1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FINISH SPECIFICATIONS ARE INCLUDED IN FINISH PLAN(S) AND/OR

SUPPORTING SPECIFICATION DOCUMENTS. FINISHES DENOTED IN ONE

OR THE OTHER ARE ASSUMED TO BE SYNONYMOUS WITH EACH

OTHER.

CONTRACTOR MUST NOTIFY THE DESIGN TEAM IN WRITING SHOULD

ANY CONFLICT IN FINISH SPECIFICATION BE NOTED.

CONSULT FINISH SCHEDULE(S) AND/OR ASSOCIATED SPECIFICATION

DOCUMENTS AS NECESSARY FOR FINISH PRODUCTS(S), MODEL(S),

MFR'S, ETC.

WHERE NOT EXPRESSLY SPECIFIED, CONTRACTOR TO PROVIDE FINISH

SUBMITTAL(S) TO DESIGN TEAM FOR FINAL APPROVAL.

WHERE NECESSARY, DESIGN DOCUMENTS MAY DEFER TO OWNER

PREFERENCE AND/OR SELECTION

PREPARE ALL FLOOR AND WALL SURFACES/SUBSTRATES FOR NEW

FINISHES. PROVIDE PROPER LEVELING AS REQUIRED AT DISSIMILAR

AND/OR UNEVEN FLOOR SURFACES. INSTALLATION OF FINISH

PRODUCTS TO FOLLOW MANUFACTURER'S INSTRUCTIONS.

ALL FLOORING MATERIALS TRANSITIONS SHALL OCCUR AT THE

CENTERLINE OF DOORS SEPARATING ROOMS. UNO. CONTRACTOR TO

COORDINATE DOOR THRESHOLD REQUIREMENTS WITH DOOR

HARDWARE SCHEDULE.

FINISHES @ ACCESSORY SPACES (E.G. CLOSETS, RECESSES, ETC.) TO

MATCH ADJACENT SPACES. UNO.

ALL TILE EDGES TO BE EQUIPPED WITH SCHLUTER EDGE TRIM AND

COVE BASE TYP. (OR APPROVED EQUAL).

IF NOT FULLY SPECIFIED AT TIME OF COSTING, CONTRACTOR WILL

ASSUME "ARCHITECTURAL-GRADE" QUALITY FINISHES UNLESS

SPECIFIED AS "BUILDER-GRADE" OR OTHERWISE.

CONTRACTOR TO PROVIDE STAINLESS STEEL CORNER-GUARD WALL

PROTECTION WHERE APPLICABLE U.N.O.

FINISH CALLOUTS:

GENERAL FINISH NOTES

CEILING

WALL

FLOOR

SHEET INDEX

A001 TITLE SHEET

A002 A003 A010 A011 A020 A100 A110 A120 A130 A200 A201 A300 A500 A510 A600

ACCESSIBILITY

EXISTING FACILITY DRAWINGS

DEMOLITION & NEW WORK PLAN

ARCHITECTURAL SITE PLAN

MAIN FLOOR PLAN

ROOF PLAN

ACCESSIBILITY

REFLECTED CEILING PLAN

FINISH PLAN

BUILDING ELEVATIONS

BUILDING ELEVATIONS

BUILDING SECTIONS

INTERIOR ELEVATIONS

ARCHITECTURAL DETAILS

DOOR & WINDOW SCHEDULES

1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO

BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS. ANY

FINISHES, MATERIALS, ETC. NOT NOTED ARE ASSUMED TO MATCH

ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.

1.1 WHERE EXISTING BUILDING ELEMENTS CANNOT BE

REASONABLY MATCHED, CONTRACTOR TO COORDINATE WITH

DESIGN TEAM AND OWNER FOR APPROVAL OF COMPARABLE

SUBSTITUTIONS.

2. AS-BUILT DRAWINGS ARE FROM GRID CENTER LINE OR FACE OF

EXISTING FINISHED SURFACE U.N.O.

3. AS-BUILT DRAWINGS, DIMENSIONS, SCHEDULES, ETC. ARE PROVIDED

BASED ON THE OBSERVABLE BUILDING AT THE TIME OF PLAN

DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL AS-BUILT DIMENSIONS, SYSTEMS, CONDITIONS, ETC. SHOULD THE

CONTRACTOR FIND A DISCREPANCY OR SIGNIFICANT DIFFERENCE

BETWEEN AS-BUILT DRAWINGS AND EXISTING CONDITIONS, THEY MUST

NOTIFY THE DESIGN TEAM IMMEDIATELY.

4. VARIOUS PLAN SHEET SERIES ARE ASSUMED TO BE SYNONYMOUS

WITH EACH OTHER. THE INFORMATION GIVEN FOR ONE DISCIPLINE SET,

SHOULD BE ASSUMED FOR ALL.

5. CONTRACTOR TO REPORT ANY DISCREPANCIES DISCOVERED IN

WRITING TO THE DESIGN TEAM. WORK FOUND IN CONFLICT WITH

THE REQUIREMENTS INDICATED ON DRAWINGS SHALL BE CORRECTED

BY THE CONTRACTOR.

6. WHERE APPLICABLE, CONTRACTOR TO FIELD VERIFY SIZING OF ALL

ROUGH-INS FOR SPECIFIED DOORS AND WINDOWS.

7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS

FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 SHEET SERIES FOR

DOOR AND WINDOW TYPES.

8. DOORS IN PATH OF EGRESS SHALL BE EQUIPPED WITH HARDWARE

COMPLYING WITH CHAPTER 10 OF IBC.

9. DOORS REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH

HARDWARE COMPLYING WITH THE AMERICANS WITH DISABILITY ACT,

AS WELL AS ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS.

COMPLIANCE WITH ONE CODE DOES NOT NECESSARILY GUARANTEE

COMPLIANCE WITH ALL.

10. ACCESSIBLE FACILITIES MUST BE DESIGNED TO COMPLY WITH ALL THE

REQUIREMENTS OF THE AMERICANS WITH DISABILITY ACT, AS WELL AS

ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS. COMPLIANCE

WITH ONE CODE DOES NOT NECESSARILY GUARANTEE COMPLIANCE

WITH ALL.

11. FLOOR CLEAN OUTS ARE TO BE LOCATED IN INCONSPICUOUS PLACES

AND NOT IN MAIN ROOMS. ALL FLOOR CLEAN OUTS LOCATED IN

CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL

CLEAN OUTS ARE TO BE FLUSH TO FLOOR/WALL.

12. GRID LINES SHOWN FOR EXISTING BUILDING STRUCTURE IS ASSUMED

BASED ON ORIGINAL BUILDING DRAWINGS. ANY DIMENSIONS SHOWN

TO/FROM EXISTING STRUCTURAL GRID LINES ARE SHOWN FOR

CONVENIENCE ONLY AND MUST BE FIELD VERIFIED BY THE

CONTRACTOR.

GENERAL PLAN NOTES

1. CENTER ACOUSTIC CEILING GRID IN SPACE. U.N.O.

2. CENTER LIGHT FIXTURES IN SOFFITS AND IN ROOMS. U.N.O. WHERE

THERE ARE MULTIPLE FITTINGS IN ROOMS, THESE ARE TO BE SPACED

EQUIDISTANTLY.

3. PRIOR TO ORDERING OR INSTALLING LIGHTING FIXTURES, LOCATIONS

AND QUANTITIES SHALL BE APPROVED BY LOCAL FIRE MARSHALL.

COORDINATE FIXTURE INSTALLATION WITH FIRE SENSING SYSTEMS.

4. CENTER SMOKE/CARBON MONOXIDE DETECTORS IN ACOUSTIC CEILING

TILES, WHERE OCCURS.

5. CENTER SPRINKLER HEADS IN ACOUSTIC CEILING TILES (IF APPLICABLE

PER CODE SPECIFICATION).

6. IF FACTORY FINISH IS NOT COMPATIBLE WITH CEILING COLOR, PAINT

ALL DIFFUSERS TO MATCH ADJACENT FINISH. U.N.O.

7. CONTRACTOR TO VERIFY QTY. & LOCATION OF CEILING MOUNTED

SPEAKERS, IF APPLICABLE.

8. PROVIDE BACK-UP EMERGENCY LIGHTING AS REQUIRED BY CODE.

REFER TO ELECTRICAL PLANS.

9. AT SUSPENDED ACOUSTIC CEILING AND FOR ALL OTHER FIXTURE

TYPES NOT LISTED: CENTER FIXTURE IN ACOUSTIC CEILING TILES,

WHERE OCCURS.

10. FIELD PAINT ALL CONDUIT, JUNCTION BOXES, AND HARDWARE TO

MATCH ADJACENT SURFACES.

GENERAL RCP NOTES

RCP LEGEND

NEW FINISHED

GYPBOARD CEILING

NEW EXTERIOR

FIBER CEMENT

SOFFIT

EXISTING

GYPBOARD CEILING

TO BE REPAIRED

AND REFINISHED

AS/IF REQUIRED

VENTED SOFFIT

1. REFERENCE ROOF PLAN (A110 SERIES) & BUILDING SECTIONS (A300

SERIES) FOR COMPLETE ROOF PLAN AND SECTION DETAILS.

2. ROOFING CONTRACTOR IS RESPONSIBLE FOR COMPLETE REMOVAL OF

EXISTING ROOFING SYSTEMS AND PREPARATION OF ALL

SUBSURFACES FOR NEW ROOFING SYSTEMS WHERE NOTED.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING/REPLACING ALL ROOF

DECKING, INSULATION, BLOCKING, ETC. FOUND TO BE DAMAGED,

ROTTED, ETC.

4. ALL MECHANICAL ROOFTOP UNITS, VENTING, DRAINS, ETC. IF SHOWN

ON ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. EXISTING

CONDITIONS GOVERN FOR NEW MECHANICAL DESIGNS AND

SPECIFICATIONS.

5. ROOFING CONTRACTOR IS RESPONSIBLE FOR INSTALLING PROPER

FLASHING AND CURBS BASED ON MECHANICAL UNIT NEEDS. ROOFING

CONTRACTOR IS RESPONSIBLE TO COORDINATE W/ MECHANICAL

CONTRACTOR TO VERIFY WHICH ROOFTOP ELEMENTS ARE BEING

REPLACED, UPDATED, OR ELIMINATED.

6. WHERE NEW-TO-EXISTING TRANSITIONS OCCUR, CONTRACTOR IS

RESPONSIBLE FOR ADEQUATE FLASHING AND WATER MITIGATION IN

LINE W/ INDUSTRY STANDARDS AND PRACTICE INCLUDING (BUT NOT

LIMITED TO) ROOF/WALL ABUTMENTS, PARAPETS, OVERFLOWS, EDGE,

ETC.

7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING

SLOPES. IF PROPOSED ROOF HEIGHTS AND SLOPES CREATE CONFLICT

W/ EXISTING DRAINAGE, CONTRACTOR MUST NOTIFY THE DESIGN TEAM

IN WRITING IMMEDIATELY FOR APPROPRIATE DESIGN RESOLUTION.

GENERAL ROOF NOTES

ROOF LEGEND

STANDING SEAM METAL ROOF SYSTEM

STANDING SEAM METAL ROOF SYSTEM EXTENSION

@ = AT

ACT = ACOUSTIC CEILING TILE

AFF = AIR & EQUIPMENT ETC. N/A

AFF = ABOVE FINISH FLOOR

ALUM = ALUMINUM

ANOD = ANODIZED

ARCH = ARCHITECTURAL

BDRM = BEDROOM

BRK = BRICK

BSMT = BASEMENT

BLK = BLOCK

BOT = BOTTOM

CA = CONSTRUCTION ADMINISTRATION

CD = CONSTRUCTION DOCUMENT(S)

CIRNL = CIRCULAR

CIP = CAST IN PLACE

CJ = CONTROL JOINT

CLG = CEILING

CLR = CLEAR

CMU = CONCRETE MASONRY UNIT

CNTR = COUNTERTOP

COL = COLUMN

COMP = COMPOSITE

CONT = CONTINUOUS

CT = CERAMIC TILE

CPTB = CARPET BASE

DBL = DOUBLE

DEMO = DEMOLITION

DD = DESIGN DEVELOPMENT

DIAM = DIAMETER

DIM = DIMENSION

DNS = DIMENSIONS

DN = DOWN

DR = DOOR

DWG = DRAWING

EA = EACH

EJ = EXPANSION JOINT

ELEC = ELECTRICAL

ELEV = ELEVATION (OR) ELEVATOR

EPDM = ETHYLENE PROPYLENE DIENE M-CLASS

EQ = EQUAL

EX = EXISTING

EXT = EXTERIOR

FD = FLOOR DRAIN (OR) FIRE DEPARTMENT

FEC = FIRE EXTINGUISHER CABINET

FF = FINISHED FACE (OR) FINISHED FLOOR

FFE = FINISHED FLOOR ELEVATION

FF&E = FURNITURE, FIXTURES, & EQUIPMENT

FFL = FINISHED FLOOR LEVEL

FIN = FINISH

FLT = FIXTURE

FLR = FLOOR

FLT = FLUTED METAL

FND = FOUNDATION

FO = FACE OF

FOF = FACE OF FINISH

FS = FULL SIZE

GALV = GALVANIZED

GWB = GYPSUM WALL BOARD

HC = HOLLOW CORE

HCW = HOLLOW CORE WOOD

HDWR = HARDWARE

HGT = HEIGHT

HM = HOLLOW METAL

HMF = HOLLOW METAL FRAME

HP = HIGH POINT

HR = HOUR

HVAC = HEATING, VENTILATION, & AIR CONDITIONING

ID = INSIDE DIAMETER

INT = INTERIOR

JT = JOINT

MECH = MECHANICAL

MEP = MECHANICAL, ELECTRICAL, PLUMBING

MBRN = MEMBRANE

MFR = MANUFACTURER

MTL = METAL

NIC = NOT IN CONTRACT

NA = NOT APPLICABLE

NOM = NOMINAL

NTRL = NATURAL

NTS = NOT TO SCALE

OC = ON CENTER

OH = OVERHEAD OR OPPOSITE HAND

OPP = OPPOSITE

OR = OR

PC = PRE-CAST CONCRETE

PD = POCKET DOOR

PLUMB = PLUMBING

PLYW = PLYWOOD

PRFIN = PREFINISHED

PT = PRESSURE TREATED

PNL = PANEL

PVC = POLYVINYL CHLORIDE

RBR = RUBBER

RCP = REFLECTED CEILING PLAN

RD = ROOF DRAIN

REQD = REQUIRED

RM = ROOM

SGWD = SOLID CORE WOOD DOOR

SD = SMOKE DETECTOR

SIM = SIMILAR

SPCFD = SPECIFICATION/SPECIFIED

SPK = SPRINKLER OR SPEAKER

SS = STAINLESS STEEL

ST = STONE TILE

STC = SOUND TRANSMISSION COEFFICIENT

STL = STEEL

STR = STRIP

STRS = STAIRS

STRUCT = STRUCTURE/STRUCTURAL

T&G = TONGUE & GROOVE

TEL = TELEPHONE

TLT = TOILET

TME = TO MATCH EXISTING

TO = TOP OF

TOC = TOP OF CONCRETE

TOS = TOP OF STEEL

TYP = TYPICAL

UNO = UNLESS NOTED OTHERWISE

VB = VINYL BASE

VIF = VERIFY IN FIELD

VP = VISION PANEL

VT = TILE

W = WITH

WD = WOOD

ABBREVIATIONS LEGEND

1. DOOR HARDWARE SCHEDULE

DEFERRED SUBMITTALS

PROJECT NAME: KANE COUNTY DMV & ASSESSOR OFFICE RENOVATION

LOCATION: 180 W 300N,

KANAB, UT 84741

OWNER: KANE COUNTY MUNICIPAL BUILDING AUTHORITY

OWNER REP: KRISTIAN RAMSAY

PHONE #: (435) 313-5871

DESIGN: IRON ROCK GROUP

ADDRESS: P.O. BOX 55, KANAB, UTAH 84741

PHONE #: (435) 644-2031

FAX #: (435) 644-2969

STRUCTURAL: IRON ROCK GROUP

ADDRESS: P.O. BOX 55, KANAB, UTAH 84741

PHONE #: (435) 644-2031

FAX #: (435) 644-2969

MEP: IRON ROCK GROUP

ADDRESS: P.O. BOX 55, KANAB, UTAH 84741

PHONE #: (435) 644-2031

FAX #: (435) 644-2969

ZONE: C3

FIRE DISTRICT: KANAB CITY

CONTRACTOR: TBD

PROJECT CONTACTS & COORDINATION

A. CONTRACTOR SHALL COORDINATE REQUIREMENTS OF THE DRAWINGS

BEFORE BEGINNING INSTALLATION OF WORK. REPORT DISCREPANCIES

BETWEEN THE CONSTRUCTION DOCUMENTS TO THE OWNER AND

FOUND IN CONFLICT WITH THE REQUIREMENTS INDICATED ON

DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR.

B. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF

OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES.

COORDINATE WORK OF VARIOUS CONSTRUCTION TRADES HAVING

INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING

TO, AND PLACING IN SERVICE OF SUCH EQUIPMENT.

C. COORDINATE SIZES REQUIREMENTS AND INSTALLATION OF

MECHANICAL AND ELECTRICAL WORK INDICATED ON DRAWINGS.

VERIFY FINAL ROUGH-IN AND LOCATION, SIZES FOR MECHANICAL

EQUIPMENT, LOCATION AND SIZES OF EQUIPMENT FOR PADS AND

BASES, AND REQUIREMENTS FOR POWER AND WATER OR DRAIN

INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE

PROCEEDING WITH INSTALLATION.

D. COMPLY WITH INSTALLATION REQUIREMENTS OF MANUFACTURER'S

INSTRUCTIONS AND APPROVED SHOP DRAWINGS.

COORDINATION:

PROJECT DESCRIPTION & DATA

EXISTING OFFICE AREA (DMV): = 620 SF

EXISTING OFFICE AREA (ASSESSORS): = 1,420 SF

EXISTING OFFICE AREA (USU): = 690 SF

EXISTING SHARED TENANT SPACES = 925 SF

EXISTING CIRCULATION/SERVICES = 810 SF

TOTAL EXISTING AREA TO REMAIN: = 4,465 SF

ADDITION OFFICE AREA = 0 SF

TOTAL BUILDING AREA: = 4,465 SF

PROJECT DATA:

THESE CONSTRUCTION DOCUMENTS REPRESENT RENOVATION & ROOF

ADDITION TO THE COUNTY'S EXISTING FACILITY. THE EXISTING FACILITY

FUNCTIONS AS A MULTI-TENANT OFFICE SPACE FOR VARIOUS DEPARTMENTS

AND COUNTY SERVICES.

THE EXISTING STRUCTURE IS TYPICAL STICK-BUILT WOOD CONSTRUCTION

WITH HIP-TRUSS ROOF FRAMING AND A CRAWLSPACE-TYPE FOUNDATION.

GENERAL PROJECT SCOPE INTENT INCLUDES 1) SPATIAL RECONFIGURATION

CHANGES TO THE SPACE TO ACCOMMODATE CURRENT AND FUTURE

OPERATIONAL NEEDS. 2) REPLACEMENT OF AGED OR WEATHERED BUILDING

COMPONENTS ON THE EXTERIOR FACADES AND WALKWAYS. 3) INTRODUCTION

OF NEW/MODERNIZED FINISHES TO THE INTERIOR SPACES. 4) INTRODUCTION

OF A NEW ROOF AWNING.

CONSTRUCTION DOCUMENTS HAVE BEEN ESTABLISHED IN ORDER TO

ADDRESS SCOPE OF NEW WORK AND EXISTING CONSTRUCTION. THE SCOPE

OF NEW WORK MAY BE UNCLEAR. THE CONTRACTOR MUST OBTAIN IN WRITING

PRIOR CLARIFICATION OF THE EXTENT OF NEW WORK, UNLESS NOTED

OTHERWISE. THE CONTRACTOR WILL BE RESPONSIBLE FOR 1) FAMILIARIZING

THEMSELVES WITH THE SITE & BUILDING PRIOR TO CONSTRUCTION AND 2)

COORDINATING ALL NEW WORK WITH ALL EXISTING WORK ADJACENT TO OR IN

THE EXISTING BUILDING INCLUDING FINISHES, MATERIALS, SYSTEMS, ETC.

WHICH ARE ADJACENT TO OR IMPACTED BY THE SCOPE OF THE PROPOSED

WORK AS REQUIRED.

CODE REVIEW & CALCULATIONS

1.

2.

3.

4.

THIS PROJECT IS A RENOVATION OF AN EXISTING BUILDING. PER IEBC 603.1,

THIS PROJECT IS A LEVEL 2 ALTERATION AND INCLUDES AT MAXIMUM:

THE RECONFIGURATION OF SPACE

THE ADDITION OR ELIMINATION OF ANY DOOR/WINDOW

THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM

THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT

THE BUILDING USE AND OCCUPANCY IS NOT INTENDED TO CHANGE.

ALL BUILDING CODE CRITERIA APPLICABLE TO THE INTENDED WORK AREAS

INCLUDING ACCESSIBILITY (IEBC 305), BUILDING ELEMENTS AND MATERIALS

(IEBC 802), FIRE PROTECTION (IEBC 803), CARBON MONOXIDE DETECTION (IEBC

804), MEANS OF EGRESS (IEBC 805), STRUCTURAL (IEBC 806), ELECTRICAL (IEBC

807), MECHANICAL (IEBC 808), PLUMBING (IEBC 809), AND ENERGY

CONSERVATION (IEBC 810), HAVE BEEN DETERMINED PER CHAPTER 8

(ALTERATIONS - LEVEL 2) OF THE INTERNATIONAL BUILDING CODE.

ALL WORK SHALL COMPLY WITH ALL CITY, COUNTY AND STATE BUILDING

CODES AND REGULATIONS, INCLUDING:

• 2021 INTERNATIONAL BUILDING CODE (IBC)

• 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

• 2021 INTERNATIONAL FIRE CODE (IFC)

• 2021 INTERNATIONAL FUEL GAS CODE (IFGC)

• 2021 INTERNATIONAL MECHANICAL CODE (IMC)

2023 NATIONAL ELECTRIC CODE (NEC)

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• ANSI A-117.1 2009 AS MODIFIED BY THE 2015 IBC

OCCUPANCY CLASSIFICATIONS:

• B (BUSINESS) INCLUDING CIVIC ADMINISTRATION

TYPE OF CONSTRUCTION:

• TYPE V-B

• NON-SPRINKLED

• NON-SEPARATED

BUILDING HEIGHT (PER TABLE 504.3):

OCC. (B) - NS - VB: = 40'-0" ALLOWED

19'-0" ACTUAL PROPOSED

NUMBER OF STORIES (PER TABLE 504.4):

OCC. (B) - NS - VB: = 2 STORIES ALLOWED

1 STORY EXISTING

BUILDING AREA (PER TABLE 506.2):

OCC. (B) - NS - VB: = 9,000 SF ALLOWED

4,465 SF ACTUAL, EXISTING

OCCUPANT LOAD (PER TABLE 1004.5):

B (BUSINESS AREAS) = 29.7 = 4,465 SF / 150 GROSS

30 OCCUPANTS TOTAL

EGRESS COMPONENTS:

• STAIRS AT 0.2" PER LOAD OR MIN. OF 44"

• OTHER 0.2" PER LOAD OR MIN. OF 32"

MEANS OF EGRESS:

• NUMBER OF EXITS: 2 MIN. PER SPACE

• CORRIDOR WIDTH: 44" MIN.

• COMMON PATH OF TRAVEL: 75'-0"

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

SCALE:

DRAWN BY:

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NOTE: ARTISTIC RENDERINGS ARE FOR REFERENCE ONLY. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. PLANS AND TECHNICAL DRAWINGS TAKE PRECEDENCE

N.T.S.

N o.

D es cr ip tio n

D at e

1_

2" MAX

1_

4" MAX 1_

4" MAX 1_

2" MAX

60" MIN

" M

IN

12" MIN

36" MIN

12" MIN

" M

IN

" M

IN

60" MIN 48" MIN

" M

IN

30" MIN

" M

IN

48" MIN

36" MIN

X

X

60" MIN

" M

IN

9"

6" MAX

17"-25"

" M

IN

8" MIN

" M

IN

11" MIN

9" MIN

25" MAX

" M

IN

X

X

4" MAX

" M

IN

" M

AX

10" MAX

15" MAX

" M

AX

" M

AX

20" MAX

>20-25" MAX

" M

AX

" M

AX

10" MAX

" M

AX

> 10-24" MAX

" M

AX

" M

AX

32" MIN

32" MIN

32" MIN

18" MIN

" M

IN

" M

IN

12" MIN

36" MIN 60

" M

IN

42" MIN 54

" M

IN

22" MIN

" M

IN

" M

IN

22" MIN 24" MIN48

" M

IN

24" MIN

" M

IN

" M

IN

24" MIN 48

" M

IN

24" MIN

" M

IN

" M

AX

2" MAX

1_

2" MAX

TURNING SPACE

NTS (SHOW @ 3/8" = 1') 305

CLEAR FLOOR SPACE

NTS (SHOW @ 3/8" = 1')

TOE AND KNEE CLEARANCE

NTS (SHOW @ 3/8" = 1')

307a

PROTRUDING OBJECTS

NTS (SHOW @ 3/8" = 1')308a

UNOBSTRUCTED REACH

NTS (SHOW @ 3/8" = 1')

308b

OBSTRUCTED REACH

NTS (SHOW @ 3/8" = 1')

404a

DOORS AND DOORWAYS

NTS (SHOW @ 3/8" = 1')

404b

SWINGING DOOR MANEUVERING CLEARANCES

NTS (SHOW @ 3/8" = 1') 904

SALES AND SERVICE COUNTERS

NTS (SHOW @ 3/8" = 1')

FLOOR

NTS

TYPE OF USE

MANEUVERING

CLEARANCES AT

MANUAL

SWINGING DOORS

APPROACH

DIRECTION

DOOR SIDE PERPENDICULAR

TO DOORWAY

PARALLEL TO

DOORWAY

(a) FROM FRONT PULL 60 INCHES 18 INCHES

(b) FROM FRONT PULL 48 INCHES 0 INCHES***

(c) FROM HINGE

SIDE

PULL 60 INCHES 36 INCHES

(d) FROM HINGE

SIDE

PULL 54 INCHES 42 INCHES

(e) FROM HINGE

SIDE

PUSH 42 INCHES* 22 INCHES****

(f) FROM LATCH

SIDE

PULL 48 INCHES* 24 INCHES

(g) FROM LATCH

SIDE

PUSH 42 INCHES** 24 INCHES

NOTES:

• CIRCULAR SPACE: TURNING SPACE SHALL BE A CIRCULAR SPACE WITH A 60 INCH MINIMUM DIAMETER.

• THE CIRCULAR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING

WITH SECTION 306 (ICC A117).

• T-SHAPED SPACE: THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60-INCH MINIMUM SQUARE, WITH ARMS AND BASE 36 INCHES MINIMUM IN WIDTH.

• EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, AND THE

BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM.

• THE T-SHAPED TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING

WITH SECTION 306 (ICC A117) ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

• UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.

BASE

ARM ARM

NOTES:

• CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THE CLEAR FLOOR SPACE.

• THE CLEAR FLOOR SPACE SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH.

• CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306

(ICC A117)/

• THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

• ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE

OR ADJOIN ANOTHER CLEAR FLOOR SPACE.

• WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE ALCOVE SHALL BE 60 INCHES

MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES.

• WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, THE ALCOVE SHALL BE 36 INCHES

MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES.

(a) clear floor space size

(b) forward

(c) parallel

NOTES:

• SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES ABOVE THE FLOOR SHALL BE CONSIDERED

TOE CLEARANCE.

• TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT.

• WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH

SECTION 305 (ICC A117), THE TOE CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT.

• SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE

THE FLOOR SHALL NOT BE CONSIDERED TOE CLEARANCE.

• TOE CLEARANCE SHALL BE 30 INCHES MINIMUM IN WIDTH.

• SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR SHALL BE CONSIDERED

KNEE CLEARANCE.

• KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES

ABOVE THE FLOOR.

• WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE

COMPLYING WITH SECTION 305, THE KNEE CLEARANCE SHALL BE 11 INCHES MINIMUM IN DEPTH AT 9 INCHES

ABOVE THE FLOOR, AND 8 INCHES MINIMUM IN DEPTH AT 27 INCHES ABOVE THE FLOOR.

• CLEARANCE REDUCTION: BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT THE RATE OF 1 INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT.

• KNEE CLEARANCE SHALL BE 30 INCHES MINIMUM IN WIDTH.

(a) elevation

(b) plan

(a) elevation

(b) plan

TOE CLEARANCE

KNEE CLEARANCE

NOTES:

• OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE

FLOOR SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.

• EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41_

2 INCHES MAXIMUM.

NOTES:

• WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BY 48 INCHES

MAXIMUM.

• THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR.

• WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO

AN ELEMENT AND THE EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE

ELEMENT, THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM.

• THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR.

NOTES:

• WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE COMPLYING WITH

SECTION 305 (ICC A117) SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE

REQUIRED REACH DEPTH OVER THE OBSTRUCTION.

• THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM ABOVE THE FLOOR WHERE THE REACH DEPTH IS 20

INCHES MAXIMUM.

• WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM

ABOVE THE FLOOR, AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM.

• WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM.

• THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 10 INCHES

MAXIMUM.

• WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE

THE FLOOR FOR A REACH DEPTH OF 24 INCHES MAXIMUM.

NOTES:

• DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM.

• CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED

BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES.

• OPENINGS MORE THAN 24 INCHES IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS

SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MINIMUM.

• THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES

ABOVE THE DOOR.

• PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE

THE FLOOR SHALL NOT EXCEED 4 INCHES.

(c) folding door

(a) hinged door

(b) sliding door

(a) front approach, pull side

(b) front approach, push side

(b2) front approach, push side, door provided with both closer and latch

(c) hinge approach, pull side

(d) hinge approach, pull side

(e) hinge approach, push side

(e2) hinge approach, push side, door provided with both closer and latch

(f) latch approach, pull side

(f2) latch approach, pull side, door provided with closer

(g) latch approach, push side (g2) latch approach, push side, door provided with closer

*ADD 6 INCHES IF CLOSER AND LATCH PROVIDED

**ADD 6 INCHES IF CLOSER PROVIDED

***ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCH PROVIDED

****ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCH PROVIDED.

MEASURE BEYOND HINGE SIDE

NOTES:

• ALL PORTIONS OF COUNTERS REQUIRED TO BE ACCESSIBLE SHALL BE LOCATED ADJACENT TO A

WALKING SURFACE COMPLYING WITH SECTION 403 (ICC A117).

• THE ACCESSIBLE PORTION OF THE COUNTERTOP SHALL EXTEND THE SAME DEPTH AS THE SALES AND

SERVICE COUNTERTOP.

• FOR PARALLEL APPROACH, A PORTION OF THE COUNTER SURFACE 36 INCHES MINIMUM IN LENGTH AND

36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED.

• FOR PARALLEL APPROACH, WHERE THE COUNTER SURFACE IS LESS THAN 36 INCHES IN LENGTH, THE

ENTIRE COUNTER SURFACE SHALL BE 36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR.

• A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A PARALLEL APPROACH

ADJACENT TO THE ACCESSIBLE COUNTER, SHALL BE PROVIDED.

• FOR FORWARD APPROACH, A PORTION OF THE COUNTER SURFACE 30 INCHES MINIMUM IN LENGTH AND

36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED.

• A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A FORWARD APPROACH TO

THE ACCESSIBLE COUNTER, SHALL BE PROVIDED.

• KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED UNDER THE

ACCESSIBLE COUNTER.

• AISLES SHALL COMPLY WITH SECTION 403.

• THE CHECKOUT COUNTER SURFACE SHALL BE 38 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR.

• THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP OF THE

COUNTER SURFACE ON THE AISLE SIDE OF THE CHECKOUT COUNTER.

• WHERE PROVIDED, CHECK WRITING SURFACES SHALL COMPLY WITH SECTION 902.4.

• SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD

AND BEVERAGES SHALL COMPLY WITH SECTION 308.

• THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FLOOR.

• WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM

THE PUBLIC, A METHOD TO FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED.

• TELEPHONE HANDSET DEVICES, IF PROVIDED, SHALL COMPLY WITH SECTION 704.3.

NOTES:

• CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR

NO CUSION OR PAD.

• CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE

TEXTURE.

• THE PILE SHALL BE 1_

2 INCH MAXIMUM IN HEIGHT.

• EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF

THE EXPOSED EDGE.

• CARPET EDGE TRIM SHALL COMPLY WITH SECTION 303 (ICC A117).

• OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A1_2 INCH DIAMETER

SPHERE, EXCEPT AS ALLOWED IN SECTIONS 407.4.3, 408.4.3, 409.4.3, 410.4, AND 805.1 (ICC A117).

• ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE PREDOMINANT

DIRECTION OF TRAVEL.

• VERTICAL CHANGES IN LEVEL OF1_

4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED.

• CHANGES IN LEVEL GREATER THAN1_

4 INCH IN HEIGHT AND NOT MORE THAN1_

2 INCH MAXIMUM IN HEIGHT SHALL BE

BEVELED WITH A SLOPE NOT STEPPER THAN 1:2.

• CHANGES IN LEVEL GREATER THAN1_

2 INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH SECTION 405 OR 405

(ICC A117).

PREDOMINANT DIRECTION OF TRAVEL

LONG DIMENSION PERPENDICULAR TO

DIRECTION OF TRAVEL

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

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60" MIN

3'-73/4" 1'-41/4"

5'-0"

4'-10"

R1'-21/4" 60 .5

4' -0

R1'-9"

1'-9" 1'-103/4"

16-18"

17-19"

" M

IN

60" MIN

-1

9"

36" MIN

12" MIN

24" MIN

-3

6"

12" MAX

54" MIN

39-41"

42" MIN

" M

IN

-4 1"

-3

6"

24" MIN

42" MAX

1 1_ 2"

MIN

" M

IN

" M

IN

24" MIN

36" MAX

" M

AX

" M

IN

42" MAX

24" MIN

36" MAX

60" MIN

" M

IN

4" MAX

4" MAX

" M

IN

4" MAX

" M

IN

(W

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W .C

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IN

(F

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12-18"

(CHILDREN)

16-18"

(ADULT)

" M

IN

56" MIN

(WALL MOUNTED W.C.)

59" MIN

(FLOOR MOUNTED W.C.)

9" MIN

6" MIN

12" MIN

6" MIN

6" MIN

6" MIN

17" MIN

11" MAX

48" MIN

" M

IN

17" MIN DEPTH

" M

AX

" M

AX

" M

IN

" M

IN

6" MAX TOE CLR.8" MIN KNEE CLR.

9" M

IN 34

" M

AX

40" MIN

40" MIN

60" MIN

60" MIN

A200 E1

ROOM LABEL

10'-0" x 10'-0"

CARPET

604a

WATER CLOSETS AND TOILET COMPARTMENT CLEARANCES

NTS (SHOW @ 3/8" = 1')

604b

WATER CLOSETS AND TOILET COMPARTMENTS - GRAB BARS

NTS (SHOW @ 3/8" = 1')

604c

WATER CLOSETS AND TOILET COMPARTMENTS - ACCESSORIES

NTS (SHOW @ 3/8" = 1') 604d

W.C. AND TOILET COMPARTMENTS - WHEELCHAIR ACCESSIBLE

NTS (SHOW @ 3/8" = 1')

604e

W.C. AND TOILET COMPARTMENTS - TOE CLEARANCE

NTS (SHOW @ 3/8" = 1')

LAVATORIES AND SINKS

NTS (SHOW @ 3/8" = 1')

KITCHENS AND KITCHENETTES

NTS (SHOW @ 3/8" = 1')

C1 A100

- 0'-6"

+ 1'-3"

AFF

0'-0"

T. O. SLAB - 1ST

0' - 0"

PLATE HT. (2ND FLOOR)

18' - 2"

A500

A501

A200 D1

A300 D2

D2 A300

1 1 A100

1 1

1 1

IR_TEXT_LEADER

IR_TEXT_LEADER

IR_TEXT_LEADER

1/4:12

SLOPE 12

IR_TEXT ANNOTATIVE (3/32" HT.)

IR_TEXT ANNOTATIVE (1/8" HT.)

IR_TEXT ANNOTATIVE (5/32" HT.)

IR_TEXT ANNOTATIVE (3/16" HT.)

IR_TEXT ANNOTATIVE (3/32" CENTERED)

IR_TEXT ANNOTATIVE (1/8" CENTERED)

IR_TEXT ANNOTATIVE (5/32" CENTERED)

IR_TEXT ANNOTATIVE (3/16"

CENTERED)

NOTES:

• THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.

• THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM

THE SIDE WALL OR PARTITION.

• WATER CLOSETS LOCATED IN THE AMBULATORY ACCESSIBLE COMPARTMENTS SPECIFIED IN SECTION

604.10 (ICC A117) SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MINIMUM AND 19 INCHES

MAXIMUM FROM THE SIDE WALL OR PARTITION.

• CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM IN WIDTH, MEASURED

PERPENDICULAR FROM THE SIDEWALL.

• CLEARANCE AROUND THE WATER CLOSET SHALL BE 56 INCHES MINIMUM IN DEPTH, MEASURED

PERPENDICULAR FROM THE REAR WALL.

• THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES AND THE TURNING SPACE.

• NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE.

• THE HEIGHT OF WATER CLOSET SEATS SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE

FLOOR, MEASURED TO THE TOP OF THE SEAT.

• SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.

(a) wheelchair accessible water closets

(b) ambulatory accessible water closets

(d) water closet seat height

(c) size of clearance for water closet other fixtures not allowed within this area transfer side

NOTES:

• GRAB BARS COMPLYING WITH SECTION 609 (ICC A117) SHALL BE PROVIDED ON THE REAR WALL AND ON

THE SIDE WALL CLOSEST TO THE WATER CLOSET.

• FIXED SIDE-WALL GRAB BARS SHALL BE 42 INCHES MINIMUM IN LENGTH, LOCATED 12 INCHES MAXIMUM

FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL.

• IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE

BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE THE FLOOR AND WITH THE CENTER LINE OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM FROM THE

REAR WALL.

• THE REAR WALL GRAB BAR SHALL BE 36 INCHES MINIMUM IN LENGTH, AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON THE SIDE CLOSEST TO THE WALL, AND 24

INCHES MINIMUM ON THE TRANSFER SIDE.

(a) side wall grab bar for water closet

(b) rear wall grab bar for water closet

NOTES:

• FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.

• HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 309 (ICC A117).

• FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET.

• TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 309.4.

• WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED

WITHIN AN AREA 24 INCHES MINIMUM AND 36 INCHES MAXIMUM FROM THE REAR WALL.

• WHERE THE DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED

WITHIN AN AREA 24 INCHES MINIMUM AND 42 INCHES MAXIMUM FROM THE REAR WALL.

• THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE

FLOOR.

• DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR DO NOT ALLOW CONTINUOUS PAPER FLOW.

• COAT HOOKS PROVIDED WITHIN TOILET COMPARTMENTS SHALL BE 48 INCHES MAXIMUM ABOVE THE FLOOR.

• SHELVES SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.

(a) protruding dispenser below grab bar

(b) protruding dispenser above grab bar

(c) recessed dispenser

NOTES:

• THE MINIMUM AREA OF A WHEELCHAIR ACCESSIBLE COMPARTMENT SHALL BE 60 INCHES MINIMUM IN WIDTH

MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES MINIMUM IN DEPTH FOR WALL HUNG WATER CLOSETS, AND 59 INCHES MINIMUM IN DEPTH FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR

TO THE REAR WALL.

• TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 (ICC A117), EXCEPT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR CLEARANCE BETWEEN THE DOOR

SIDE OF THE STALL AND ANY OBSTRUCTION SHALL BE 42 INCHES MINIMUM.

• THE DOOR SHALL BE SELF-CLOSING.

• A DOOR PULL COMPLYING WITH SECTION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

• TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE REQUIRED MINIMUM AREA OF THE COMPARTMENT.

• THE FARTHEST EDGE OF TOILET COMPARTMENT DOOR OPENING SHALL BE LOCATED IN THE FRONT WALL OR

PARTITION OR IN THE SIDE WALL OR PARTITION AS REQUIRED BY TABLE 604.9.3.1.

• WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO

THE WATER CLOSET.

(d) wall hung water closet - adult

(e) floor-mounted water closet - adult floor-mounted and wall-hung water closet - children

(c) front partition

(b) side wall or partition

(a) wheelchair accessible compartment door openings - alternate door shall not swing into the required minimum area of the compartment

(a) elevation adult partition

(c) plan

(b) elevation children partition

NOTES:

• THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE

OF 9 INCHES MINIMUM ABOVE THE FLOOR AND EXTENDING 6 INCHES BEYOND THE

COMPARTMENT SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS.

• GRAB BARS SHALL COMPLY WITH SECTIONS 609, 604.5.1, AND 604.5.2 (ICC A117).

NOTES:

• A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3 (ICC A117) POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED.

• KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED.

• THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES.

• THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE

HIGHER OF THE RIM OR COUNTER SURFACE.

• FAUCETS SHALL COMPLY WITH SECTION 309.

• HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.

• WHERE ENHANCED REACH RANGE IS REQUIRED AT LAVATORIES, FACETS AND SOAP DISPENSER CONTROLS

SHALL HAVE A READ DEPTH OF 11 INCHES MAXIMUM OR, IF AUTOMATIC, SHALL BE ACTIVATED WITHIN A REACH

DEPTH OF 11 INCHES MAXIMUM.

• WATER AND SOAP FLOW SHALL BE PROVIDED WITH A REACH DEPTH OF 11 INCHES MAXIMUM.

• WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE

CONFIGURED TO PROTECT AGAINST CONTACT.

• THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

(a) floor clearance

(b) side view (c) elevation

NOTES:

• IN PASS-THROUGH KITCHENS WHERE COUNTERS, APPLIANCES OR CABINETS ARE ON TWO OPPOSING

SIDES, OR WHERE COUNTERS, APPLIANCES OR CABINETS ARE OPPOSITE A PARALLEL WALL,

CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN

KITCHEN WORK AREAS SHALL BE 40 INCHES MINIMUM.

• PASS-THROUGH KITCHENS SHALL HAVE TWO ENTRIES.

• IN KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE

CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES

MINIMUM.

• AT LEAST ONE WORK SURFACE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 902 (ICC A117).

• THE SINK SHALL COMPLY WITH SECTION 606.

• A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL BE PROVIDED AT EACH KITCHEN

APPLIANCE.

• ALL APPLIANCE CONTROLS SHALL COMPLY WITH SECTION 309.

• A CLEAR FLOOR SPACE POSITIONED ADJACENT TO THE DISHWASHER DOOR, SHALL BE PROVIDED.

• THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT A CLEAR FLOOR SPACE FOR

THE DISHWASHER OR AN ADJACENT SINK.

• A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE COOKTOP, SHALL BE PROVIDED.

• WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, KNEE AND TOE

CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED.

• THE UNDERSIDE OF THE COOKTOP SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT

BURNS, ABRASIONS, OR ELECTRICAL SHOCK.

• WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE CLEAR FLOOR

SPACE SHALL BE CENTERED ON THE APPLIANCE.

• THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS.

• THE OVEN DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE

OVEN.

• SIDE-HINGED DOOR OVENS SHALL HAVE A WORK SURFACE POSITIONED ADJACENT TO THE LATCH SIDE

OF THE OVEN DOOR.

• BOTTOM-HINGED DOOR OVENS SHALL HAVE A WORK SURFACE POSITIONED ADJACENT TO ONE SIDE OF

THE DOOR.

• COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50% OF THE FREEZER

COMPARTMENT SHELVES, INCLUDING THE BOTTOM OF THE FREEZER, 54 INCHES MAXIMUM ABOVE THE

FLOOR WHEN THE SHELVES ARE INSTALLED AT THE MAXIMUM HEIGHTS POSSIBLE IN THE

COMPARTMENT.

• A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/FREEZER, SHALL BE PROVIDED.

• THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24 INCHES MAXIMUM FROM THE

CENTERLINE OF THE APPLIANCE.

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

SCALE:

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12" = 1'-0"1ADA Details 02

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A010

N

1/8" = 1'-0"ES EXISTING SOUTH ELEVATION

1/8" = 1'-0"EW EXISTING WEST ELEVATION

1/8" = 1'-0"EN EXISTING NORTH ELEVATION

1/8" = 1'-0"EE EXISTING EAST ELEVATION

1/4" = 1'-0"6 EXISTING BUILDING FLOOR PLAN

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

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A010

EX

IS

TI

N

G F

AC

IL

IT

Y

D R

AW

IN

G S

KA

N

E C

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TY

A

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ES

SO

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6 9

4 4 4

4 4 4 4

4 4 41

1 1

1 1

2 2 2 2 22

2 2

222 2 23

1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO

BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS. ANY

FINISHES, MATERIALS, ETC. NOT NOTED ARE ASSUMED TO MATCH

ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.

1.1 WHERE EXISTING BUILDING ELEMENTS CANNOT BE

REASONABLY MATCHED, CONTRACTOR TO COORDINATE WITH

DESIGN TEAM AND OWNER FOR APPROVAL OF COMPARABLE

SUBSTITUTIONS.

2. AS-BUILT DRAWINGS ARE FROM GRID CENTER LINE OR FACE OF

EXISTING FINISHED SURFACE U.N.O.

3. AS-BUILT DRAWINGS, DIMENSIONS, SCHEDULES, ETC. ARE PROVIDED

BASED ON THE OBSERVABLE BUILDING AT THE TIME OF PLAN

DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL AS-BUILT DIMENSIONS, SYSTEMS, CONDITIONS, ETC. SHOULD THE

CONTRACTOR FIND A DISCREPANCY OR SIGNIFICANT DIFFERENCE

BETWEEN AS-BUILT DRAWINGS AND EXISTING CONDITIONS, THEY MUST

NOTIFY THE DESIGN TEAM IMMEDIATELY.

4. VARIOUS PLAN SHEET SERIES ARE ASSUMED TO BE SYNONYMOUS

WITH EACH OTHER. THE INFORMATION GIVEN FOR ONE DISCIPLINE SET,

SHOULD BE ASSUMED FOR ALL.

5. CONTRACTOR TO REPORT ANY DISCREPANCIES DISCOVERED IN

WRITING TO THE DESIGN TEAM. WORK FOUND IN CONFLICT WITH

THE REQUIREMENTS INDICATED ON DRAWINGS SHALL BE CORRECTED

BY THE CONTRACTOR.

6. WHERE APPLICABLE, CONTRACTOR TO FIELD VERIFY SIZING OF ALL

ROUGH-INS FOR SPECIFIED DOORS AND WINDOWS.

7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS

FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 SHEET SERIES FOR

DOOR AND WINDOW TYPES.

8. DOORS IN PATH OF EGRESS SHALL BE EQUIPPED WITH HARDWARE

COMPLYING WITH CHAPTER 10 OF IBC.

9. DOORS REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH

HARDWARE COMPLYING WITH THE AMERICANS WITH DISABILITY ACT,

AS WELL AS ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS.

COMPLIANCE WITH ONE CODE DOES NOT NECESSARILY GUARANTEE

COMPLIANCE WITH ALL.

10. ACCESSIBLE FACILITIES MUST BE DESIGNED TO COMPLY WITH ALL THE

REQUIREMENTS OF THE AMERICANS WITH DISABILITY ACT, AS WELL AS

ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS. COMPLIANCE

WITH ONE CODE DOES NOT NECESSARILY GUARANTEE COMPLIANCE

WITH ALL.

11. FLOOR CLEAN OUTS ARE TO BE LOCATED IN INCONSPICUOUS PLACES

AND NOT IN MAIN ROOMS. ALL FLOOR CLEAN OUTS LOCATED IN

CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL

CLEAN OUTS ARE TO BE FLUSH TO FLOOR/WALL.

12. GRID LINES SHOWN FOR EXISTING BUILDING STRUCTURE IS ASSUMED

BASED ON ORIGINAL BUILDING DRAWINGS. ANY DIMENSIONS SHOWN

TO/FROM EXISTING STRUCTURAL GRID LINES ARE SHOWN FOR

CONVENIENCE ONLY AND MUST BE FIELD VERIFIED BY THE

CONTRACTOR.

GENERAL PLAN NOTES

EXISTING WALLS TO REMAIN.

NEW WALLS TO BE CONSTRUCTED.

EXISTING WALLS TO BE DEMOLISHED.

N

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

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A012

D

EM

O

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N

EW

W O

R K

PL

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1/4" = 1'-0"1 DEMOLITION & NEW WORK PLAN

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

1 DENOTES EXISTING WALL(S)/DOOR(S) TO BE REMOVED

2 EXISTING DOOR FRAMES ARE TO BE PAINTED. EXISTING DOOR SLABS ARE TO BE SANDED AND

REFINISHED TO BE UNIFORM IN STAIN AND COLOR. ALL DOOR HARDWARE TO BE REPLACED (HANDLES, HINGES, ETC.)

3 EXISTING DOOR TO BE REMOVED. MODIFY AND/OR INFILL EXISTING OPENING PER NEW CONSTRUCTION

PLANS

4 EXISTING WINDOW TO BE REMOVED. REFER TO SCHEDULES AND ELEVATIONS FOR NEW WINDOW

SYSTEMS WITHIN EXISTING OPENING AND/OR CLOSURE OF OPENING.

5 EXISTING STORE FRONT DOORS TO BE REPLACED AND EQUIPPED WITH RFID CARD READERS.

6 NEW INTERIOR DRY WALLING TO BE CONSTRUCTED. REFER TO FINISHES PLAN FOR ADDITIONAL

INFORMATION.

7 NEW WINDOW SYSTEM WITHIN EXISTING WALL PER SCHEDULE.

9 NEW/RELOCATED DOOR PER SCHEDULE TO MATCH REFURBISHED FINISH ON EXISTING DOOR FRAMES

AND DOOR SLABS

10 NEW EXTERIOR DOOR WITHIN EXISTING EXTERNAL WALL. CARE TO BE TAKEN TO PRESERVE EXISTING

ADJACENT STONE FINISH

12 DENOTES NEW STOREFRONT TO BE CONSTRUCTED. SEE SCHEDULE FOR ADDITIONAL INFORMATION 14 EXISTING DOOR & STOREFRONT TO REMAIN UNCHANGED.SUN CONTROL WINDOW FILM TO BE APPLIED TO

ALL GLASS PANELS.

N o.

D es cr ip tio n

D

77497849

A A

B B

EXISTING RAMP TO REMAIN UNAFFECTED.

EXISTING CONCRETE STAIRWAY TO

REMAIN UNAFFECTED.

NEW CONCRETE SIDEWALK EXTENSION

TO MATCH NEW SIDEWALK FINISH.

EXISTING STEM WALL TO BE EXTENDED

FOR FULL LENGTH CURB @ NEW

CONCRETE SIDEWALK.

DENOTES LINE OF EXISTING ROOF.

ROOF EXTENTS TO REMAIN, SEE ROOF

PLAN AND SECTIONS FOR ADDITIONAL

INFORMATION ON NEW ROOF

COVERING.

A020

BLUE DASH DENOTES LINE OF NEW

ROOF EXTENSION OVER EXISTING

WALKWAY. REFER TO ROOF PLAN AND

SECTIONS FOR MORE INFORMATION.

NEW CAST STAIRS TO REPLACE

EXISTING. REFER TO CALLOUT FOR

MORE INFORMATION.

A020

LANDSCAPING TO ALL AREAS TO BE

REINSTATED/UPGRADED BY OTHERS.

EXISTING PARKING LOT UNAFFECTED.

DENOTES EXTENT OF EXISTING

SIDEWALK SLABS TO BE REMOVED

NEW CAST SIDEWALK TO REPLACE

EXISTING. REFER TO CALLOUT FOR

MORE INFORMATION.

NEW 3' WIDE CONCRETE SIDEWALK

EXTENSION ALONG PERIMETER OF

EXISTING AIR HANDLER PAD TO MATCH

NEW SIDEWALK FINISH.

GENERAL LOCATION OF NEW EXTERIOR

MECHANICAL UNITS. REFER TO

MECHANICAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON UNIT LOCATION &

MOUNTING REQUIREMENTS

3' - 0" 17' - 8" 3' - 0"

23' - 8"

3'

0"

10' - 9" 0' - 8"

EXISTING STEM WALL TO BE

EXTENDED FOR FULL LENGTH

OF NEW CONCRETE FLOOR.

NEW CONCRETE SIDEWALK

EXTENSION TO MATCH

ADJACENT.

0' - 0"

0' - 0"

NEW JOINT LINES ON CENTER

DENOTES EXISTING RAMP

DENOTES EXISTING

CONCRETE STAIRWAY

NEW STEM WALL TO MATCH

ADJACENT HEIGHT AND FINISH.

11' - 5"

EXISTING CONCRETE PERIMETER TO BE REMEDIED/REPLACED WHERE EXCESSIVELY WEATHERED OR DAMAGED. IMAGES BELOW INDICATE AN ACCEPTABLE SIDEWALK FINISH VS AN UNACCEPTABLE FINISH.

GENERAL EXTERNAL FLOORING NOTE

ACCEPTABLE SIDEWALK FINISH:

EXTENT OF EXISTING SIDEWALK MATCHING THIS LEVEL OF FINISH IS TO REMAIN UNAFFECTED.

UNACCEPTABLE SIDEWALK FINISH:

EXTENT OF EXISTING SIDEWALK MATCHING THIS LEVEL OF WEATHERING OR DAMAGED IS TO BE REPLACED WITH A NEW

CAST FINISH TO MATCH EXISTING (ACCEPTABLE) SIDEWALK FINISH.

EXCESSIVE STAINING

CORRODED OR CRACKED EDGES TO

CONCRETE.

EXCESSIVE WEARING OF TOP LAYER AND

EXPOSURE OF AGGREGATE.

EXPOSURE TO GROUND OR EXCESSIVE

SPACING BETWEEN CAST ELEMENTS.

EXTENT OF FIRST STEP TO

MATCH LINE OF LOWER

WALKWAY.

3'

9" 3'

0"

5' - 3"

1' - 2"

0' - 7"

NEW STEM WALL TO MATCH

ADJACENT HEIGHT AND

FINISH.

0' - 0"

3 X EXISTING CONCRETE

SLABS TO BE REMOVED AND

REPLACED WITH NEW

CONCRETE SIDEWALK

EXISTING EXTENT OF

SIDEWALK FROM PARKING

LOT.

INDICATES LINE OF EXISTING

ROOF EXTENT ABOVE.

BLUE DASH DENOTES LINE

OF NEW ROOF EXTENSION

OVER EXISTING WALKWAY.

REFER TO ROOF PLAN AND

SECTIONS FOR MORE

INFORMATION.

0' - 0"

NEW FLOOR DRAIN TO BE

PROVIDED AND CONNECTED

TO EXISTING DRAIN LINE

BELOW. POSITION OF

EXISTING DRAIN TO BE

USED.

© ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,

DESIGN CONCEPTS, AND SO FORTH CONSTITUTE INTELLECTUAL

PROPERTY OF IRON ROCK GROUP AND ANY AFFILIATED PARTNERS

AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OF THE

COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), AS

AMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,

DISTRIBUTION, PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN

WHOLE OR IN PART, WITHOUT PRIOR WRITTEN AGREEMENT FROM

IRON ROCK GROUP CONSTITUTES VIOLATION OF COPYRIGHT AND IS

PROHIBITED.

SHEET:

IRON ROCK

GROUP

Building on Solid Foundations

460 E. 300 SOUTH

KANAB, UTAH 84741

435-644-2031 www.ironrockeng.com

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A020

AR

C

H

IT

EC

TU

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AL

S

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PL

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1/8" = 1'-0"1 SITE PLAN

1/4" = 1'-0"2 PROPOSED RAMP LANDING EXTENSION

1/4" = 1'-0"3 PROPOSED NEW CONCRETE STAIR

N o.

D es cr ip tio n

D

131 SF

USU OFFICE

101 SF

USU OFFICE

103 SF

USU OFFICE

68 SF

STORAGE

101 SF

FLEX OFFICE

101 SF

FLEX OFFICE/DMV

50 SF

UNISEX

50 SF

UNISEX

30 SF

ELECTRICAL

54 SF

ADA

233 SF

DMV OFFICE

177 SF

DMV LOBBY

217 SF

CONFERENCE ROOM

117 SF

ASSESSOR OFFICE

123 SF

ASSESSOR OFFICE

174 SF

RYAN'S OFFICE

99 SF

ASSESSOR OFFICE

99 SF

ASSESSOR OFFICE

130 SF

ASSESSOR OFFICE

112 SF

USU OFFICE

112 SF

ASSESSOR OFFICE

392 SF

CONFERENCE ROOM

165 SF

PRODUCTION

55 SF

BREAK ROOM

178 SF

RECORDS

36 SF

IT

38 SF

JANITOR

13' - 11" 10' - 6"

4' - 9 1/2" 2' - 3 1/2" 17' - 3" 3' - 0" 4' - 7 1/2" 7' - 0" 8' - 4 1/2" 4' - 8 1/2" 2' - 0 1/2" 4' - 1 1/2" 10' - 11 1/2"

1/ 2"

1"

8'

1/

2"

3' - 10" 3' - 11 1/2"

E A201

N A201

S A200

W A200

74' - 7 1/2"

9' - 0" 2' - 6 1/2" 3' - 11 1/2" 4' - 5 1/2" 4' - 2" 4' - 3" 11' - 5 1/2" 2' - 10 1/2" 5' - 5" 5' - 1" 2' - 10 1/2" 7' - 0" 2' - 1" 9' - 6"

5'

4" 5'

6"

/2

2'

1/

2" 7'

7"

5'

/2

8' - 11 1/2" 2' - 0" 3' - 5" 4' - 11 1/2" 4' - 5 1/2" 4' - 1 1/2" 5' - 10" 6' - 0 1/2" 2' - 5 1/2" 4' - 3" 4' - 1 1/2" 3' - 3 1/2" 2' - 6" 11' - 0" 7' - 2 1/2"

74' - 7 1/2"

7'

1/

2" 7'

1/ 2"

4'

6" 2'

1/ 2"

9'

5" 9'

1"

2'

1/

2" 4'

9"

7'

2" 6'

9"

4'

5" 1'

1/ 2"

2'

2" 4'

1/ 2"

5'

1/

2"

2'

4'

/2

5' - 4 1/2" 2' - 10 1/2" 6' - 6" 1' - 7 1/2"

5' - 5 1/2"

5' - 4"

7'

8"

4' - 10 1/2" 2' - 3 1/2" 17' - 3"

A A

B B

A300

A300

A A A

A

A A

A

A

A

B AAAA

A

A

A

A

SF-01

SF-02

SF

-0

D01

D02 D05

D03 D04

D06D07

D08

D09

D10

D11

D12D13D14

D15

D16

D17

D18

D19

D20 D21

D22

D23 D24 D26

D25 D27

D28

D29

D30

D31

A500 1

27 27 27 27 27 27

27 27 27 27 2726

A500

DENOTES EXTENT OF EX.

CRAWL SPACE BELOW.

DENOTES LOCATION OF TRAP

DOOR TO CRAWL SPACE.

A

2' - 6"

2'

1/

2"

NEW EXTENT OF CHASE FOR

SERVICES RETICULATION.

1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO

BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS. ANY

FINISHES, MATERIALS, ETC. NOT NOTED ARE ASSUMED TO MATCH

ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.

1.1 WHERE EXISTING BUILDING ELEMENTS CANNOT BE

REASONABLY MATCHED, CONTRACTOR TO COORDINATE WITH

DESIGN TEAM AND OWNER FOR APPROVAL OF COMPARABLE

SUBSTITUTIONS.

2. AS-BUILT DRAWINGS ARE FROM GRID CENTER LINE OR FACE OF

EXISTING FINISHED SURFACE U.N.O.

3. AS-BUILT DRAWINGS, DIMENSIONS, SCHEDULES, ETC. ARE PROVIDED

BASED ON THE OBSERVABLE BUILDING AT THE TIME OF PLAN

DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL AS-BUILT DIMENSIONS, SYSTEMS, CONDITIONS, ETC. SHOULD THE

CONTRACTOR FIND A DISCREPANCY OR SIGNIFICANT DIFFERENCE

BETWEEN AS-BUILT DRAWINGS AND EXISTING CONDITIONS, THEY MUST

NOTIFY THE DESIGN TEAM IMMEDIATELY.

4. VARIOUS PLAN SHEET SERIES ARE ASSUMED TO BE SYNONYMOUS

WITH EACH OTHER. THE INFORMATION GIVEN FOR ONE DISCIPLINE SET,

SHOULD BE ASSUMED FOR ALL.

5. CONTRACTOR TO REPORT ANY DISCREPANCIES DISCOVERED IN

WRITING TO THE DESIGN TEAM. WORK FOUND IN CONFLICT WITH

THE REQUIREMENTS INDICATED ON DRAWINGS SHALL BE CORRECTED

BY THE CONTRACTOR.

6. WHERE APPLICABLE, CONTRACTOR TO FIELD VERIFY SIZING OF ALL

ROUGH-INS FOR SPECIFIED DOORS AND WINDOWS.

7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS

FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 SHEET SERIES FOR

DOOR AND WINDOW TYPES.

8. DOORS IN PATH OF EGRESS SHALL BE EQUIPPED WITH HARDWARE

COMPLYING WITH CHAPTER 10 OF IBC.

9. DOORS REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH

HARDWARE COMPLYING WITH THE AMERICANS WITH DISABILITY ACT,

AS WELL AS ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS.

COMPLIANCE WITH ONE CODE DOES NOT NECESSARILY GUARANTEE

COMPLIANCE WITH ALL.

10. ACCESSIBLE FACILITIES MUST BE DESIGNED TO COMPLY WITH ALL THE

REQUIREMENTS OF THE AMERICANS WITH DISABILITY ACT, AS WELL AS

ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS. COMPLIANCE

WITH ONE CODE DOES NOT NECESSARILY GUARANTEE COMPLIANCE

WITH ALL.

11. FLOOR CLEAN OUTS ARE TO BE LOCATED IN INCONSPICUOUS PLACES

AND NOT…