McFee_Park_-_Restroom_Bldg_100_CDs_01052026_REV1.pdf

BUILDING CODE/ZONE ANALYSIS

KNOX COUNTY, TOWN OF FARRAGUT

PROJECT: A New Restroom Facility for:

McFee Park OWNER: Town of Farragut

CONTACT: Ron Oesteich, Parks & Recreation Director

ARCHITECT: Johnson Architecture, Inc.

2018 Davenport Road

Knoxville, Tenneessee 37920 phone: 865-671-9060

PROJECT

MANAGER: Emily Haire, AIA

Applicable Codes:

2018 International Building Code w/ adopting ordinance 2018 International Energy Conservation Code

2018 International Fire Code w/ adopting ordinance

2018 International Mechanical Code

2018 International Plumbing Code

2018 International Fuel and Gas Code 2018 NFPA 101 Life Safety Code

2018 ICC A117.1-2017, ANSI

2017 NFPA 70 National Electric Code

Occupancy Classification: U (Utility)

Type of Construction: TYPE VB (Non-Sprinklered)

Building Height and Area Limitations:

Allowable Building Height in Feet Above Grade Plane (Table 504.3):

Max. Height in Feet: 40'-0'

Allowable Number of Stories Above Grade Plane (Table 504.4):

Max. Number of Stories: 1

Allowable Area Factor in Square Feet (Table 506.2):

Max. Floor Area: 5,500 s.f.

Actual Building Height and Area:

Height in Feet: 13'-4"

Number of Stories: 1 Floor Area: Total = 212 s.f.

Fire-resistance Rating Requirements for Building Elements (Hours)

Table 601 Requirements:

Structural Frame Including Columns, Girders, Trusses: 0

Bearing Walls:

Exterior 0

Interior 0

Non-Bearing Walls:

Exterior {f} 0

Interior 0

Floor Construction:

Including Supporting Beams and Joists: 0

Roof Construction:

Including Supporting Beams and Joists: 0

Table 602

Fire-Resistance Rating Requirements for Exterior Walls based on Fire Seperation Distance {a}:

Fire Seperation Type of Group A, B, E, F-2, Distance (feet) Construction I, R{b}, S-2, U

< 5 {c} All 1 >/= 5 I-A 1

< 10 Others 1

>/= 10 I-A, I-B 1

< 30 II-B, V-B 0

Others 1 >/= 30 All 0

Table 716.1(2) Requirements:

Type of Assembly Required Assembly Min. Opening Protection

Rating (hours) Assembly (hours Fire Walls and Fire Barriers 4 3

Having a Fire-Resistance 3 3

Rating Greater than 1 Hour: 2 1-1/2

1-1/2 1-1/2

Fire Barriers of 1-Hour Fire-Resistance Rated Construction:

Shaft, Exit Enclosure Walls 1 1

Other Fire Barriers 1 3/4

Fire Partitions:

Corridor Walls 1 1/3 1/2 1/3

Other Fire Partitions 1 3/4

1/2 1/3

Exterior Walls 3 1-1/2

2 1-1/2 1 3/4

Smoke Barriers 1 1/3

Table 803.13 - Interior Wall and Ceiling Finish Requirements:

Group E/A - Sprinklered

Exit Enclosures and Exit Passageways: NO RESTRICTIONS Corridors: NO RESTRICTIONS

Rooms and Enclosed Spaces: NO RESTRICTIONS

Table 1016.1 - Exit Access Travel Distance:

Max. Exit Travel Distance: (300')

Max. Length of Dead End Corridor: (20')

Capacity of Means of Egress:

Minimum Stairway Width: (36")

Other Egress Components: XXX

Table 1019.1

Occupant Load Min. Number of Exits

(persons per story) (per story)

1-500 2 501-1,000 3 more than 1,000 4

ARCHITECT STRUCTURAL: MECHANICAL / PLUMBING

2018 Davenport Road Knoxville, TN 37920 8 6 5 . 6 7 1 . 9 0 6 0 jainc.com

ELECTRICAL:

A New Restroom Building for:

917 McFee Road, Farragut, TN 37934

McFEE PARK

Elam Structural Engineers P.O. Box 30799 Knoxville, TN 37931 865.607.3517

Engineering Services Group (ESG) 900 E Hill Avenue #350 Knoxville, TN 37915 865.522.0393

Vreeland Engineers 3107 Sutherland Avenue Knoxville, TN 37919 865.637.4451

11/24/2025

Sheet Number Sheet Name

Current Revision

Current Revision Date

00_GENERAL

G0.0 COVER 1 1/5/2025

G0.1 GENERAL INFORMATION

G0.2 ACCESSIBILITY REQUIREMENTS

04_ARCHITECTURAL SITE

AS1.1 SITE PLAN

06_ARCHITECTURAL

A1.1 PLANS, DOOR & WINDOW ELEVATIONS & SCHEDULES 1 1/5/2025

A3.1 BUILDING ELEVATIONS & INTERIOR ELEVATIONS

A4.1 BUILDING SECTIONS & DETAILS

08_STRUCTURAL

S001 STRUCTURAL NOTES

S002 STRUCTURAL NOTES

S100 STRUCTURAL PLANS

S201 STRUCTURAL DETAILS

09_MECHANICAL

M1.1 FLOOR PLAN - HVAC

10_PLUMBING

P1.1 FLOOR PLANS - PLUMBING - SCHEDULES & DETAILS

P2.1 PLUMBING SPECIFICATIONS

12_ELECTRICAL

E1.1 FLOOR PLAN - ELECTRICAL

DRAWING INDEXREGULATORY INFORMATIONVICINITY MAP

McFee Park

100% CONSTRUCTION DOCUMENTS

NOVEMBER 24, 2025

NOVEMBER 24, 2025

REVISION 1, 1/5/2025 - AHJ COMMENTS

ROOM NAME

150 SF

A 101

BUILDING SECTION

ENLARGED DETAIL

A101

SURFACE ELEVATION (PLAN)

X'-X"

XXX

LEVEL LINE (ELEVATION/SECTION)

MAIN LEVEL

0'-0"

COLUMN LINEWALL SECTION

INTERIOR ELEVATION

ROOM NUMBER AND NAME

REVISION NUMBER AND DATEXX XX XXXX

SLOPE

2% MAX

SLOPE OR DIRECTION INDICATOR

ACCESSORY TYPE

WINDOW TYPE

DOOR NUMBER - ROOM

NUMBER + LETTER IF MORE

THAN ONE DOOR

A

125A

GRAPHIC LEGEND

A101 1 Ref

R e f

1 Ref

R e fA101

1 Ref

1 Ref

R e f1

R e f

A101

1 Ref

R e f

1 Ref

R e f

EXTERIOR ELEVATION

A101

SIM

A101

SIM

20' - 0"ACT

A

CEILING MATERIAL AND HEIGHT

WALL TYPE

1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS PREVAIL. IF DIMENSIONS ARE IN

QUESTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH THE WORK

2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE

PROJECT SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS PRIOR TO BIDDING AND SHALL

BE FAMILIAR WITH ALL ASPECTS OF THE PROJECT, INCLUDING SITE UTILITIES

3. ALL DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF COLUMN, FACE OF MASONRY

OR CONCRETE, EDGE OF WALK OR FACE OF CURB UNLESS NOTED OTHERWISE. FOR

FURTHER DIMENSIONING SEE ENLARGED PLANS, SECTIONS, EXTERIOR ELEVATIONS,

INTERIOR ELEVATIONS, AND DETAILS

4. IN CASE OF DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND

ENGINEERING DOCUMENTS CONTACT ARCHITECT FOR CLARIFICATION

5. ITEMS NOT INCLUDED IN GENERAL CONTRACTOR'S CONTRACT ARE MARKED "N.I.C."

(NOT IN CONTRACT) AND SHALL BE PERFORMED BY OWNER'S FORCES

6. THE GENERAL CONTRACTOR SHALL PROVIDE CHASES FOR MECHANICAL, PLUMBING,

AND ELECTRICAL SYSTEMS AS REQUIRED.

7. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN

FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS,

AND THE POWERHOUSE. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER

TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. THE

CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ARCHITECT PRIOR TO LOCATING

AND OR PROVIDING FURRED SPACES NOT INDICATED ON THE DRAWINGS

8. FOR ALL RATED AND / OR SMOKE PARTITIONS THE SURFACE AREA OF AN INDIVIDUAL

RECESSED METALLIC OUTLET, SWITCH BOX, ETC. SHALL NOT EXCEED 16 SQUARE INCHES.

THE AGGREGATE SURFACE AREA OF THE RECESSED BOXES SHALL NOT EXCEED 100

SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. RECESSED BOXES LOCATED ON

OPPOSITE SIDES OF WALLS OR PARTITIONS, REGARDLESS OF THEIR VERTICAL SEPARATION

ON THE WALL, SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" MINIMUM

9. ALL RATED PARTITIONS SHALL BE TIGHTLY SEALED TO THE UNDERSIDE OF STRUCTURAL

DECK. INTEGRITY OF PARTITIONS SHALL BE MAINTAINED AT CORNERS AND AT

INTERSECTIONS OF OTHER PARTITION TYPES

10. PENETRATIONS IN RATED PARTITIONS FOR CONDUIT, PIPING OR OTHER COMBUSTIBLE

ITEMS SHALL BE FILLED WITH AN APPROVED NON-COMBUSTIBLE MATERIAL TO PROHIBIT

THE PASSAGE OF FIRE AND SMOKE

11. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT OR

ACCESSORIES. NAILERS, BLOCKING AND OTHER ROUGH CARPENTRY ITEMS IN RATED

ASSEMBLIES SHALL BE TREATED FOR FIRE RESISTANCE

12. PROVIDE METAL STUD FRAMING AROUND ALL PENETRATIONS THROUGH METAL STUD /

GYPSUM BOARD ASSEMBLIES

13. GENERAL CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF TYPE SPECIFIED ARE

INSTALLED IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS AND SOFFITS WHERE

ACCESS, SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS

MAY BE REQUIRED. ACCESS PANELS SHALL BE FIRE RATED TYPE EQUAL TO THE FIRE

RATING OF THE ASSEMBLY IN WHICH THEY OCCUR

14. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES,

EXTERIOR WINDOW FRAMES, MILLWORK, RECESSED TOILET ACCESSORIES, SURFACE

MOUNTED TOILET ACCESSORIES, ETC. WITH ADJACENT MATERIAL EVEN IF JOINT MAY

NOT BE VISIBLE

15. ALL CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION

16. ALL ACCESSIBLE WATER CLOSETS SHALL BE MOUNTED WITH IS 1'-6" CLEAR BETWEEN FACE

OF ADJACENT SIDE WALL AND CENTERLINE OF WATER CLOSET EXCEPT AS DIMENSIONED

OTHERWISE

17. GENERAL CONTRACTOR SHALL COORDINATE ALL EXTERIOR WINDOW SIZES AND

PLACEMENT WITH THE EXTERIOR SKIN SUPPLIER

18. GENERAL CONTRACTOR SHALL LAY OUT ALL PARTITIONS AND VERIFY ACCEPTANCE OF

LAYOUT WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK

19. FIELD MEASUREMENTS: WHERE WORK IS INDICATED TO FIT TO OTHER CONSTRUCTION,

VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENT PRIOR TO

FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE THE

FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE

WORK

20. LOCATE CONCEALED FRAMING, BLOCKING, AND REINFORCEMENT THAT SUPPORT THE

WORK BY FIELD MEASUREMENTS BEFORE BEING ENCLOSED AND INDICATE

MEASUREMENTS ON SHOP DRAWINGS

21. ESTABLISHED DIMENSIONS: WHERE FIELD MEASUREMENTS CANNOT BE MADE WITHOUT

DELAYING THE WORK, ESTABLISH DIMENSIONS AND PROCEED WITH FABRICATING WORK

WITHOUT FIELD MEASUREMENTS. PROVIDE ALLOWANCE FOR TRIMMING ON SITE AND

COORDINATE CONSTRUCTION TO ENSURE THAT ACTUAL DIMENSIONS CORRESPOND TO

ESTABLISHED DIMENSIONS. IF WORK PROCEEDS WITHOUT FIELD MEASUREMENTS THE

GENERAL CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY CORRECTIVE ACTION

NECESSARY FOR COORDINATION OF ALL WORK

22. SEAL ALL PENETRATIONS IN THE EXTERIOR BUILDING ENVELOPE AIR TIGHT AT BOTH THE

INTERIOR (VAPOR RETARDER AND GYPSUM BOARD) AND EXTERIOR (SHEATHING AND

BUILDING WRAP) FACES

GENERAL NOTES

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

N

M c

F E E P

A R

K

11/24/2025

253128

G0.1

GENERAL

INFORMATION

11/24/2025

ABBREVIATIONS

& AND

@ AT

A.H.U. AIR HANDLING UNIT

A.P. ACCESS PANEL

A/C AIR CONDITIONING

ABV ABOVE

ACOUST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADDL ADDITIONAL

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

B.M. BENCH MARK

BD BOARD

BET BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOC BOTTOM OF CURB

BOW BOTTOM OF WALL

BRG BEARING

BRG PL BEARING PLATE

BTM BOTTOM

BUR BUILT UP ROOF

C.I. CURB INLET

C.I.P. CAST-IN-PLACE CONCRETE

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CHNL CHANNEL

CJ CONTROL JOINT

CLG CEILING

CLO CLOSET

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE ROOM

CONST CONSTRUCTION

CONT CONTINUOUS/CONTINUE

CONTR CONTRACTER

COORD COORDINATE

CORR CORRUGATED, CORRIDOR

CPT CARPET

CRS COURSE(S)

CT CERAMIC TILE

CTR CENTER

CTSK, CS COUNTERSUNK

DA DOUBLE ACTING

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGRAM

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISH WASHER

DWG DRAWING

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION & FINISH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION, ELEVATOR

EMER EMERGENCY

ENO EXCEPT NOTED OTHERWISE

EOC END OF CURB

EOP EDGE OF PAVEMENT

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

ABBREVIATIONS

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FFL FINISH FLOOR LINE

FH FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN FL FINISH FLOOR

FLR FLOOR(ING)

FLUOR FLUORESCENT

FOF FACE OF FINISH

FOS FACE OF STUD

FRMG FRAMING

FS FIRE STANDPIPE

FSTN FASTEN(ED)

FTG FOOTING

FUR FURR (ED) ()ING

GA GAUGE/GAGE

GALV GALVANIZED

GCMU GLAZED CONCRETE MASONRY UNIT

GFRC GLASS FIBER-REINFORCED CONCRETE

GL GLASS/GLAZING

GL BLK GLASS BLOCK

GR GRADE

GR GUARD RAIL

GYP BD GYPSUM BOARD

H/C HANDICAP

HB HOSE BIB

HC HOLLOW CORE

HD HAND/HEAD

HDR HEADER

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HR HANDRAIL

HS HORIZONTAL SIDING

HSTWY HOISTWAY

ID INSIDE DIAMETER

INSUL INSULATE(D)(ING)(ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

JC JANITOR'S CLOSET

JNT JOINT

JST JOIST

KIT KITCHEN

L LENGTH, LONG

L.H. LEFT HAND

LAM LAMINATE(D)

LAM FL LAMINATE FLOORING

LAV LAVATORY

LL LIVE LOAD

LP LOW POINT

LTL LINTEL

LVR LOUVER

LVT LUXURY VINYL TILE

MACH MACHINE, MACHINERY

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANIC(AL)

MFR MANUFACTURER ®

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

MULL MULLION

N/A NOT AVAILABLE

NC NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O-O OUT TO OUT

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED

O.F.O.I. OWNER FURNISHED OWNER INSTALLED

ABBREVIATIONS

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OP. HD. OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P.T. PRESSURE TREATED

PC PRECAST

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PLUMB PLUMBING

PLY PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PTD PAINTED

PVC POLYVINYL CHLORIDE

PVT PAVEMENT

Q.T. QUARRY TILE

R RISER, RADIUS

R.C.P. REINFORCED CONCRETE PIPE

R.H. RIGHT HAND

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE

REF REFRIGERATOR

REFL REFLECTED

REINF REINFORCED

REQ'D REQUIRED

RES RESILIANT

RES. FL. RESINOUS FLOORING

RM ROOM

RO ROUGH OPENING

ROW, R/W RIGHT OF WAY

RVL REVEAL

RWL RAINWATER LEADER

SCH SCHEDULE

SCWD SOLID CORE WOOD DOOR

SDG SIDING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SS SOLID SURFACE, SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

T TREAD

T&G TONGUE AND GROOVE

T.B. TACK BOARD

T.O.S. TOP OF STEEL

T.V. TELEVISION

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERED, TEMPORARY

TERR TERRAZZO

THK THICK(NESS)

TLT TOILET

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITIES

VB VAPOR BARRIER, VINYL BASE

VCT VINYL COMPOSITION TILE

VEJ VENEER EXPANSION JOINT

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

REVISIONS

REV # Description Date

X 24" PREF. 18" MIN

M

IN

Y

M

IN

Y

24" MIN.

X

24" MIN.

X

M

IN

Y

M

IN

Y

54" MIN.

M

IN

12" MIN.

X

NOTE:

Y=48" MIN. IF DOOR HAS

CLOSER

NOTE:

Y=48" MIN. IF DOOR HAS

BOTH LATCH AND CLOSER

NOTE:

Y=54" MIN. IF DOOR HAS

CLOSER

NOTE:

X=36" MIN IF Y=60"

X=42" MIN IF Y=54"

NOTE:

X=12" IF DOOR HAS BOTH A

CLOSER AND LATCH

LATCH SIDE APPROACH HINGE SIDE APPROACH FRONT APPROACH

24"

MAX

2' - 0" 2' - 6"

M

A X

MAX

10" 2' - 6"

4' - 0"

20" MAX

4' - 0"

M

A X

M

A X

4' - 0" >20"-25" MAX

MIN

4' - 0"

M

IN

4' - 0"

20" MAX

M

A X

CLEAR FLOOR SPACE

PARALLEL APPROACH

HIGH AND LOW SIDE

REACH LIMITS

MAXIMUM SIDE REACH OVER

AN OBSTRUCTION

MAXIMUM FORWARD

REACH OVER AN

OBSTRUCTION

HIGH FORWARD

REACH LIMIT

ACCESSIBLE REACH REQUIREMENTS

PROPORTIONS

INTERNATIONAL SIGN

OF ACCESSIBILITY

PROPORTIONS

INTERNATIONAL SIGN

OF ACCESSIBILITY

PROPORTIONS

INTERNATIONAL SIGN

OF ACCESSIBILITY

WOMEN RESTROOMS

MEN

INTERNATIONAL

TDD SYMBOL

INTERNATIONAL

SYMBOL OF ACCESS

FOR HEARING

IMPAIRED

RAISED 5/8"

LETTERS AND NUMBERS

1. WIDTH AND HEIGHT RATION BETWEEN 3:5 AND 1:1

2. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1:10

3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND.

4. SANS SERIF CHARACTERS.

SIGNS/ PICTOGRAMS

1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED

DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM IN HEIGHT.

2. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS.

3. SIGNS/ PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE THEY

DESCRIBE AND AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT

ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. VERTICAL CLEARANCE AT

SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING

UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ.

SIGN LOCATIONS

1. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN.

2. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.

3. BUILDING REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN

THE LOBBY AS PART OF THE BUILDING DIRECTORY.

INTERNATIONAL SYMBOL OF ACCESSIBILITY

1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.

2. WHITE FIGURE ON BLUE BACKGROUND, COLOR #15090 ON FEDERAL STANDARD #595A.

3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGN AND COLORS MAY BE APPROVED.

BRAILLE

1. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL.

2. 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.

NOTES:

1. DOOR SIGN SHALL BE CENTERED ON DOOR AND MOUNTED 60" A.F.F. AT THE CENTER OF THE SIGN. ONLY WHEN USING

ADHESIVE CAULK EDGES W/ CLEAR SILICONE.

2. ROOM SIGNS SHALL HAVE RAISED, BRAILED CHARACTERS AND PICTORIAL (PICTOGRAMS) SIGNS. LETTERS OR NUMBERS SHALL

BE RAISED 1/32" IN UPPERCASE SANS SERIF FONT AND SHALL BE ACCOMPANIES BY GRADE 2 BRAILLE RAISED CHARACTERS

5/8" HIGH MIN., 2" MAX.

3. THE FINISH CONTRAST OF THE SIGN CHARACTERS AND BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE

FINISH.

4. CHARACTERS AND SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

EQ. EQ.

MOUNTING A DOOR & WALL MOUNTING AT WALL (NO DOOR)

1' - 0"

WOMEN

TO

C

E N

TE

R

O F S

IG

N

BRAILLE SIGN

WALL SIGN

WHERE OCCURS

WOMEN

BRAILLE SIGN

TYPICAL ROOM ID

SIGN

TYPICAL DOOR SIGN

WHERE OCCURS

OPEN

NOTES

1. AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A15610-1985. SLOW OPENING,

LOW-POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A15619-1984. DOORS

SHALL TAKE AT LEAST THREE SECOND TO OPEN BEFORE BACK CHECKING AND NOT REQUIRE

MORE THAN A 15-POUND FORCE TO STOP THE DOOR MOVEMENT. THE DOOR-OPENING

FORCE OF A POWER-ASSISTED DOOR SHALL COMPLY WITH SECTION C-5212. ITS CLOSING

SHALL CONFORM WITH ANSI.

DOOR TYPES

1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR

BOTTOM RAIL.

HARDWARE

1. OPENS FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.

2. MOUNTED 36" TO 42" A.F.F.

3. OPENS BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRING GRASPING)

4. MAXIMUM 85 LBS EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS FOR INTERIOR.

10" MIN. BOTTOM RAIL OR

PROVIDE KICK PLATE

36" TO 42" LEVER OR "U"

SHAPED HANDLE

BABY

CHANGING

STATION

M

A X

MIRROR FIRE

EXTINGUISHER

CABINET

SURFACE MOUNTED

PAPER TOWEL

DISPENSER

ACCESSIBLE

TOILET PAPER

DISPENSER

SURFACE MOUNTED

SOAP DISPENSER

CL

COAT HOOK MOP STRIPFEMININE

NAPKIN

RECEPTACLE

FEMININE

NAPKIN

DISPENSER

BTM. OF REFLECTIVE

SURFACE

DIM. TO

OUTLET

DIM. FROM FRONT

OF TOILET

M

A X

SURFACE IN OPEN

POSITION

OPEN POSITION

SURFACE MOUNTED

HAND DRYER

M

A X

M

A X

9" MAX

7" MIN

M

IN

TO

P

O F H

O O

K

M

A X

M

IN

M

A X

M

A X

K N

E E S

P A

C E

M

IN

TO

P

O F R

A C

K

HC

CL

CL

WATER

COOLER

ACCESSIBLE

URINAL

STANDARD

URINAL

ACCESSIBLE

WATER CLOSET

STANDARD

WATER CLOSET

ACCESSIBLE

SINK

CL

CL CL

CL

ACCESSIBLE

GRAB BARS

CLR. MIN

30"

M

IN

MIN

1' - 3"

M

IN

M

A X

17" MIN

M

IN

6" MAX 8" MIN

M

IN

M

A X

18" MAX

16" MIN

6" 36" MIN

12" MIN 24" MIN

MIN

54"

12" MAX 42" MIN

M

A X

M

IN

M

IN

M

A X

M

IN

41" MAX

39" MIN

M

A X

MIN

30"

M

IN

M A

X

24"

M

IN

M A

X

MIN

30"

36" MIN

9" MAX

7" MIN

41" MAX

39" MIN

TO WALL

18"

1. SIGNS MARKING ACCESSIBLE PARKING SPACES SHALL BE INSTALLED SO THAT THE

BOTTOM OF THE SIGN IS 6'-8" MINIMUM HEIGHT. ONE OR MORE SHALL IDENTIFY A VAN

ACCESSIBLE SPACE

2. LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS IN ACCORDANCE WITH

2006 IBC SECTION 1108.2.6 AND SECTION 706 OF THE 2003 ICC/ANSI A117.1

3. WHEELCHAIR SPACES SHALL BE PROVIDED IN ASSEMBLY AREAS IN ACCORDANCE WITH

2006 IBC SECTION 1108.2.8 AND SECTION 802 OF 2003 ICC/ANSI A117.1. REFER TO

ARCHITECTURAL FURNITURE PLAN SHEETS FOR LOCATIONS

4. COMPANION SEATS AND DESIGNATED AISLE SEATS SHALL BE PROVIDED IN

ACCORDANCE WITH 2006 IBC SECTION 1108.2.4 AND SECTION 802.7 OF 2003 ICC/ANSI

A117.1. REFER TO ARCHITECTURAL FURNITURE PLAN SHEETS FOR LOCATIONS

5. ALARMS AND CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH 2012 IBC

CHAPTERS 9 AND 11 AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

6. STORAGE AND LOCKER FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH 2012 IBC

CHAPTERS 9 AND 11 AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

7. RECREATIONAL FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH 2006 IBC

SECTION 1109.14

8. ALL RAMPS SHALL BE A MAXIMUM OF 1" RISE PER FOOT OF SLOPE

9. ALL DOOR HARDWARE TO BE ADA COMPLIANT. ALL PANIC HARDWARE SHALL BE

MOUNTED NO HIGHER THAN 48" A.F.F.

10. ALL CROSS SLOPES THAT ARE A PORTION OF THE ACCESSIBLE ROUTE SHALL BE A

MAXIMUM OF 2%

11. ALL ACCESSIBLE PATHS OF TRAVEL TO BE LEVEL. KITCHEN FLOOR SLOPES UNDER THE

PATH OF TRAVEL TO BE LESS THAN 1:20. CROSS SLOPES SHALL NOT BE GREATER THAN 1:48

OR 1/4" PER FOOT

12. ARROWS INDICATE DIRECTION OF FLOOR SLOPE TO DRAINS - SLOPE SHALL NOT EXCEED

2%

13. TELEVISIONS SHALL BE MOUNTED NO LOWER THAN 80" A.F.F. (INCLUDING CORDS)

TELEVISIONS SHALL BE EQUIPPED AND UTILIZE CLOSED CAPTIONING, MINIMUM OF ONE

SHALL BE SET TO DISPLAY

14. TABLES SHALL BE A MINIMUM OF 27" CLEAR A.F.F. AND HAVE A CLEAR AREA AT LEAST 19"

DEEP

15. COAT HOOKS IN ACCESSIBLE TOILET STALLS SHALL BE MOUNTED TO THE WALL OF THE

TOILET STALL AT 48" A.F.F.

16. FLUSH VALVES ON TOILET FIXTURES SHALL BE LOCATED ON THE WIDE SIDE OF THE FIXTURE

STALL AND UTILIZE NO GREATER THAN 5 LBS OF FORCE TO OPERATE

17. ALL THRESHOLDS, FLOOR LEVEL CHANGES AND FLOOR TRANSITIONS SHALL NOT EXCEED

1/2" IN HEIGHT AND SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2

ACCESSIBILITY NOTES

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

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M c

F E E P

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253128

G0.2

ACCESSIBILITY

REQUIREMENTS

11/24/2025

ARCHITECTURAL SITE SHOWN IS BY OTHERS, THIS PLAN IS

FOR REFERENCE ONLY FOR NEW RESTROOM BUILDING

LOCATION. REFERENCE ALL OTHER DRAWINGS IN THIS

PACKAGE FOR PROJECT SCOPE.

DOG PARK AREA, N.I.C.

EXISTING PARKING

AREA, N.I.C.

SCOPE OF WORK:

NEW RESTROOM STRUCTURE,

COORDINATE ALL CONNECTIONS

WITH EXISTING SITE CONDITIONS

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

N

M c

F E E P

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11/24/2025

253128

AS1.1

SITE PLAN

11/24/2025

1" = 10'-0"AS1.1

1 ARCHITECTURAL SITE PLAN

1. COORDINATE WITH APPLICABLE DIMENSIONS AND DETAILS ON OTHER SHEETS

2. SEE SHEET G0.1 AND G0.2 FOR ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND TYPICAL

ACCESSIBLE MOUNTING HEIGHTS

3. FURNISH AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY AHJ MINIMUM REQUIRED

PER 75'-0" TRAVEL OR 1 PER 6,000 SF OF BUILDING AREA

4. PROVIDE ROUGH HARDWARE, ETC. AS REQUIRED TO MOUNT EQUIPMENT

5. PROVIDE POSITIVE SLOPE TO ALL FLOOR DRAINS

FLOOR PLAN NOTES

A3.1

A3.1

A3.1 4

A3.11

22' - 8"

8' - 8" 5' - 4" 7' - 4" 1' - 4"

"R 2' �

6"R 2

59.63 SF

RESTROOM

101 43.00 SF

MECHANICAL

59.63 SF

RESTROOM

102 103

BABY CHANGING STATION

ELECTRICAL PANEL

WOOD WALL SHELF , PAINTED

A3.15

ELECT. HAND DRYER

HOSE BIB

A3.16

WINDOW ABOVE

AA

HBHB

MOP HOLDER

A4.1

A4.1

BRUSHED CONCRETE

FINISH

MOP SINK, SEE PLUMB.

8" REINFORCED CMU,

CELLS FILLED AS REQ'D BY

STRUCTURAL W/LOXON

40% SILANE WATER

REPELLENT SEALER (CLEAR),

TYP. - INTERIOR FINISH PER

FINISH SCHEDULE

97.33 SF

ENTRY

1' - 4"

1' - 4"

" 3

FD

FD

HOSE BIB

EXTERIOR RATED FIRE

EXTINGUISHER & CABINET

NOTE: PROVIDE -R- FIRE SAFETY

SYMBOL SIGN ON FRONT OF BUILDING,

COORDINATE FINAL LOCATION W/ AHJ

A3.1

A3.1

A3.1 4

A3.11

4' - 4" 7' - 0" 7' - 0" 4' - 4"

E Q

E Q

EQ EQ

GRADE B+, NEAR CLEAR

CEDAR NICKEL GAP T&G

CEILING, SEALED - FIX TO

UNDERSIDE OF CLG TRUSS

A4.1

A4.1

GRADE 'A' PLYWOOD CLG

W/ BATTENS, PAINTED - FIX TO

UNDERSIDE OF CLG TRUSS

TUBE STEEL BEAMS &

COLUMNS, PAINTED

"1' - 10"

" 1' - 10" 1' - 0"

1' - 0"

8"8"

E Q

E Q

EQ EQ EQ EQ

1' - 0" 1' - 0"

CEILING HEATER, SEE

MECHANICAL

A3.1

A3.1

A3.1 4

A3.11

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

STA�DI�G SEA� �ETA�

R��FI�G �� WEATHER BARRIER

�� EXT� GRADE SHEATHI�G ��

PRE�E�GI�EERED W��D TRUSSES

PRE�FI�ISHED A�U�� B�X

GUTTERI�G & RECTA�GU�AR

D�W�SP�UTS (D�S�)

A4.1

A4.1

D.S. D.S.

D�W�SP�UTS (D�S�) T� BE

B��TED RU�

U�DERGR�U�D T�

DAY�IGHT PER R��F ��TES

R

ID

G E

WALL MOUNTED ELECTRIC HEATER, SEE MECHANICAL

PLYWOOD CEILING -- PTD FINISH SEE

FINISH SCHEDULE

EXHAUST FAN, SEE MECHANICAL

RECESSED LIGHT FIXTURE

TRANSFER GRILL, SEE MECHANICAL

REFLECTED CEILING PLAN LEGEND

GRADE B+, NEAR CLEAR CEDAR T&G CEILING, SEALED

SURFACE MOUNTED LED FIXTURE

1. COORDINATE WITH APPLICABLE NOTES AND DIMENSIONS ON OTHER SHEETS.

2. ALL SOFFITS AND CEILING HEIGHTS INDICATED SHALL BE MEASURED FROM BOTTOM OF

FINISH MATERIAL TO FINISH FLOOR ELEVATION DIRECTLY BELOW.

3. ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLANS ARE FINISHED DIMENSIONS.

4. THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF APPROPRIATE SIZE AND TYPE

ARE INSTALLED IN WOOD CEILING ASSEMBLIES, SOFFITS, AND IN OTHER NON-

ACCESSIBLE TYPE AREAS WHERE ACCESS, SERVICE OR ADJUSTMENT TO MECHANICAL,

PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE FIRE

RATED EQUAL TO ANY RATING OF THE CEILING OR SOFFIT IN WHICH THEY OCCUR.

5. ONLY CEILING MOUNTED EXIT LIGHTING IS SHOWN ON THE REFLECTED CEILING PLANS.

SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTING.

6. CONTRACTOR TO COORDINATE WITH ARCHITECT AND OWNER ALL FIXTURE SELECTIONS

AND FINISHES PRIOR TO INSTALLATION.

7. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING

PLANS WITH THE ELECTRICAL LIGHTING PLANS AND MECHANICAL PLANS. GENERAL

CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR

OMISSION THAT IS DISCOVERED.

8. PROVIDE STRUCTURAL SUPPORT FOR CEILING MOUNTED EQUIPMENT AS REQUIRED.

9. ALL WOOD CEILINGS IN WET AREAS SHALL BE PAINTED, TYP.

10. PROVIDE CEILING CONTROL JOINTS WITH BATTENS AS INDICATED.

REFLECTED CEILING PLAN NOTES

1. ARROWS INDICATE DOWNWARD ROOF SLOPE, 1/4" PER FOOT MINIMUM.

2. PROVIDE VENTS THROUGH ROOF AS INDICATED FOR PLUMBING SYSTEMS. LOCATIONS

TO BE NO CLOSER THAN 10'-0" TO ANY AIR INTAKE.

3. D.S. = DOWNSPOUT

4. ALL DOWNSPOUTS TO TIE INTO PVC 'BOOT' AND ROUTED UNDERGROUND TO DAYLIGHT

AREA WITH APPROPRIATE SOIL STABILIZING ELEMENTS (GRID, ROCK, ETC.) TO ELIMINATE/

MINIMIZE EROSION, OR CONNECTED TO EXISTING STORM PIPING WHERE ADJACENT.

5. ALL GUTTERS AND DOWNSPOUTS TO BE APPROPRIATELY SIZED BASED ON RAINFALL

RECORDS AND CALCULATIONS FOR EASTERN TENNESSEE REGION. CONFIRM WITH ROOF

MANUFACTURER.

6. PROVIDE FLASHING AT VALLEYS, ALL ROOF/WALL INTERSECTIONS, ROOF PENETRATIONS,

AND AS SPECIFIED BY ROOFING MANUFACTURER.

7. COORDINATE ALL DOWNSPOUT LOCATIONS W/ WINDOWS AND DOORS. ALL

DOWNSPOUTS TO RUN DOWN WALLS OR COLUMNS

8. VERIFY EXACT NUMBER & LOCATION OF ALL VENT PIPES, ROOF PENETRATIONS, ETC IN

FIELD. PROVIDE FLASHING AROUND ALL ROOF PENETRATIONS

9. PROVIDE ALL ROOF ACCESSORIES INCLUDING FLASHING BOOTS, COUNTER FLASHING,

DRIP EDGES, COPING, AND ALL OTHER ACCESSORIES REQUIRED TO PROVIDE A WATER

TIGHT ROOF SYSTEM THAT WILL MEET THE ROOF WARRANTY REQUIREMENTS.

10. FOR ROOF PITCHES 4:12 OR GREATER, INSTALL WEATHER BARRIER AS UNDERLAYMENT

OVER ROOF AND OVER ICE AND WATER SHIELD TO EXTEND 18" FROM ALL EDGES. ICE &

WATERSHIELD TO BE AT ALL VALLEYS 36" WIDE. FOR ROOF PITCHES LESS THAN 4:12,

INSTALL ICE AND WATER SHIELD AS UNDERLAYMENT CONTINUOUSLY FROM RIDGE TO

EAVE AND FROM EDGE TO EDGE.

11. PROVIDE BOX GUTTERS AND RECTANGULAR DOWNSPOUTS AT SHOWN LOCATION.

GUTTERS TO BE SUPPORTED AT 3'-0" O.C. PROVIDE DOWNSPOUT STRAPS AT 5'-0" O.C.

VERTICAL FOR EACH DOWNSPOUT.

ROOF PLAN NOTES

SEE SCH.

F

*T=TEMPERED GLAZING

S E E S

C H

2" SEE SCH. 2"

F1

S E E S

C H

4' - 0"

A

*F=FROSTED FILM ON GLAZING

*F

"1

"2

2" 3' - 8" 2"

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

N

M c

F E E P

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11/24/2025

253128

A1.1

PLANS, DOOR &

WINDOW

ELEVATIONS &

SCHEDULES

11/24/2025

1/2" = 1'-0"A1.1

1 FLOOR PLAN

1/4" = 1'-0"A1.1

2 REFLECTED CEILING PLAN

1/4" = 1'-0"A1.1

3 ROOF PLAN

1/4" = 1'-0"A1.1

4 DOOR AND FRAME ELEVATIONS

DOOR AND FRAME SCHEDULE

NO.

DOOR FRAME

HARDWARE NOTES

SIZE

THK MTL ELEV MTL ELEVW H

101 3' - 0" 7' - 0" 2" HM F INSUL. HM F1 1 PRIVACY HARDWARE

102 3' - 0" 7' - 0" 2" HM F INSUL. HM F1 2 STOREROOM HARDWARE

103 3' - 0" 7' - 0" 2" HM F INSUL. HM F1 1 PRIVACY HARDWARE

1/4" = 1'-0"A1.1

5 GLAZING ELEVATIONS

REVISIONS

REV # Description Date

1 Revision 1-AHJ Comments

1/5/2025

HARDWARE

1). Manufacturers Used for Basis of Design:

1. Butt Hinges - Hager (HAG)

2. Grade 2 Cylindrical Locks - Accentra 5300LN Series (ACC)

3. Grade 2 Classroom Deadbolts - Accentra D200 Series (ACC)

4. Privacy Lever with Indicator - Accentra YPL Series (ACC)

5. Grade 1 Closers - LCN 4110 Series (LCN)

6. Kick Plates - Hager (HAG)

7. Latch Guards - Don-Jo (DON)

8. Weatherstripping, Thresholds, & Sweeps - National Guard Products (NGP)

2). Approved Manufacturer Substitutions:

1. Butt Hinges - Best, Ives, Mckinney, PBB

2. Grade 2 Cylindrical Locks - N/A

3. Grade 2 Classroom Deadbolts - N/A

4. Privacy Lever with Indicator - N/A

5. Grade 1 Closers - N/A

6. Kick Plates - Burns, Ives, Rockwood

7. Latch Guards - Burns, Hager, Ives, Rockwood

8. Weatherstripping, Thresholds, & Sweeps - Pemko, Zero International

3). Provide 5-Knuckle Ball-Bearing hinges at each door. Provide non-removable pin hinges on out-swinging exterior doors.

4). All locksets, cylinders, and cylinder cores to be provided in the owner’s existing keyway.

5). The finish of hinges, locksets, and miscellaneous hardware shall be satin chrome/stainless steel or equivalent for all doors. Weatherstripping shall be anodized aluminum.

6). Provide door closers to comply with the state handicap code with regard to opening force.

7). Install door closers on the interior side of doors away from public areas.

8). Provide hardware sets as follows:

Set#: 1 Door(s): 101, 103

Each To Have:

Quantity Item Model Number Manufacturer Finish

3 Butt Hinge BB1191-4.5x4.5 NRP HAG 626

1 Privacy Lever w/Ind. YPL02-AU ACC 626

1 Classroom Deadbolt D262 ACC 626

1 Door Closer 4111-SCUSH LCN 689

1 Kick Plate 190S-8”x2” LDW HAG 630

1 Weatherstrip 127NA NGP - - -

1 Door Sweep 200NA NGP - - -

1 Threshold 425 NGP MILL

Set#: 2 Door(s): 102

Each To Have:

Quantity Item Model Number Manufacturer Finish

3 Butt Hinge BB1191-4.5x4.5 NRP HAG 626

1 Storeroom Lever AU5305LN ACC 626

1 Door Closer 4111-SCUSH LCN 689

1 Kick Plate 190S-8”x2” LDW HAG 630

1 Latch Guard BLP-107 DON 630

1 Weatherstrip 127NA NGP - - -

1 Door Sweep 200NA NGP - - -

1 Threshold 425 NGP MILL

-R- FIRE SAFETY SIGNAGE DTLS

1. COORDINATE WITH APPLICABLE DIMENSIONS AND DETAILS ON OTHER SHEETS

2. ICJ = INSIDE CONTROL JOINT

3. CONTROL JOINTS TO BE ALIGNED WITH EDGE OF ADJACENT WINDOW OR DOOR FRAME

AS SHOWN ON ELEVATIONS. LOCATE CONTROL JOINTS MAXIMUM 25'-0" O.C. WHERE

NOT SHOWN. COORDINATE LOCATIONS WITH ARCHITECT

4. PROVIDE CONTROL JOINTS MINIMUM 2'-0" OFF EDGE OF OUTSIDE CORNER IF NOT

SHOWN ALIGNED WITH FRAME. ALIGN DOWNSPOUT TO COVER CONTROL JOINTS

WHERE APPLICABLE

5. VERTICAL CONTROL JOINT FILLER TO MATCH MASONRY COLOR. HORIZONTAL

CONTROL JOINT FILLER TO MATCH GROUT COLOR

6. CJ = CONTROL JOINT

7. DIMENSIONS ARE TO FACE OF MASONRY, COMPOSITE METAL PANEL, CURTAIN WALL OR

EDGE OF OPENING UNLESS NOTED OTHERWISE

ELEVATION NOTES

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

4' - 0"

8" SPLIT FACE CMU W/ LOXON 40%

SILANE WATER REPELLANT SEALER

(CLEAR), TYP.

PRE�FI�ISHED A

U�� B�X

GUTTERI�G & 4" SQ� D�W�SP�UT

COLUMN, SEE STRUCTURAL

A4.1

8"

STA�DI�G SEA� �ETA

R��FI�G

ALUM. STOREFRONT W/ FROSTED

FILM ON GLAZING

CONTROL JOINT, CONFIRM W/

STRUCT.

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

1X6 CEDAR NICKEL GAP T&G

SIDING, NEAR CLEAR (SEALED

PRIOR TO INSTALLATION)

A4.1

8" SPLIT FACE CMU W/ LOXON

40% SILANE WATER REPELLANT

SEALER (CLEAR), TYP.

PRE-FINISHED ALUM.

GUTTERING & DOWNSPOUTS,

TYP.

4" / 1 '-0"

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

A .F

.F

O .C

103102101

A4.1

4" / 1 '-0"

ACCESSIBLE TLT SIGNAGE

STAFF ONLY SIGNAGE

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

4' - 0"

A4.1

STOREFRONT WINDOW W/

TRANSLUCENT FILM, PROVIDE SILL

PAN FLASHING AT SILL SLOPED TO

EXTERIOR FACE OF CMU

A

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

RESTROOM

D

C

F

B

A

B

B

PNT-2, TYP.

PNT-1, TYP.

EPB-1 6" BASE

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

MECHANICAL

102 PNT-2, TYP.

PNT-1, TYP.

MOP SINK, SEE

PLUMBING

ELECTRICAL PANELWOOD WALL SHELF,

PAINTED W/HEAVY-DUTY

STEEL SHELF BRACKETS -

CONFIRM QTY.

W/OWNER

J

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

RESTROOM

H

B

A E

B

B

PNT-2, TYP.

PNT-1, TYP.

EPB-1 6" BASE

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

A

RESTROOM

H

PNT-2, TYP.

PNT-1, TYP.

EPB-1 6" BASE

G

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

PNT-3

PNT-2, TYP.

PNT-1, TYP.

RESTROOM

D

F

C

EPB-1 6" BASE

G

H

ITEM # DESCRIPTION

TOILET LEGEND

TOILET TISSUE DISPENSER. OWNER

FURNISHED - N.I.C.

GRAB BARS. BOBRICK, SEE G0.2

WALL MIRROR. BOBRICK WELDED FRAME

MIRROR, SATIN FINISH B-290 1830; 18"X30"

ELECTRIC HAND DRYER. XLERATOR, XL-SB,

BRUSHED SS COVER

SURFACE-MOUNTED SANITARY NAPKIN

DISPOSAL. BOBRICK MODEL NO.: B-254,

FINISH: SATIN.

SOAP DISPENSER. OWNER FURNISHED -

N.I.C.

SURFACE MOUNTED HAT & COAT HOOK,

SATIN FINISH, BOBRICK B-6827

BABY CHANGER. KOALA KARE;

HORIZONTAL SURFACE MOUNTED

STAINLESS STEEL; KB110-SSWM

A

B

C

D

E

F

G

H

SURFACE MOUNTED MOP & BROOM

HOLDER, SATIN FINISH, BOBRICK B-223x24J

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

N

M c

F E E P

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253128

A3.1

BUILDING

ELEVATIONS &

INTERIOR

ELEVATIONS

11/24/2025

1/4" = 1'-0"A3.1

1 EAST BUILDING ELEVATION

1/4" = 1'-0"A3.1

2 NORTH BUILDING ELEVATION

1/4" = 1'-0"A3.1

3 SOUTH BUILDING ELEVATION

1/4" = 1'-0"A3.1

4 WEST BUILDING ELEVATION

1/4" = 1'-0"A3.1

6 RESTROOM ELEV.

1/4" = 1'-0"A3.1

5 MECH RM. ELEV.

1/4" = 1'-0"A3.1

7 RESTROOM ELEV.

1/4" = 1'-0"A3.1

8 RESTROOM ELEV.

1/4" = 1'-0"A3.1

9 RESTROOM ELEV.

ROOM FINISH SCHEDULE

NO. ROOM NAME

FINISH

NOTESFLOOR BASE WALL CEILING

101 RESTROOM EXP-1 EPB-1 PNT-1 PNT-2

102 MECHANICAL CON-2 - PNT-1 PNT-2

103 RESTROOM EXP-1 EPB-1 PNT-1 PNT-2

104 ENTRY CON-1 - - CS-1

FINISH KEY

MATERIAL ABB. DESCRIPTION NOTES

BRUSHED CONCRETE CON-1 CONCRETE WITH BROOM FINISH TO MATCH ADJACENT

SIDEWALK FINISH

SEALED CONCRETE CON-2 SEALED CONCRETE WITH BRUSH FINISH

RESINOUS FLOORING RF-1 DURA-FLEX; DURA-CHIP; ARMOR TOP GLOS

RESINOUS WALL BASE RWB-1 DURA-FLEX; DURA-CHIP; ARMOR TOP GLOS; 6" H. INTEGRAL BASE

WALL PAINT - EPOXY PNT-1 EPOXY PAINT; COLOR: SHERWIN WILLIAMS, REPOSE

GRAY, SW 7015

PAINT RAW CONCRETE WITH

BLOCK FILLER PRIMER; COORD.

W/EPOXY TOP COAT REQ'MTS

CEILING PAINT PNT-2 SHERWIN WILLIAMS, SNOWBOUND, SW 7004; FINISH:

SATIN

PAINT RAW WOOD WITH PRIMER

PRIOR TO FINAL FINISH

DOOR & FRAME PAINT PNT-3 SHERWIN WILLIAMS; PORPOISE, SW 7047; FINISH:

SEMI-GLOSS

STRUCTURAL STEEL PAINT PNT-4 SHERWIN WILLIAMS; PORPOISE, SW 7047; FINISH:

SEMI-GLOSS

CEDAR SIDING SEALER CS-1 CEDAR, GRADE: NEAR CLEAR, MARINE GRADE

SEALER

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

A4.1

PRE-ENGINEERED

WOOD TRUSSES

STANDING SEAM METAL

ROOF, PAC-CLAD OR EQ.,

ON WEATHER BARRIER, ON

EXT. GRADE SHEATHING

PRE-FINISHED ALUM. GUTTER &

DOWNSPOUT

8" SPLIT FACE CMU W/ LOXON

40% SILANE WATER REPELLANT

SEALER (CLEAR), TYP.

STOREFRONT WINDOW W/

TRANSLUCENT FILM, PROVIDE SILL

FLASHING AT SILL SLOPED TO

EXTERIOR FACE OF CMU

MOP SINK

BOND BEAM @ T.O. WALL &

WINDOW HEAD, SEE STRUCTURAL

A4.1

A4.1

R-38 MIN. BATT INSULATION

REINF. CONT. CONCRETE

FOOTING, SEE STRUCTURAL

A E

B

B

B

EA

B

B

B

HH

ELECTRICAL PANEL

R-10 MIN. RIGID PERIMETER

FOUNDATION INSUL, TYP.

CONT. PERF. FOUNDATION

DRAIN, INSTALL PER 2018 IBC,

SECTION 1805.4.2

CEDAR SHIPLAP T&G SOFFIT,

SEALED

1X4 CEDAR TRIM, SEALED

CONT. FLASHING & DRIP EDGE

1X6 CEDAR FASCIA, SEALED ON

P.T. 2X4 SUB-FASCIA, TYP.

GROUND LEVEL

0"

T.O. MASONRY

8' - 8"

A4.1

A

11 1/2"

SPLIT FACE 8" CMU

BLOCK WALL

STANDING SEAM METAL ROOFING,

PAC-CLAD OR EQ., ON WEATHER

BARRIER ON EXT. GRADE SHEATHING

A4.1

1X6 CEDAR FASCIA ON P.T. 2X4

SUB-FASCIA, TYP.

CEDAR SHIPLAP T&G SIDING,

SEALED, TYP.

8x8 STEEL BEAM

8x8 STEEL COLUMN

PRE-ENGINEERED WOOD

TRUSS

CEDAR TRIM BOARD

A4.1

A4.1

R-38 MIN. BATT INSULATION

CONTINUOUS CONCRETE

FOOTING, SEE STRUCTURAL

A4.1

Sim

A4.1

Sim

H

G

HM DOOR, SEE

SCHEDULE

PRE-FINISHED ALUM. DRIP EDGE

@ RAKE EDGE, TO MATCH

ROOFING FINISH

CONT. PERF. FOUNDATION

DRAIN, INSTALL PER 2018 IBC,

SECTION 1805.4.2

1X6 CEDAR SHIPLAP T&G SOFFIT,

SEALED

T.O. MASONRY

8' - 8"

SELF-ADHERED FLEXIBLE FLASHING

SPLIT FACE 8" CMU

BLOCK WALL

ANCHOR BOLT

METAL FLASHING W/ DRIP EDGE

2x4 FRAMING W/ R-20 BATT

INSULATION @ 16" O.C. MAX

5/8" EXTERIOR GRADE

PLYWOOD SHEATHING

WD BLOCKING AS

REQ'D

GRADE A PLYWOOD CLG,

PAINTED

1x TRIM & BATTENS, PAINTED

DOUBLE 2x6 P.T. TOP

PLATE

P.E. ROOF TRUSS, SEE

STRUCTURAL

1X6 CEDAR NICKEL GAP, T&G

SIDING, SEALED, EXTENDED 2"

PAST CMU

SPLIT FACE BOND

BEAM, SEE STRUCTURAL

CAU�� A�D BAC�ER R�D

SHI� AS REQUIRED

A�U�I�U� ST�REFR��T� SEE

G�A�I�G E�EVATI��S

SP�IT FACE 8" C�U B��D

BEA�� SEE STRUCTURA�

SEA�A�T A�D BAC�ER R�D

CAU�� A�D BAC�ER R�D

SHI� AS REQUIRED

A�U�I�U� ST�REFR��T� SEE

G�A�I�G E�EVATI��S

SP�IT FACE 8" C�U B��C�

WA��

SEA�A�T A�D BAC�ER R�D

C�U SI�� B��C�

PA� F�ASHI�G

GROUND LEVEL

0"

HM DOOR, SEE SCHEDULE

1/2" EXPANSION JOINT

4" CONCRETE SLAB OVER MIN.

4" CLEAN CRUSHED GRAVEL

8" CMU WALL, GROUTED

SOLID BELOW GRADE, SEE

STRUCTURAL

H.M. FRAME - FILL W/ GROUT

SPLIT FACE 8" CMU BOND

BEAM, SEE STRUCTURAL

CAULK AND BACKER RODSEALANT AND BACKER ROD

DOOR AS SCHEDULED

DATE:

PROJECT NO:

A N e w

R e st ro o m

B u ild in g f o r:

M c

F e e R o a d F a rr a g u t, T

N

M c

F E E P

A R

K

11/24/2025

253128

A4.1

BUILDING

SECTIONS &

DETAILS

11/24/2025

1/2" = 1'-0"A4.1

1 BUILDING SECTION

1/2" = 1'-0"A4.1

2 BUILDING SECTION

1 1/2" = 1'-0"A4.1

3 DETAIL @ TOP OF MASONRY

1 1/2" = 1'-0"A4.1

4 STOREFRONT HEAD/ JAMB DETAIL

1 1/2" = 1'-0"A4.1

5 STOREFRONT SILL DETAIL

1 1/2" = 1'-0"A4.1

6 HM DOOR THRESHOLD DETAIL

1 1/2" = 1'-0"A4.1

7 HM DOOR HEAD/JAMB DETAIL

ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED AND PUBLISHED

UNLESS SPECIFIED OTHERWISE.

DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCY. NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY, AND THEREFORE REQUIRE TEMPORARY SUPPORT BRACING DURING CONSTRUCTION. THE STRUCTURE SHALL BE CONSIDERED STABLE WHEN : ALL THE FRAMING HAS BEEN ERECTED AND CONNECTED AS SHOWN ON THE DESIGN AND SHOP FABRICATION DRAWINGS, SLAB, FLOOR, AND ROOF DIAPHRAGMS ARE COMPLETELY ATTACHED AND CURED AND THE FOOTINGS HAVE BEEN COMPLETELY BACKFILLED. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, ASSEMBLY REQUIREMENTS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFETY OF CONSTRUCTION.

CONTRACTOR TO REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND

RECESSES NOT SHOWN ON THE STRUCTURAL DRAWINGS.

CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL OPENINGS AND EQUIPMENT PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT DETAILS AND APPROVED SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND

SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITY LINES THROUGHOUT THE BUILDING.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND FINAL REMOVAL/CLEARANCE OF

ANY REQUIRED SHORING OR BRACING OF STRUCTURES.

1.01

1.02

1.03

1.04

1.05

1.06

1.07

1.08

1.09

GENERAL NOTES :

DESIGN LOADS: 2018 IBC (ASCE 7-16)

DEAD LOADS:

ROOF:......................................................................................................................................SELF WEIGHT OF MATERIAL AS SHOWN FLOOR.....................................................................................................................................SELF WEIGHT OF MATERIAL AS SHOWN

LIVE LOADS:

ROOF:......................................................................................................................................20 psf FLOOR SLAB:.........................................................................................................................100 psf

WIND LOADS:

ULTIMATE DESIGN WIND SPEED:.......................................................................................104 MPH EXPOSURE CATEGORY:.......................................................................................................C OCCUPANCY CATEGORY:....................................................................................................II IMPORTANCE FACTOR:........................................................................................................1.0 (MAIN WIND FORCE RESISTING SYSTEM)

1.15 (COMPONENTS AND CLADDING)

ENCLOSURE CLASSIFICATION:..........................................................................................ENCLOSED INTERNAL PRESSURE COEFFICIENT:................................................................................+/-0.18

WALL COMPONENTS AND CLADDING:..............................................................................25 sf +/- 38 psf 50 sf +/- 33 psf 75 sf +/- 30 psf 100 sf +/- 28 psf

SEISMIC LOADS

MAPPED SPECTRAL RESPONSE ACCELERATION:.........................................................SS = 65.4% S1 = 13.8% OCCUPANCY CATEGORY:....................................................................................................II SEISMIC IMPORTANCE FACTOR:........................................................................................1.0 SITE CLASS:...........................................................................................................................D SPECTRAL RESPONSE COEFFICIENT:...............................................................................SDS = 0.557

SD1 = 0.214

SEISMIC DESIGN CATEGORY:.............................................................................................D BASIC SEISMIC FORCE RESISTING SYSTEM:...................................................................ORDINARY REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR, R:...........................................................................2.0 ANALYSIS PROCEDURE USED:..........................................................................................EQUIVALENT LATERAL FORCE SEISMIC RESPONSE COEFFICIENTS, Cs:.........................................................................0.279 DESIGN BASE SHEAR, V:....................................................................................................0.279W

SNOW LOADS

GROUND SNOW LOAD, Pg:..................................................................................................10 psf FLAT ROOF SNOW LOAD, Pf:..............................................................................................7 psf SNOW EXPOSURE FACTOR, Ce:.........................................................................................1.0 SNOW LOAD IMPORTANCE FACTOR, I:.............................................................................1.0 THERMAL FACTOR, Ct:........................................................................................................1.0 RAIN ON SNOW SURCHARGE:............................................................................................5 psf (BALANCED LOAD)

ALLOWABLE SOIL BEARING PRESSURE:...........................................................................................2,000 psf (DESIGN BASIS)

FOUNDATION NOTES :

OWNER OR CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADE, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTING, SLABS, WALLS, FILLS, BACKFILLS, ETC. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR NEWLY PLACED STRUCTURAL FILL. OWNER OR CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL VERIFY ALLOWABLE SOIL BEARING CAPACITY PREPARATION REQUIREMENTS INCLUDING SUBGRADE IMPROVEMENT AND STRUCTURAL FILL PLACEMENT REQUIREMENTS. A MANUALLY OPERATED VIBRATOR SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS

IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE EXCAVATION PROCESS.

SIDES OF THE FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS : SLOPE SIDES OF EXCAVATIONS AS APPROVED BY THE GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE

PLACEMENT.

CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

WHERE FOOTING STEPS ARE NECESSARY THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO

HORIZONTAL.

2.01

2.02

2.03

2.04

SPLICE, TYP.

CLASS 'B' 2 x "H" (MINIMUM)

(2 '-0

M

A X

"H

TYPICAL FOOTING STEP DETAIL

NOT TO SCALE

"Z" BAR SAME SIZE &

NUMBER AS CONTINUOUS REINF.

CONTINUOUS FOOTING. SEE PLAN

FOR SIZE AND REINFORCING

TYPICAL

3" CLEAR

T Y

P

IC

A L

3" C

L E

A R

THE BOTTOM OF FOOTINGS SHALL BEAR BELOW THE FROST DEPTH AS SPECIFIED IN THE GEOTECHNICAL

REPORT OR BY THE LOCAL MUNICIPALITY.

FOOTINGS MUST BE BACKFILLED BEFORE THE STRUCTURE IS CONSIDERED STABLE. CONCRETE SLAB SHALL REACH 28 DAY COMPRESSIVE STRENGTH BEFORE THE STRUCTURE IS CONSIDERED STABLE.

COORDINATE FOOTING STEPS WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

SOIL SUPPORTED SLABS ON GRADE ARE DESIGNED TO BEAR ON A SUBGRADE WITH A MINIMUM MODULUS OF SUBGRADE REACTION OF 150 PCI. WHERE POSSIBLE. SEE GEOTECHNICAL REPORT FOR AREAS WHERE

MINIMUM MODULUS OF SUBGRADE REACTION WILL DIFFER.

WHERE FOUNDATION EXCAVATIONS MUST REMAIN OPEN AND ARE SUBJECT TO RAINFALL, THE EXCAVATIONS SHALL BE UNDERCUT AND A 3" THICK MUD MAT OF 2,000 PSI CONCRETE SHALL BE PLACED IN THE BOTTOM TO

PROTECT THE BEARING SOILS.

2.05

2.06

2.07

2.08

2.09

WOOD TRUSS NOTES:

WOOD TRUSSES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S TPI 1-2014 "NATIONAL DESIGN STANDARDS FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION" AND

THE 2018 INTERNATIONAL BUILDING CODE..

WOOD TRUSSES TO BE DESIGNED BY A REGISTERED ENGINEER IN THE STATE OF TENNESSEE.

WOOD TRUSS DESIGNER TO COORDINATE LAYOUT AND SPACING WITH MECHANICAL, ELECTRICAL, AND PLUMBING.

DESIGNER TO PROVIDE MAXIMUM ALLOWABLE SHIFTS BASED ON MECHANICAL, ELECTRICAL, AND PLUMBING LAYOUT.

ALL RECOMMENDATIONS FOR BRACING, QUALITY CONTROL, AND DESIGN OF THE TRUSSES SHALL BE PER THE TRUSS

PLATE INSTITUTE SPECIFICATIONS.

PROVIDE SHOP DRAWINGS SHOWING STRESS DIAGRAMS STAMPED WITH SEAL OF DESIGNING ENGINEER. THE

FOLLOWING ITEMS TO BE INCLUDED WITH SHOP DRAWINGS:

A. LAYOUT PLAN INDICATING LOCATIONS AND TRUSS TYPE.

B. TRUSS DETAILS AND TRUSS TO TRUSS CONNECTIONS.

C. BRACING REQUIREMENTS.

D. ANY OTHER INFORMATION REQUIRED TO COMPLETE TRUSS PORTION OF CONTRACT.

PROVIDE SPECIAL DESIGNED TRUSSES FOR CORNERS, GIRDERS, HEADERS, ETC.

ROOF TRUSSES TO BE DESIGNED FOR FOLLOWING LOADS (UNLESS NOTED OTHERWISE):

A. LIVE LOAD TOP CHORD............................................................................................................................................20 psf B. DEAD LOAD TOP CHORD.........................................................................................................................................10 psf C. DEAD LOAD BOTTOM CHORD.................................................................................................................................10 psf

D. WIND LOADS, SEISMIC LOADS, AND SNOW LOADS PER DESIGN LOADS IN GENERAL NOTES

ALL LUMBER TO BE A MINIMUM SIZE OF 2 X 4 #2 SOUTHERN PINE, KILN DRIED, FOR TOP AND BOTTOM CHORDS AND

#3 SOUTHERN PINE, KILN DRIED, FOR WEBS.

ALTHOUGH WEB LAYOUT MAY BE SHOWN ON PLANS, IT IS RESPONSIBILITY OF TRUSS DESIGNER TO MODIFY AS

REQUIRED FOR DESIGN PURPOSES.

TRUSSES TO BE CONNECTED TO NAILERS WITH SIMPSON STRONG TIE OR "H2.5A" TRUSS CONNECTORS, OR EQUIVALENT, WITH A MINIMUM G185 GALVANIZED COATING AT EACH BEARING LOCATION, UNLESS NOTED OTHERWISE.

MAXIMUM SPACING OF ROOF TRUSSES TO BE 24" ON CENTER, U.N.O.

THE VERTICALS OF GABLE END TRUSSES SHALL BE AT 16" O.C. AND DESIGNED FOR OUT-OF-PLANE WIND LOADS PER

DESIGN LOADS IN GENERAL NOTES.

CONTRACTOR AND SUPPLIER TO PROVIDE ALL LABOR AND MATERIALS TO COMPLETE TRUSS PORTION OF PROJECT.

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

AS A MINIMUM, PERMANENT 2X4 DIAGONAL BRACING SHALL BE NAILED TO THE TOP SIDE OF THE ROOF TRUSS BOTTOM CHORDS AND BOTTOM SIDE OF THE TRUSS TOP CHORDS AT EACH END OF THE BUILDING AND AT 20 FOOT INTERVALS.

ATTACH BRACING TO CHORDS USING (2) 16d x 3 1/2" COMMON NAILS.

WOOD TRUSSES SHALL NOT BE CUT, NOTCHED, OR BORED.

3.01

3.02

3.03

3.04

3.05

3.06

3.07

3.08

3.09

3.10

3.11

3.12

3.13

3.14

3.15

3.16

STRUCTURAL STEEL NOTES :

STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC CODE OF STANDARD PRACTICE, LATEST EDITION AND THE REQUIREMENTS OF OSHA 29 CFR PART 1926, SUB-PART R, SAFETY STANDARDS

FOR STEEL ERECTION.

SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL, DETAILING FOR STEEL CONSTRUCTION, LATEST EDITION. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED, REVIEWED AND APPROVED.

THE USE OF STRUCTURAL DRAWINGS FOR SHOP DRAWING PURPOSES SHALL NOT BE PERMITTED.

STEEL SHAPES AND MATERIALS :

STRUCTURAL STEEL WIDE FLANGE SHAPES

PLATES, ANGLES AND CHANNELS

STRUCTURAL SQUARE TUBING

STRUCTURAL ROUND TUBING

STEEL PIPE

BOLTS

STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36 AND SHALL HAVE A MINIMUM DIAMETER OF 3/4", UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE STRAIGHT WITH AN EMBEDDED END NUT AND WASHER, TACK WELD WASHER TO END NUT, PROVIDE 8" EMBEDMENT TO TOP OF EMBEDDED WASHER, UNLESS NOTED OTHERWISE. ANCHOR BOLT THREADS SHALL PROJECT 6" ABOVE TOP OF CONCRETE TO RECEIVE DOUBLE NUT AND WASHER FOR LEVELING. PROVIDE PROTECTION COVER FOR EXPOSED THREADS AND NUTS ABOVE THE BASE PLATE. ANCHOR BOLTS SHALL BE SET WITH TEMPLATES, HOLE PATTERN OF TEMPLATE SHALL MATCH BASE PLATE, AND THE TEMPLATE MUST BE SECURELY DOUBLE NUTTED TO ANCHOR BOLTS DURING CONCRETE INSTALLATION. PROVIDE 1 1/2" OF NON-SHRINK GROUT BELOW

BASE PLATE, UNLESS NOTED OTHERWISE. BE CAREFUL OF WELDING ON STRESS SIDE OF NUT.

USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1, STRUCTURAL WELDING CODE. USE ONLY CERTIFIED WELDERS, ALL ELECTRODES SHALL CONFORM TO AWS A5, GRADE E70XX. BARE ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION. PROVIDE AWS WELDER CERTIFICATION RECORD OF ALL WELDERS. MINIMUM WELD SIZE TO BE 3/16" FILLET WELD, UNLESS

NOTED OTHERWISE.

CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS…