS (LOCKERS) 2166 SF 50 SF GROSS 44.00 0.2 8.80 44

BUSINESS

(MECHANICAL)

130 SF 500 SF GROSS 1.00 0.2 0.20 44

BUSINESS

(MECHANICAL)

528 SF 500 SF GROSS 2.00 0.2 0.40 44

BUSINESS

(MECHANICAL)

62 SF 500 SF GROSS 1.00 0.2 0.20 44

BUSINESS

(UNCONCENTRATED)

2587 SF 150 SF GROSS 18.00 0.2 3.60 44

STORAGE 3171 SF 500 SF GROSS 7.00 0.2 1.40 44

12220 SF 272.00 54.40

1/8" = 1'-0"LS1.0

1 Level 1

Plumbing Fixture Calculations

Name Male Occupancy Female Occupancy

Plumbing fixture Calculations

Drinking Fountains Req.

Water Closets Required Lavatories Required

Men Women Men Women

PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 253 PERSONNEL AND 80% MALE OCCUPANCY RATES IN ACCORDANCE WITH ANGETL 15-01-00

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATHFIRE EXTINGUISHER IN CABINET

(TYPE 4A:80B:C)

FEC

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

1 HOUR FIRE RATING (UL# U419, U425,

U902). REFER TO UL ASSEMBLY TAG FOR

SPECIFIC UL ASSEMBLIES.

EMERGENCY EXIT SIGNAGE

AREAS INDICATED TO RECIEVE RATED FLOOR / CEILING

ASSEMBLY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER ON BRACKET

(TYPE 4A:80B:C)

FEB

ROOM TAG

ROOM NAME

150 SF

ASSEMBLY A-3 OCCUPANCY GROUP (IBC 2018)

15 SF PER OCCUPANT PER NFPA 101

ORDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1 GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

30 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

REQUIRED STAIR WIDTH

2 HOUR FIRE RATING (UL# U904). REFER TO

UL ASSEMBLY TAG FOR SPECIFIC UL

ASSEMBLIES.

UL ASSEMBLY TAG

EXTERIOR FIRE EXTINGUISHER IN

CABINET (TYPE 4A:80B:C)

EFEC

SMOKE PARTITION CONSTRUCTION TO EXTEND FROM

TRUE FLOOR TO UNDERSIDE OF TRUE ROOF ABOVE.

SEE PLAN FOR LOCATION.

GLAZED OPENING TO MATCH THE FIRE RATING OF THE

ADJACENT WALL - SEE SPECS AND GLAZED OPENING

SCHEDULE.

SMOKE PARTITION IN ACCORDANCE WITH

NFPA 101

SOLID HATCHED AREA

INDICATES FLOOR /

CEILING ASSEMBLY

BELOW TO RECEIVE 1-

HOUR RATING

3470 SF

BUSINESS

(UNCONCENTRATED)

456 SF

BUSINESS

(CONCENTRATED)

1230 SF

BUSINESS

(CONCENTRATED)

60 MIN

EXIT ACCESS TRAVEL

DISTANCE = 102'-9"

60 MIN

FEC

405 SF

BUSINESS

(COLLABORATION)

222 SF

BUSINESS (IT)

COMMON PATH OF

EGRESS TRAVEL

DISTANCE = 38'-9"

5 OCCUPANTS

18 OCCUPANTS

2 OCCUPANTS

2 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS

14 OCCUPANTS

10 OCCUPANTS

1 OCCUPANT 1 OCCUPANT

1 OCCUPANT

6 OCCUPANTS

3 OCCUPANTS

1 OCCUPANT

5.2

3.9

9.2

6.9

9.4

7.05

60 MIN

FEC

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W

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Drawn By

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LS2.0

SECOND FLOOR

LIFE SAFETY PLAN

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1/8" = 1'-0"LS2.0

1 Level 2

SECOND FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF)

Occupancy Factor (SF per

Occupant) Total Occupant

Load (Occupants) Factor Type

Stair Egress Width (Inches per

Occupant)

Calculated Stair Egress

Width

Required Stair

Egress

Width (Inches)

Other Egress Component Width

(Inches per

Occupant)

Calculated Width (Other Egress

Components) (Inches)

Required Egress Width

(Inches)

BUSINESS (COLLABORATION) 405 SF 30 SF 14.00 GROSS 0.3 4.20 44 0.2 2.80 44

BUSINESS (CONCENTRATED) 456 SF 15 SF 31.00 GROSS 0.3 9.30 44 0.2 6.20 44

BUSINESS (CONCENTRATED) 1230 SF 50 SF 25.00 GROSS 0.3 7.50 44 0.2 5.00 44

BUSINESS (IT) 222 SF 300 SF 1.00 GROSS 0.3 0.30 44 0.2 0.20 44

BUSINESS (UNCONCENTRATED) 3470 SF 150 SF 24.00 GROSS 0.3 7.20 44 0.2 4.80 44

5783 SF 95.00 28.50 19.00

Project Title

M o n tg o m er y

D o th an

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Drawn By

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LS3.0

LIFE SAFETY

CALCULATIONS

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APPLICABLE CODES:

BUILDING CODE..............UFC 1-200-01 / 2018 INTERNATIONAL BUILDING CODE

STRUCTURAL CODE...........UFC 3-301-01

PLUMBING CODE............UFC 3-420-01

MECHANICAL CODE.........UFC 3-401-01

FIRE CODE..................UFC 3-600-01 / NFPA 101

ELECTRICAL CODE...........UFC 3-501-01

ENERGY CODE..............UFC 1-200-02

ACCESSIBILITY CODE......2010 ADA STANDARDS

LIFE SAFETY CODE........UFC 3-600-01

IBC CHAPTER 3 AND UFC 3-600-01 OCCUPANCY & USE:

NFPA 101 CHAPTER 6:

• SEE LEGEND ON LIFE SAFETY PLAN

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

• CONSTRUCTION TYPE = II-B, SPRINKLED, GROUP A-3 NON-SEPARATED

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

75 FEET ABOVE GRADE PLANE

• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4)

3 STORIES ABOVE GRADE PLANE

• TABULAR BUILDING AREA (PER TABLE 506.2)

28,500 SQUARE FEET

• FRONTAGE INCREASE FORMULA PER 506.3

I=(F/P -0.25)W/30 =0.75

• ALLOWABLE BUILDING AREA (PER SECTION 506.2)

28,500 + (9,500*.75)=35,625

• FIRE SEPARATION REQUIREMENTS NONSEPARATED OCCUPANCIES

• INCIDENTAL USE AREAS (PER TABLE 509)

SEE OCCUPANCY TABLE.

IBC CHAPTER 6 TYPES OF CONSTRUCTION:

• CONSTRUCTION TYPE: II-B

• FIRE RATINGS (PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)

PRIMARY STRUCTURAL FRAME.............................. 0 HOUR

BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR

NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR

• REQUIRED FIRE RATING (PER TABLE 602)

OCCUPANCY FIRE SEPARATION REQ.

TYPE (ACTUAL) SEPARATION

B 16'-6" 0 HR

A 16'-6" 0 HR

S-1 16'-6" 0 HR

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

• MAXIMUM EXTERIOR WALL OPENINGS (PER IBC SECTION 705)

FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA: ACTUAL AREA:

NORTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 17%

SOUTH ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 34%

EAST ELEVATION UNPROTECTED, SPRINKLERED , (UP, S) 75% 21%

WEST ELEVATION* UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT 11%

*ASSUMES CONSTRUCTION OF FUTURE WLT FACILITY, CURRENT FIRE SEPARATION DISTANCE TO EXISTING BUILDING

1316 IS GREATER THAN 30-0"

• FIRE WALLS (PER NFPA 8.3.2)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

• SHAFT ENCLOSURE (PER NFPA 8.3.1 / 7.3.1.2)

1 HOUR SHAFT ENCLOSURE REQUIRED WHEN CONNECTING LESS THAN FOUR STOREIS

• OPENING PROTECTIVES (PER NFPA 8.3.4)

TYPE OF ASSEMBLY ASSEMBLY RATING REQUIRED OPENING

PROTECTION (DOOR/SIDELITE)

STAIRS 1 HR 1 HR

• CONCEALED SPACES (PER SECTION 718)

NOT APPLICABLE

• SEE LEGEND ON LIFE SAFETY PLAN FOR APPLICABLE UL ASSEMBLIES TO BE PROVIDED.

IBC CHAPTER 8, UFC 3-600-01, NFPA 101 - INTERIOR FINISHES:

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

ASSEMBLY (CHAPTER 12)

CORRIDORS AND LOBBIES

INTERIOR WALL AND CEILING FINISH - CLASS A OR B (12.3.3.2)

ENCLOSED STAIRWAYS

INTERIOR WALL AND CEILING FINISH - CLASS A (12.3.3.2)

ASSEMBLY AREAS

INTERIOR WALL AND CEILING FINISH SERVING MORE THAN 300 OCCUPANTS- CLASS A OR B (12.3.3.3) INTERIOR WALL AND CEILING FINISH SERVING LESS THAN 300 OCCUPANTS- CLASS A, B, OR C (12.3.3.3)

SCREENS

PROJECTION SCREENS - CLASS A OR B (12.3.3.4)

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR FLOOR FINISH - NOT LESS THAN CLASS II (12.3.3.5.2)

UFC 3-600-01(REPLACES IBC CHAPTER 9) - FIRE

PROTECTION SYSTEMS:

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY REQUIRES ONE MEANS OF ALL-

WEATHER EMERGENCY VEHICLE GROUND

ACCESS IN ACCORDANCE WITH 9-1.1

2. FACILITY DOES NOT REQUIRE AERIAL

APPARATUS ACCESS IN ACCORDANCE WITH

9-1.2

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. FIRE FLOW FOR SPRINKLER SYSTEM IS

PROVIDED IN ACCORDANCE WITH 9-2.1

• SECTION 9-3 - SERVICE MAINS AND LATERALS

1. FIRE HYDRANTS ARE PROVIDED IN

ACCORDANCE WITH 9-3.5.8.2

A. ALL PARTS OF THE FACILITY EXTERIOR

ARE WITHINT 350 FT OF A HYDRANT

2. FIRE HYDRANTS ARE PROVIDED IN

ACCORDANCE WITH 9-3.5.8.4

A. ONE HYDRANT IS LOCATED WITH

150FT OF THE FIRE DEPARTMENT

CONNECTION

• SECTION 9-5 - FIRE PUMPS

1. A FIRE PUMP IS NOT REQUIRED TO MEET

FIRE PROTECTION DEMAND

• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS

1. PER 9-7.2.1, AN AUTOMATIC SPRINKLER

SYSTEM IS REQUIRED

• SECTION 9-10 - STANDPIPE SYSTEMS

1. PER 9-10, A STANDPIPE SYSTEM IS NOT

REQUIRED

• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS

1. FIRE EXTINGUISHERS ARE PROVIDED, SEE

PLANS FOR LOCATIONS

NFPA CHAPTER 7 (REPLACES IBC CHAPTER 10) -

MEANS OF EGRESS:

• OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL

ROOM EGRESS ANALYSIS

• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

• NUMBER OF MEANS OF EGRESS (PER SECTION

7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

ASSEMBLY OCCUPANCY (CHAPTER 12)

GROUND FLOOR - 2 EXITS REQUIRED

SECOND FLOOR - 2 EXITS REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

ASSEMBLY OCCUPANCY (CHAPTER 12)

75 FT (WHEN SERVING LESS THAN 50

OCCUPANTS) PER 12.2.5.1.2

20 FT (WHEN SERVING MORE THAN 50

OCCUPANTS) PER 12.2.5.1.2

• EXIT ACCESS TRAVEL DISTANCE

ASSEMBLY OCCUPANCY (CHAPTER 12)

250 FEET PER 12.2.6.2

• CORRIDORS

OCCUPANCY TYPE (A) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR

WALLS

SEE LIFE SAFTEY PLAN FOR LOCATIONS OF

RATED CORRIDORS

MINIMUM CORRIDOR WIDTH

ASSEMBLY OCCUPANCY (CHAPTER 12)

44 INCHES PER 12.2.3.8

DEAD END CORRIDORS

ASSEMBLY OCCUPANCY (CHAPTER 12)

MAXIMUM OF 20 FEET PER

12.2.5.1.3

PROPOSED WLT

FLIGHT LINE

AREA OF WORK

AIR MAINTENANCE UNIT FACILITY

SQUAD OPS

MECHANICAL

UNITS - SEE

MECHANICAL

ORNAMENTAL

FENCE GATE

PROVIDE HORIZONTAL CHAIN LINK FABRIC

AND FENCE POSTS AS REQUIRED TO

COVER MECHANICAL YARD. COORDINATE

HEIGHT AND POST SPACING WITH CHILLER

MANUFACTURER

L2.0

LEGEND

CONCRETE

PAVING

ASPHALT - SEE CIVIL

CONCRETE

BAND - SEE CIVIL

NOT IN SCOPE

SITE LIGHTING - SEE

ELECTRICAL

ALTERNATE -

BRICK PAVER

SPECIFIC NOTES

1 PROVIDE CAST STONE BENCH WITH WOOD

BACKLESS SEAT - SEE ENLARGED PLAN AND

SECTION

BOLLARDSBD

A5.4

L2.0 ___________4

L2.0

Sim

MECHANICAL

UNITS - SEE

MECHANICAL

ORNAMENTAL

FENCE GATE

PROVIDE HORIZONTAL CHAIN LINK FABRIC

AND FENCE POSTS AS REQUIRED TO

COVER MECHANICAL YARD. COORDINATE

HEIGHT AND POST SPACING WITH CHILLER

MANUFACTURER

EQ EQ

1'-6"

'-1

'-0

'-6

SOLID CONCRETE FILL. PROVIDE STEEL CAP. WELD ON TOP

6" DIAMETER STEEL POST SET IN CONCRETE

CONCRETE

COMPACTED FILL

CONCRETE

PEJ - SEE CIVIL

PLAN

SECTION

PAINT COLOR AS APPROVED BY ARCHITECT.

PAINT STANDARD BASE

BOLLARD COLOR

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W

W .S

S L

A R

C H

.C O

. 7 1.

Drawn By

Checked By

A R

C H

C T

U R

I N

T E

R D

G N

L1.0

LANDSCAPE SITE

PLAN

C R

A F

T M

T E

N A

N C

E F

A C

Y U

D A

N N

E L

L Y

L D

M O

N T

G O

M E

R Y

A L

18153

08/01/2021

NJ, SS, LG, JJ

FEL

1" = 20'-0"L1.0

1 SITE PLAN

1" = 20'-0"L1.0

2 SITE PLAN BID OPTIONS

1" = 1'-0"L1.0

3 BOLLARD DETAIL1

* REFER TO SPEC SECTION 01 2300

** REFER TO CIVIL FOR ADDITIONAL REQUIREMENTS

EQUAL TO ROCKCAST SL200

STAINLESS STEEL PINS

GROUT-FILLED 8" CMU

WEEP

TERMINATION BAR AND SEALANT

MORTAR NET

METAL DRIP EDGE

12" GROUT-FILLED CMU

CAST STONE

WEEP

TERMINATION BAR AND SEALANT

MORTAR NET

METAL DRIP EDGE

GROUT FILL

FINISH GRADE - SEE CIVIL

PEJ

CONCRETE PAVING -

SEE CIVIL

SEE STRUCTURAL

BRICK

EPOXY COATING

EPOXY PAINT

4" CMU

EQUAL TO ROCKCAST CO100

STAINLESS STEEL THROUGH WALL FLASHING WITH

3/4" HEMMED DRIP EDGE (BOTH SIDES) , SET IN

FULL BED OF SEALANT

0' - 0 7/8" 0' - 0 7/8"

SLOPE

PAINT

DAMP-PROOFING

A B O

V E F

H F

5"x5"x3/8" STEEL TUBE, FILL

WITH CONCRETE

1/2" PEJ, ALL SIDES

PAVING - SEE CIVIL

SLOPE TOP OF CONCRETE AWAY

FROM STEEL TUBE

STONE CAP INSTALL SEALANT AT ALL WALL

CAP JOINTS

WRAP STONE AROUND JAMBS

0' - 6"

SEE STRUCTURAL WHERE FOOTINGS OCCUR AT

FULL HEIGHT COLUMNS

4" FENCE SLAT

4"X4"X1/4" GATE FRAMING

213.41

0' - 6"

*ALL GATE COMPONENTS TO BE

ASTM 132 GALVANIZED AND RECEIVE

POWDER POLYEST COAT.

EQUAL TO LANDSCAPE FORMS UNIVERSE

SYSTEM BACKLESS (25" AND 71" UNITS)

CASTSTONE BENCH EQUAL TO

SOCRATES BY LANDSCAPE FORMS

PAVERS - SEE SPECS

SAND LEVELING BED

CONCRETE PAVING

BASE - SEE CIVIL

LIME-STABILIZED SUBGRADE

PEJ

CURB AND GUTTER - SEE CIVIL

ASPHALT PAVING - SEE CIVIL

3/4" CHAMFER TYPICAL

WIDTH VARIESVARIES

STAMMPED CONCRETE BORDER CURB

S E E C

LIME-STABILIZED SUBGRADE

EXISTING SUBGRADE

ALTERNATE BASE BID

CONCRETE PAVER

BASE

EXPANSION JOINT

LIME-STABILIZED

SUBGRADE

EXISTING SUBGRADE

PAVERS (SEE SPECS)

SAND LEVELING BED

CONCRETE BORDER CURB

EXPANSION JOINT

CONCRETE PAVING

CONCRETE

24"24"

EQ EQ

0' - 0 1/2"

EQ EQ

WRAP MASONRY AROUND JAMBS (TYPICAL)

GATES - PROVIDE DIAGONAL BRACING AS REQUIRED

HEAVY DUTY BALL BEARING HINGES

BY GATE MANUFACTURER

SLIDE BOLT BY GATE MANUFACTURER

CANE BOLT BY GATE MANUFACTURER

RECESSED STRIKE EMBEDDED IN CONCRETE (TYPICAL)

0' - 6" 0' - 6"

SEE PLAN

L2.0

0' - 6"

STAINLESS STEEL PINS

8" GROUT-FILLED CMU

CAST STONE

WEEP

TERMINATION BAR AND SEALANT

MORTAR NET

METAL DRIP EDGE

GROUT FILL

FINISH GRADE - SEE CIVIL

PEJ

CONCRETE PAVING -

SEE CIVIL

SEE STRUCTURAL

EPOXY COATING

4" CMU

EQUAL TO CORDOVA 16424CS

STAINLESS STEEL THROUGH WALL FLASHING WITH

3/4" HEMMED DRIP EDGE (BOTH SIDES) , SET IN

FULL BED OF SEALANT

0' - 1 1/2"

SLOPE