2-26-0908 KC Administration Center - Government Affairs Office Remodel (Bid Set) (1).pdf
PDF 5 MB Posted
- Solicitation number
- NS27-108
- Issued by
- Duchesne County, Utah
About this file
This is a Bid Set of construction documents for Kane County's Government Affairs Office Remodel project located at 76 North Main Street in Kanab, Utah. The project involves a Level 2 Alteration to the upstairs portion of the Kane County Courthouse, encompassing 1,885 square feet (44% of the total upper floor and 7% of the total building area). The renovation includes reconfiguration of existing office spaces, demolition of select interior walls, construction of new interior dry-wall partitions, installation of new storefront systems with glass infill doors, creation of new spaces including offices, a conference room, waiting room, reception area, kitchenette, and storage rooms, along with comprehensive mechanical, electrical, and plumbing system modifications. The project is classified as occupancy type B (Business) under Type V-B, non-sprinkled, non-separated construction with a permitted height of 60 feet. The pre-bid conference and site walk-through will be held on Monday, September 14, 2026, at 10:00 am (MDT), with the starting location at 180 W 300 N, Kanab, UT 84741, and ending at the project site. The sealed bid submission deadline is Monday, October 9, 2026, at 12:00 PM (MDT) at 76 N Main Street, Kanab, Utah 84741, with the bid opening occurring the same day at 12:00 PM. Final RFI (Request for Information) questions are due by Monday, October 5, 2026, at 5:00 pm (MDT), directed to Matthew Henke, Architect at Iron Rock Group (matt@ireng.net).
The construction documents establish compliance with the 2021 International Building Code, 2021 International Energy Conservation Code, 2021 International Existing Building Code, 2021 International Fire Code, 2021 International Mechanical Code, 2023 National Electric Code, and 2021 International Plumbing Code, along with ANSI A-117.1 accessibility standards. All finishes are designated as "architectural-grade" quality unless specified as "builder-grade" or otherwise. The contractor is responsible for visiting the site prior to bidding to assess existing conditions, verify all as-built dimensions and systems, and coordinate with the design team and owner for any discrepancies or comparable substitutions. Shop drawings, submittals, and comprehensive as-built drawings are required upon project completion. All work shall be guaranteed for one year from the date of acceptance by the owner, with mechanical systems requiring independent test and balance by an approved agency qualified through AABC or NEBB standards. The contract documents constitute intellectual property of Iron Rock Group and are copyright protected; all reproduction, distribution, or use without prior written agreement is prohibited.
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Text version
@ = 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 COURTHOUSE UPSTAIRS REMODEL
LOCATION: 76N MAIN STREET,
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: C-1
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 LOWER FLOOR AREA: = 22,905 SF
EXISTING UPPER FLOOR AREA: = 4,270 SF
ADDITIONAL OFFICE AREA = 0 SF
TOTAL BUILDING AREA: = 27,175 SF (UNAFFECTED)
APPLICABLE WORK AREA = 1,885 SF
= 44% OF TOTAL UPPER FLOOR
= 7% OF TOTAL BUILDING AREA.
PROJECT DATA:
THESE CONSTRUCTION DOCUMENTS REPRESENT RENOVATION & SPATIAL
REDESIGN OF THE UPSTAIRS PORTION OF THE COUNTY'S EXISTING
COURTHOUSE. THE EXISTING FACADE AND EXTERNAL WALLS OF THE BUILDING
ARE TO BE COMPLETELY UNAFFECTED BY THE RENOVATION.
GENERAL PROJECT SCOPE INTENT INCLUDES THE RENOVATION AND
REPURPOSING OF THE EXISTING SPACE TO ACCOMMODATE THE
ADMINISTRATIVE NEEDS OF THE DEPARTMENT AND 2) TO PROVIDE A SPACE
FOR MEMBERS OF THE PUBLIC TO MEET WITH EMPLOYEES.
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 BUILDING PRIOR TO CONSTRUCTION AND 2)
COORDINATING ALL NEW WORK WITH ALL EXISTING WORK IN THE EXISTING
BUILDING INCLUDING FINISHES, MATERIALS, SYSTEMS, ETC. WHICH ARE
ADJACENT TO OR IMPACTED BY THE SCOPE OF THE PROPOSED WORK AS
REQUIRED.
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
TOTAL AREA OF WORK = LESS THAN 10% OF OVERALL SQUARE FOOTAGE. 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: = 60 FT ALLOWED
= 30 FT ACTUAL (EXISTING)
NUMBER OF STORIES (PER TABLE 504.4):
OCC. (B) - NS - VB: = 2 STORIES ALLOWED
2 STORIES (EXISTING)
BUILDING AREA (PER TABLE 506.2):
OCC. (B) - NS - VB: = 27,175 SF ACTUAL (EXISTING)
OCCUPANT LOAD (PER TABLE 1004.5):
B (BUSINESS AREAS) = 27,175 / 150 GROSS
182 OCCUPANTS (EXISTING)
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"
CODE REVIEW & CALCULATIONS
1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO
BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS.
1.1. ANY FINISHES, MATERIALS, ETC. NOT SPECIFIED ARE ASSUMED TO
MATCH ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.
1.2. WHERE EXISTING BUILDING ELEMENTS CANNOT BE REASONABLY
MATCHED, CONTRACTOR TO COORDINATE WITH AND OBTAIN DESIGN
TEAM AND OWNER'S APPROVAL OF COMPARABLE SUBSTITUTIONS.
2. ALL DIMENSIONS ARE FROM GRID LINE, CENTER LINE OR FACE OF
FRAMING U.N.O.
3. ALL 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 INSTALLED AND 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
DOORS AND WINDOWS.
7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS
FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 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.
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, WHERE OCCURS.
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
FINISHED
GYPBOARD CEILING
NO CEILING
SUSPENDED 2' x 4'
ACT CEILING
EXISTING CEILING
TO REMAIN
EXISTING CEILING
UNAFFECTED BY
RENOVATION
GENERAL FINISH NOTES
CEILING
WALL
FLOOR
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:
SHEET INDEX
A001 TITLE SHEET
A010 A011 A100 A120 A130 A600
EXISTING FACILITY DRAWINGS
DEMOLITION & NEW WORK PLAN
MAIN FLOOR PLAN
REFLECTED CEILING PLAN
FINISH PLAN
DOOR & WINDOW SCHEDULES
© 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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Ka na b U
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D es cr ip tio n
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913 SF
EXISTING STORE ROOM
122 SF
EXISTING OFFICE 03
105 SF
EXISTING OFFICE 02
235 SF
EXISTING OFFICE 01
72 SF
EXISTING HALL
45 SF
EXISTING LOBBY
356 SF
EXISTING OFFICE 04
NON-SCOPED AREAS TO REMAIN AS IS.
SCOPED AREAS FOR RENOVATION.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
SCALE:
DRAWN BY:
IN
IT
IA
L
SU
B
M
IT
TA
L:
/0
8/
AS NOTED
9/2/2026 9:45:57 AM
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1 EXISTING FLOOR PLAN
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D
1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO
BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS.
1.1. ANY FINISHES, MATERIALS, ETC. NOT SPECIFIED ARE ASSUMED TO
MATCH ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.
1.2. WHERE EXISTING BUILDING ELEMENTS CANNOT BE REASONABLY
MATCHED, CONTRACTOR TO COORDINATE WITH AND OBTAIN DESIGN
TEAM AND OWNER'S APPROVAL OF COMPARABLE SUBSTITUTIONS.
2. ALL DIMENSIONS ARE FROM GRID LINE, CENTER LINE OR FACE OF
FRAMING U.N.O.
3. ALL 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 INSTALLED AND 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
DOORS AND WINDOWS.
7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS
FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 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
4 3
3 3
111 3
55555555
EXISTING WALLS TO REMAIN.
NEW WALLS TO BE CONSTRUCTED.
EXISTING WALLS TO BE DEMOLISHED.
© 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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1 EXISTING FLOOR PLAN
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
1 DENOTES EXISTING WALL(S)/DOOR(S) TO BE REMOVED
2 DENOTES EXISTING WALL TO REMAIN. REFER TO FINISH PLAN FOR MORE INFORMATION.
3 NEW INTERIOR DRY WALLING TO BE CONSTRUCTED. REFER TO FINISHES PLAN FOR ADDITIONAL INFORMATION.
4 NEW STOREFRONT SYSTEM, REFER TO DOOR SCHEDULE AND STOREFRONT ELEVATION ON SHEET A600 FOR MORE
INFORMATION.
5 ALL EXISTING WINDOWS TO REMAIN. CONTRACTOR TO ENSURE THAT THERE ARE NO CLASHES WITH NEW WALLS AND
NEW CEILINGS TO EXISTING WINDOW OPENINGS.
6 EXISTING WALLS UNAFFECTED BY RENOVATION.
7 EXISTING ELECTRICAL SERVICES TO BE RETAINED AND UNAFFECTED AS FAR AS POSSIBLE. REFER TO MEP DRAWINGS
FOR ADDITIONAL INFORMATION.
8 NEW FOLD-UP COUNTER TOP AT HEIGHT OF 42" ABOVE FINISH FLOOR LEVEL TO PROVIDE ACCESS TO RECEPTION SPACE.
9 UNDER COUNTER REFRIGERATOR PROVIDED BY OWNER. INSTALLED BY CONTRACTOR
10 COPIER/PRINTER PROVIDED BY OWNER
11 EXISTING OFFICE FURNITURE TO BE USED, RESTORED, OR REPLACED AT OWNER'S DISCRETION.
12 WALL-MOUNTED TV PROVIDED BY OWNER. CONTRACTOR TO INSTALL. CONTRACTOR TO PROVIDE BACKING FOR WALL
MOUNTING HARDWARE AS REQUIRED
13 NEW 3' WIDE, 5'11' CONFERENCE ROOM TABLE.
14 STONE COUNTERTOP WITH STORAGE CABINET BELOW FOR OFFICE SUPPLIES.
N o.
D es cr ip tio n
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1. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO
BIDDING AND CONSTRUCTION TO ASSESS EXISTING CONDITIONS.
1.1. ANY FINISHES, MATERIALS, ETC. NOT SPECIFIED ARE ASSUMED TO
MATCH ADJACENT EQUIVALENTS OF THE EXISTING BUILDING.
1.2. WHERE EXISTING BUILDING ELEMENTS CANNOT BE REASONABLY
MATCHED, CONTRACTOR TO COORDINATE WITH AND OBTAIN DESIGN
TEAM AND OWNER'S APPROVAL OF COMPARABLE SUBSTITUTIONS.
2. ALL DIMENSIONS ARE FROM GRID LINE, CENTER LINE OR FACE OF
FRAMING U.N.O.
3. ALL 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 INSTALLED AND 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
DOORS AND WINDOWS.
7. REFERENCE DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS
FOR ACTUAL ROUGH OPENING SIZE. SEE ALSO A600 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
10' - 9" 11' - 4" 11' - 8" 11' - 0" 12' - 0" 6' - 10" 2' - 0"
65' - 7"
284 SF
STORE ROOM
86 SF
STORE ROOM
122 SF
CONFERENCE ROOM
164 SF
OFFICE 03
174 SF
OFFICE 02
169 SF
OFFICE 01
115 SF
WAITING ROOM
80 SF
RECEPTION/OFFICE 04
99 SF
PRINTING/KITCHENETTE
139 SF
PASSAGE
4'
- 1
0" 5'
- 1 0"
9'
- 3
4"
3"
3'
- 9
5'
- 8
5"
7' - 4" 2' - 5" 4' - 6" 16' - 9" 5' - 9 1/2" 4' - 3 1/2" 3' - 4" 4' - 5"
356 SF
OFFICE 05
4 3 /4"
13' - 0"
137.33°
65 SF
LOBBY
D01
D02
D03
D04
D05
D06
D07D08
D10D09
D11
SF-01
SF-02
SF-03SF-04SF-05
111111
4' - 0"
2'
- 2
N
EXISTING WALLS.
NEW WALLS TO BE CONSTRUCTED.
© 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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1 MAIN FLOOR PLAN
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
1 DENOTES EXISTING WALL(S)/DOOR(S) TO BE REMOVED
2 DENOTES EXISTING WALL TO REMAIN. REFER TO FINISH PLAN FOR MORE INFORMATION.
3 NEW INTERIOR DRY WALLING TO BE CONSTRUCTED. REFER TO FINISHES PLAN FOR ADDITIONAL INFORMATION.
4 NEW STOREFRONT SYSTEM, REFER TO DOOR SCHEDULE AND STOREFRONT ELEVATION ON SHEET A600 FOR MORE
INFORMATION.
5 ALL EXISTING WINDOWS TO REMAIN. CONTRACTOR TO ENSURE THAT THERE ARE NO CLASHES WITH NEW WALLS AND
NEW CEILINGS TO EXISTING WINDOW OPENINGS.
6 EXISTING WALLS UNAFFECTED BY RENOVATION.
7 EXISTING ELECTRICAL SERVICES TO BE RETAINED AND UNAFFECTED AS FAR AS POSSIBLE. REFER TO MEP DRAWINGS
FOR ADDITIONAL INFORMATION.
8 NEW FOLD-UP COUNTER TOP AT HEIGHT OF 42" ABOVE FINISH FLOOR LEVEL TO PROVIDE ACCESS TO RECEPTION SPACE.
9 UNDER COUNTER REFRIGERATOR PROVIDED BY OWNER. INSTALLED BY CONTRACTOR
10 COPIER/PRINTER PROVIDED BY OWNER
11 EXISTING OFFICE FURNITURE TO BE USED, RESTORED, OR REPLACED AT OWNER'S DISCRETION.
12 WALL-MOUNTED TV PROVIDED BY OWNER. CONTRACTOR TO INSTALL. CONTRACTOR TO PROVIDE BACKING FOR WALL
MOUNTING HARDWARE AS REQUIRED
13 NEW 3' WIDE, 5'11' CONFERENCE ROOM TABLE.
14 STONE COUNTERTOP WITH STORAGE CABINET BELOW FOR OFFICE SUPPLIES.
N o.
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1. CENTER ACOUSTIC CEILING GRID IN SPACE. U.N.O.
2. CENTER LIGHT FIXTURES IN SOFFITS AND IN ROOMS. U.N.O.
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, WHERE OCCURS.
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
FINISHED
GYPBOARD CEILING
NO CEILING
SUSPENDED 2' x 4'
ACT CEILING
EXISTING CEILING
TO REMAIN
EXISTING CEILING
UNAFFECTED BY
RENOVATION
174 SF
OFFICE 02
169 SF
OFFICE 01
164 SF
OFFICE 03
122 SF
CONFERENCE ROOM
86 SF
STORE ROOM
115 SF
WAITING ROOM
80 SF
RECEPTION/OFFICE 04
139 SF
PASSAGE
99 SF
PRINTING/KITCHENETTE
284 SF
STORE ROOM
356 SF
OFFICE 05
8' - 6" 8' - 6" 8' - 6"
8' - 6"
8' - 6" 8' - 6"
8' - 6"
8' - 6"
65 SF
LOBBY
REFER TO ELECTRICAL DRAWINGS FOR
FIXTURE TYPES AND SPECIFICATIONS
EXISTING SUSPENDED LINEAR LIGHTS TO BE
RELOCATED TO STORE ROOMS AND
FITTED/SUSPENDED TO UNDERSIDE OF NEW STORE
ROOM(S) CEILING(S).
NEW SURFACE-MOUNT MANUAL ROLLER
SHADE TO OWNER'S SELECTION.
NEW RECESSED DOWNLIGHTS AND WALL
SCONCE TO STAIRWELL.
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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1 MAIN FLOOR CEILING PLAN
N o.
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GENERAL FINISH NOTES
CEILING
WALL
FLOOR
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:
KEY
FINISHES LEGEND
SYMBOL APPLICATION PRODUCT DESCRIPTION COLOR NOTES
FF01 FLOOR 2' x 2' CARPET TILE TBD SAMPLES TO BE PRESENTED TO OWNER FOR APPROVAL.
FF02 FLOOR - - NO WORK TO BE DONE.
WF01 WALL SMOOTH GYPBOARD AND PAINT FINISH TBD PHYSICAL SAMPLE TO BE APPROVED ON SITE.
WF02 WALL
WF03
TBD
- - NO WORK TO BE DONE.
TEXTURED FEATURE WALL FINISH TBD PHYSICAL SAMPLE TO BE APPROVED ON SITE.
WALL
REFER TO RCP ON SHEET A120.CF01 CEILING FLUSH PLASTERED & PAINTED WHITE
BASEBOARDS:
VINYL WALL BASE TO BE APPLIED TO BOTTOM OF ALL INTERNAL WALLS, TO MATCH SPECIFICATION OF THE REST OF THE BUILDING.
REFER TO RCP ON SHEET A120.CF02 CEILING SUSPENDED ACT CEILING WHITE
CF03
CF04
CEILING
CEILING
NO CEILING.
EXISTING CEILING TO REMAIN
CF03
WF03
FF02
169 SF
OFFICE 01
174 SF
OFFICE 02
164 SF
OFFICE 03
122 SF
CONFERENCE ROOM
115 SF
WAITING ROOM
80 SF
RECEPTION/OFFICE 04
86 SF
STORE ROOM
284 SF
STORE ROOM
99 SF
PRINTING/KITCHENETTE
139 SF
PASSAGE
356 SF
OFFICE 05
CF02
WF01
FF01
CF02
WF01
FF01
CF02
WF01
FF01
CF02
WF01
FF01
CF03
WF03
FF01
65 SF
LOBBY
CF02
WF01
FF01
CF01/02
WF01/02
FF01
CF01
WF01/02
FF01
CF01/04
WF01/02
FF01
CF02
WF01/02
FF01
CF04
WF03
FF01
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
SCALE:
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A130
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1 MAIN FLOOR FINISH PLAN
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1. DOORS TO HAVE A LEVEL LANDING ON EACH SIDE AT LEAST THE WIDTH OF THE DOOR OR STAIRWAY SERVED, WHICHEVER IS GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7". WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH. LANDINGS SHALL
HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44".
2. THE FLOOR OR LANDING AT ACCESSIBLE DOORS SHALL NOT BE MORE THE 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER
THAN 1:2.
3. HAND-ACTIVATED OPENING HARDWARE IN DOORS REQUIRED TO BE ACCESSIBLE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
4. CONTRACTOR TO VERIFY ALL ROUGH OPENING REQUIREMENTS PER MFG. RECOMMENDATIONS PRIOR TO
CONSTRUCTION.
5. CONTRACTOR TO VERIFY WALL THICKNESS FOR REQUIRED JAMB WIDTH AND/OR EXTENSIONS.
6. TOPS AND BOTTOMS OF ALL HOLLOW METAL DOORS EXPOSED TO WEATHER SHALL BE PAINTED.
7. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A
SINGLE ACTION WITH A LEVER.
8. PROVIDE TEMPERED SAFETY GLAZING AT ALL GLAZING, INCLUDING SIDE LITES. ALL GLAZING AT EXTERIOR
DOORS, INCLUDING SIDE LITES, SHALL BE INSULATED UNITS.
9. ALL EXTERIOR DOORS TO BE INSULATED.
10. HINGE-MOUNTED DOOR STOPS NOT ALLOWED.
11. ALL EXTERIOR DOORS TO HAVE THRESHOLDS AND DOOR SWEEPS
12. DOOR FRAMES TO HAVE SHIMS, A35 CLIPS, OR OTHER MEANS OF SUPPORT AT THE FLOOR SO THAT THE
WEIGHT OF DOOR DOES NOT PULL FRAME DOWN
13. FORCE REQUIRED TO OPERATE DOORS:
13.1. INTERIOR - 5.0 POUNDS
13.2. MAXIMUM EXTERIOR - 5.0 POUNDS
13.3. MAXIMUM FIRE DOOR - 15.0 POUNDS
14. NOT ALL DOOR LOCATIONS MAY BE LISTED IN THE DOOR SCHEDULE. REFER TO PLANS FOR DOOR NUMBERS
15. HAND-ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR
16. EACH GRADE LEVEL EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT"
17. EXIT DOORS SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND SHALL BE EASILY
RECOGNIZABLE AS EXIT DOORS.
18. EXIT DOORS SERVING AN OCCUPANT LOAD OF 50 OR MORE SHALL SWING IN THE DIRECTION OF EXIT TRAVEL
19. ALL EXIT DOORS SHALL BE SUCH THAT THEY CAN BE OPENED FROM THE INSIDE WITHOUT KEY, SPECIAL
KNOWLEDGE, OR EFFORT. LATCHING MECHANISM SHALL NOT INTERFERE WITH PANIC HARDWARE WHERE IT IS
REQUIRED
20. WHERE SPECIFIC HARDWARE IS NOT SPECIFIED, DOOR HARDWARE TO MATCH EXISTING HARDWARE OF ADJACENT DOORS TO THE EXTENT POSSIBLE(APPLICABLE ONLY FOR RENOVATION AND/OR ADDITION
PROJECTS)
21. CONTRACTOR TO COORDINATE ALL ELECTRICAL AND LOW VOLTAGE REQUIREMENTS BETWEEN DOOR HARDWARE SYSTEMS WITH THE OWNER I.T. DEPARTMENT (SEE LOW VOLTAGE COORDINATION NOTES)
22. BOTH DESIGN TEAM AND OWNER MUST VERIFY ALL DOOR/WINDOW SUBMITTALS PRIOR TO CONTRACTOR
ORDERING
23. DOOR & WINDOW FIRE RATINGS MUST MATCH THE FIRE RATING OF ADJACENT UNITS WITHIN THE SAME
PARTITION, TYP.
24. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE
WRIST TO OPERATE. IBC 1008.1.9.1 & ANSI 309.4.
GENERAL DOOR NOTES
1. CARD READERS TO BE MOUNTED ON 1-GANG ELECTRICAL
BOX, MUD RING, OR LOW VOLTAGE BRACKET
1.1. CONTRACTOR TO COORDINATE ALL ROUGH-IN LOCATIONS
DIRECTLY W/ OWNER IT DEPARTMENT
REPRESENTATIVE(S)
2. ELECTRIC LATCHES MAY BE SUBSTITUTED FOR ELECTRIC
STRIKE HARDWARE AS NEEDED
3. CONTRACTOR TO PROVIDE MIN. 1/2" CONDUIT STUBBED TO
ACCESSIBLE CEILING SPACE FROM ALL DOORS EQUIPPED
WITH CARD READER, ELECTRIC STRIKE/LATCHES, AND/OR
DOOR POSITION SENSORS
LOW VOLTAGE COORDINATION
MAIN FLOOR LEVEL
0' - 0"
CEILING LEVEL
8' - 6"
4' - 5" 3' - 4"
7' - 9"
8'
- 6
SAFETY GLASS PANELS.
NEW ALUMINUM FRAME. COLOR TO
BE APPROVED PRIOR TO
MANUFACTURE.
D01
QUANTITY: 1
3' - 0 1/4"
MAIN FLOOR LEVEL
0' - 0"
CEILING LEVEL
8' - 6"
4' - 4"4' - 4"3' - 4"
12' - 0"
4'
- 3
4'
- 3
SAFETY GLASS PANELS.
NEW ALUMINUM FRAME. COLOR TO
BE APPROVED PRIOR TO
MANUFACTURE.
8'
- 6
PARTIAL HEIGHT TRANSLUCENT
VINYL OVER GLASS.
D03
QUANTITY: 1
3' - 0 1/4"
MAIN FLOOR LEVEL
0' - 0"
CEILING LEVEL
8' - 6"
3' - 4" 3' - 8 1/4" 3' - 8 1/4"
10' - 8 1/2"
8'
- 6
SAFETY GLASS PANELS.
NEW ALUMINUM FRAME. COLOR TO
BE APPROVED PRIOR TO
MANUFACTURE.
FULL HEIGHT TRANSLUCENT VINYL
OVER GLASS.
D05
QUANTITY: 1
MAIN FLOOR LEVEL
0' - 0"
CEILING LEVEL
8' - 6"
3' - 4" 4' - 0 1/4" 4' - 0 1/4"
11' - 4 1/2"
8'
- 6
SAFETY GLASS PANELS.
NEW ALUMINUM FRAME. COLOR TO
BE APPROVED PRIOR TO
MANUFACTURE.
FULL HEIGHT TRANSLUCENT VINYL
OVER GLASS.
D07
QUANTITY: 1
MAIN FLOOR LEVEL
0' - 0"
CEILING LEVEL
8' - 6"
3' - 4" 5' - 0 1/2"
8' - 4 1/2"
8'
- 6
SAFETY GLASS PANELS.
NEW ALUMINUM FRAME. COLOR TO
BE APPROVED PRIOR TO
MANUFACTURE.
FULL HEIGHT TRANSLUCENT VINYL
OVER GLASS.
D08
QUANTITY: 1
© 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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Door Schedule Door
Comments
Door
Mark Size
Finish Hardware CommentsWidth Height
D01 NEW DOOR PART OF
ASSEMBLY
36" 100" NEW ALUMINUM FRAME DOOR WITH GLASS INFILL. PARTIAL HEIGHT TRANSLUCENT VINYL OVER GLASS.ELECTRIC STRIKE AND DOOR BELL REQUIRED. HARDWARE TO OWNER'S SELECTION.
D02 NEW DOOR 36" 80" NEW STEEL FRAME AND WOOD DOOR SLAB TO OWNER'S SELECTION. DOOR TO BE LOCKABLE. HARDWARE TO OWNER'S SELECTION.
D03 NEW DOOR PART OF
ASSEMBLY
36" 100" NEW ALUMINUM FRAME DOOR WITH GLASS INFILL. FULL HEIGHT TRANSLUCENT VINYL OVER GLASS. HARDWARE TO OWNER'S SELECTION.
D04 NEW DOOR 36" 80" NEW STEEL FRAME AND WOOD DOOR SLAB TO OWNER'S SELECTION. HARDWARE TO OWNER'S SELECTION.
D05 NEW DOOR PART OF
ASSEMBLY
36" 100" NEW ALUMINUM FRAME DOOR WITH GLASS INFILL. FULL HEIGHT TRANSLUCENT VINYL OVER GLASS. RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D06 EXISTING DOUBLE SERVICES
DOOR
72" 80" DOOR SLABS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D07 NEW DOOR PART OF
ASSEMBLY
36" 100" NEW ALUMINUM FRAME DOOR WITH GLASS INFILL. FULL HEIGHT TRANSLUCENT VINYL OVER GLASS. RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D08 NEW DOOR PART OF
ASSEMBLY
36" 100" NEW ALUMINUM FRAME DOOR WITH GLASS INFILL. FULL HEIGHT TRANSLUCENT VINYL OVER GLASS. RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D09 NEW DOOR 36" 80" NEW STEEL FRAME AND WOOD DOOR SLAB TO MATCH EXISTING ADJACENT DOORS AND FRAMES. RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D10 EXISTING OPENING,
RELOCATED DOOR
36" 80" EXISTING DOOR FRAME TO REMAIN. DOOR SLAB TO BE RELOCATED FROM REMOVED DOOR AND
FINISHED TO MATCH NEW DOOR SLABS.
RFID ACCESS REQUIRED. HARDWARE TO OWNER'S SELECTION.
D11 EXISTING DOOR 36" 80" NO CHANGE TO CURRENT. NO CHANGE TO CURRENT.
1/2" = 1'-0"
1 SF01
1/2" = 1'-0"
2 SF02
1/2" = 1'-0"
3 SF03
1/2" = 1'-0"
4 SF04
1/2" = 1'-0"
5 SF05
N o.
D es cr ip tio n
D
GENERAL NOTES
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LEGEND
MECHANICAL CALL-OUTS
CODES & DESIGN CRITERIA
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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© 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.
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THOMAS W.
AVANT
#5561917
RE
E
NI
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LANOISSEFORP
DERETSI G E R
STATE OF U TAH
Thomas Avant
9/8/2026
M0.1
NTS
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AutoCAD SHX Text
1. DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL COORDINATE WORK INDICATED HEREIN W / PLUMBING , ELECTRICAL & FIRE PROTECTION CONTRACTOR SHALL COORDINATE WORK INDICATED HEREIN W / PLUMBING , ELECTRICAL & FIRE PROTECTION SECTIONS. SUBMIT 1/4" SCALE SHOP DRAWINGS FOR DUCT SYSTEMS, DIMENSIONED TO INCORPORATE THE WORK OF OTHER TRADES. INDICATE SPACES RESERVED FOR FIRE SPRINKLER, PIPING & ELECTRICAL CONDUIT MAINS. 3. UNLESS NOTED OTHERWISE, BRANCH DUCTS TO INDIVIDUAL TERMINALS, DIFFUSERS AND GRILLS SHALL BE SAME UNLESS NOTED OTHERWISE, BRANCH DUCTS TO INDIVIDUAL TERMINALS, DIFFUSERS AND GRILLS SHALL BE SAME SIZE AS NECK INLET. 4. PROVIDE EQUIPMENT SCHEDULED OR INDICATED ON THE DRAWINGS BUT NOT INCLUDED WITHIN THE SPECIFICATIONS. PROVIDE EQUIPMENT SCHEDULED OR INDICATED ON THE DRAWINGS BUT NOT INCLUDED WITHIN THE SPECIFICATIONS. INSTALLATION SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE SUBMITTALS. 5. ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DRAWINGS PRIOR ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DRAWINGS PRIOR TO EQUIPMENT ORDER RELEASE. ADDITIONAL ELECTRICAL WORK RESULTING FROM EQUIPMENT SUBSTITUTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. LENGTH OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO 5'-0" MAX. HORIZONTAL RUN WITH ONLY ONE 90 ELL. LENGTH OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO 5'-0" MAX. HORIZONTAL RUN WITH ONLY ONE 90° ELL.PERMITTED. SECURE FLEXIBLE DUCTWORK WITH SCREWS & DRAWBANDS. 7. DUCT SIZES INDICATED ARE NET INSIDE CLEAR DIMENSIONS. DUCT SIZES INDICATED ARE NET INSIDE CLEAR DIMENSIONS. 8. PROVIDE CEILING OPERATORS FOR INACCESSIBLE M.V.D.'S WHERE INDICATED, EQUAL TO YOUNG REGULATOR, REMOTE PROVIDE CEILING OPERATORS FOR INACCESSIBLE M.V.D.'S WHERE INDICATED, EQUAL TO YOUNG REGULATOR, REMOTE GEAR OPERATED, WITH CEILING ESCUTCHEON. 9. ITEM DESIGNATIONS INDICATED HEREIN ARE FOR PURPOSES OF THESE DOCUMENTS ONLY. CONTRACTOR SHALL ITEM DESIGNATIONS INDICATED HEREIN ARE FOR PURPOSES OF THESE DOCUMENTS ONLY. CONTRACTOR SHALL VERIFY W/ OWNERS REPRESENTATIVE ACTUAL "TAGGING" INFORMATION TO BE PROVIDED FOR EACH ITEM OF MECHANICAL EQUIP. PRIOR TO NAMEPLATE ORDER RELEASE. 10. CEILING DIFFUSERS SHALL BE 36" MIN. FROM CEILING MOUNTED SMOKE DETECTORS. COORDINATE W/ ELECTRICAL CEILING DIFFUSERS SHALL BE 36" MIN. FROM CEILING MOUNTED SMOKE DETECTORS. COORDINATE W/ ELECTRICAL DIVISION. 11. SECURE DIFFUSERS AND GRILLS TO T-BAR CEILINGS, WHERE APPLICABLE. SUBMIT SHOP DRAWINGS FOR APPROVAL SECURE DIFFUSERS AND GRILLS TO T-BAR CEILINGS, WHERE APPLICABLE. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO BEGINNING WORK. 12. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LOCATION OF GRILLS & DIFFUSERS IN CEILING, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LOCATION OF GRILLS & DIFFUSERS IN CEILING, AS WELL AS ACCESS DOORS. 13. COORDINATE EQUIPMENT DIMENSIONS AND LAYOUT W/ PLUMBING SECTION WHERE FLOOR SINKS ARE INDICATED. COORDINATE EQUIPMENT DIMENSIONS AND LAYOUT W/ PLUMBING SECTION WHERE FLOOR SINKS ARE INDICATED. 14. PIPES PASSING THRU FIRE RATED WALLS & FLOORS SHALL BE SEALED WITH U.L. LISTED MATERIAL EQUAL TO 3M PIPES PASSING THRU FIRE RATED WALLS & FLOORS SHALL BE SEALED WITH U.L. LISTED MATERIAL EQUAL TO 3M FIRE BARRIER, CAULK OR PUTTY. SEALANT'S RATING SHALL MATCH THE RATING OF THE ASSEMBLY. 15. PROVIDE VALVE TAGS AND PIPE IDENTIFICATION BANDS. TAGS SHALL BE BRASS W/ CHAIN. IDENTIFICATION BANDS PROVIDE VALVE TAGS AND PIPE IDENTIFICATION BANDS. TAGS SHALL BE BRASS W/ CHAIN. IDENTIFICATION BANDS SHALL BE LOCATED EVERY 25 FEET AND ON EITHER SIDE OF INTERMEDIATE BARRIER. 16. PROVIDE 18" X 18" MIN, ACCESS DOOR IN INACCESSIBLE CEILINGS AND WALLS FOR EQUIPMENT REQUIRING ACCESS PROVIDE 18" X 18" MIN, ACCESS DOOR IN INACCESSIBLE CEILINGS AND WALLS FOR EQUIPMENT REQUIRING ACCESS OR ADJUSTMENT. COORDINATE LOCATIONS AND SUBMIT TO ARCHITECT FOR APPROVAL PRIOR TO BEGINNING WORK. 17. TURNING VALVE RUNNERS SHALL HAVE A VANE IN EVERY SLOT IN STRICT CONFORMANCE WITH MFR'S INSTRUCTIONS TURNING VALVE RUNNERS SHALL HAVE A VANE IN EVERY SLOT IN STRICT CONFORMANCE WITH MFR'S INSTRUCTIONS AND SMACNA DUCT CONSTRUCTION STANDARDS. 18. VERIFY FIT OF DUCTWORK AND PIPING PRIOR TO FABRICATION. VERIFY FIT OF DUCTWORK AND PIPING PRIOR TO FABRICATION. 19. INSULATED PIPING EXPOSED TO VIEW (THROUGHOUT THE FACILITY) SHALL BE COVERED FINISHED W/ PVC JACKET INSULATED PIPING EXPOSED TO VIEW (THROUGHOUT THE FACILITY) SHALL BE COVERED FINISHED W/ PVC JACKET EQUAL TO MANVILLE PVC / PERMA-WELD PIPE JACKETING SYSTEM USING 30 MIL THICK JACKET. FITTINGS, FLANGES, VALVES & ACCESSORIES SHALL BE JACKETED. INSTALL PER MANUFACTURER'S INSTRUCTIONS W/ SEAM ON TOP OF PIPE SO AS NOT TO BE VISIBLE FROM OCCUPIED SPACE. 20. DUCTWORK LOCATED BELOW 7'-6" IN MECHANICAL ROOMS SHALL BE EQUIPPED W/PADDING MATERIAL ON ALL DUCTWORK LOCATED BELOW 7'-6" IN MECHANICAL ROOMS SHALL BE EQUIPPED W/PADDING MATERIAL ON ALL CORNERS, EDGES & OTHER SURFACES WHICH MAY BE HAZARDOUS. 21. COORDINATE & VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING EQUIPMENT PADS. COORDINATE & VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING EQUIPMENT PADS. 22. DUCT MOUNTED SMOKE DETECTORS SHALL BE ZERO VELOCITY TYPE WHERE INDICATED ON DRAWINGS. DUCT MOUNTED SMOKE DETECTORS SHALL BE ZERO VELOCITY TYPE WHERE INDICATED ON DRAWINGS. 23. DRAIN PIPING FROM A.C. EQUIPMENT SHALL BE ROUTED SO AS NOT TO CREATE A TRIPPING HAZARD. COORDINATE DRAIN PIPING FROM A.C. EQUIPMENT SHALL BE ROUTED SO AS NOT TO CREATE A TRIPPING HAZARD. COORDINATE ACTUAL DRAIN CONNECTIONS WITH PLUMBING SECTION. COORDINATE FLOOR SINK LOCATIONS ACCORDINGLY. 24. CONDENSATE DRAIN TRAPS SHALL BE 3" DEEP MINIMUM. CONDENSATE DRAIN TRAPS SHALL BE 3" DEEP MINIMUM. 25. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCK-OUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCK-OUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK IS SET. 26. PROVIDE ACCESS DOOR IN DUCTWORK UPSTREAM OF EACH REHEAT COIL.. PROVIDE ACCESS DOOR IN DUCTWORK UPSTREAM OF EACH REHEAT COIL.. 27. DUCTWORK VISIBLE BEHIND DIFFUSERS, REGISTERS, OR GRILLS SHALL BE PAINTED FLAT BLACK. DUCTWORK VISIBLE BEHIND DIFFUSERS, REGISTERS, OR GRILLS SHALL BE PAINTED FLAT BLACK. 28. REFER TO EQUIPMENT DRAWINGS, SPECIFICATIONS, & SHOP DRAWINGS FOR CONNECTIONS TO EQUIPMENT. REFER TO EQUIPMENT DRAWINGS, SPECIFICATIONS, & SHOP DRAWINGS FOR CONNECTIONS TO EQUIPMENT. 29. MANUAL VOLUME DAMPERS AND VALVES ON INSULATED DUCTWORK AND PIPING SHALL HAVE EXTENDED STEMS TO MANUAL VOLUME DAMPERS AND VALVES ON INSULATED DUCTWORK AND PIPING SHALL HAVE EXTENDED STEMS TO ALLOW FOR THE INSULATION THICKNESS. PROVIDE MIN 12" LONG RED RIBBON QUADRANT LOCATOR ON VOLUME DAMPER HANDLES. 30. CONTRACTOR TO NOTIFY ENGINEER OF ANY INCORRECT ASSUMPTIONS PRIOR TO STARTING ANY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY INCORRECT ASSUMPTIONS PRIOR TO STARTING ANY WORK. 31. ALL DIFFUSER GRILLS/REGISTERS SHALL HAVE MANUALLY ADJUSTABLE DAMPERS INSTALLED IN DUCT IMMEDIATELY ALL DIFFUSER GRILLS/REGISTERS SHALL HAVE MANUALLY ADJUSTABLE DAMPERS INSTALLED IN DUCT IMMEDIATELY PRIOR GRILL FOR SYSTEM BALANCING. 32. ALL CEILING HUNG UNITS TO BE ATTACHED TO FLOOR SYSTEM WITH VIBRATION DAMPING MOUNTS. ALL CEILING HUNG UNITS TO BE ATTACHED TO FLOOR SYSTEM WITH VIBRATION DAMPING MOUNTS. 33. ROOF TOP EQUIPMENT TO BE INSTALLED A MINIMUM OF 10' FROM THE ROOF EDGE, ROOF TOP EQUIPMENT TO BE INSTALLED A MINIMUM OF 10' FROM THE ROOF EDGE, OR HAVE A GUARD INSTALLED WHICH IS A MINIMUM 42" TALL AND EXTENDS A MINIMUM OF 30" BEYOND EACH EDGE OF EQUIPMENT OR HAVE INSTALLED FALL/ARREST RESTRAINT ANCHORAGE CONNECTOR (IN COMPLIANCE WITH ANSI/ASSE Z 359.1).
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XX
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XX
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-TYPE -UNIT CALL-OUT
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EQUIPMENT
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XX
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XX
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-TYPE -FLOW (CFM) -SIZE
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DUCT TERMINATION
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XXXX
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T-STAT
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THERMOSTAT
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FLFD
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FUSIBLE LINK FIRE DAMPER
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DD
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DUCT MOUNTED SMOKE DETECTOR
AutoCAD SHX Text
FSDT-STAT
AutoCAD SHX Text COMBINATION FIRE/ SMOKE DETECTOR (GREENHAECK CFSD-211/ SEE DETAIL 12, SHEET M201)
AutoCAD SHX Text
AUTO D
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MOTORIZED DAMPER
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MVD
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MANUAL VOLUME DAMPER
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SA
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SUPPLY AIR
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RA
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RETURN AIR
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EA
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EXHAUST AIR
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OA
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OUTSIDE AIR
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EF
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EXHAUST FAN
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HVAC SHAFTS
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SUPPLY DUCT - NEW
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SUPPLY DUCT - EXISTING
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SUPPLY DUCT - DEMO
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RETURN DUCT - NEW
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RETURN DUCT - EXISTING
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RETURN DUCT - DEMO
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EXHAUST DUCT - NEW
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EXHAUST DUCT - EXISTING
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EXHAUST DUCT - DEMO
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JURISDICTION:
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KANAB, UTAH
AutoCAD SHX Text
MECHANICAL CODE:
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2021 INTERNATIONAL MECHANICAL CODE
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ENERGY CODE:
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2021 INTERNATIONAL ENERGY CODE
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ELEVATION:
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4,553 FT. ABOVE SEA LEVEL
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WINTER DESIGN DB:
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26.6 DEG. F.
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SUMMER DESIGN TEMP DB/ WAB:
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106.3 DEG. F. / 66.2 DEG. F.
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DB DESIGN FOR AIR COOLED EQUIPMENT:
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93.6 DEG. F.
MECHANICAL SPECIFICATIONS
M0.2
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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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DRAWN BY:
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© 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.
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THOMAS W.
AVANT
#5561917
RE
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NI
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LANOISSEFORP
DERETSI G E R
STATE OF U TAH
Thomas Avant
9/8/2026
AutoCAD SHX Text GENERAL SPECIFICATIONS 1. SCOPE: PROVIDE ALL MATERIALS, LABOR, TOOLS AND INCIDENTALS NECESSARY TO INSTALL AND MAKE READY FOR OWNER'S USE COMPLETE SYSTEMS OF HEATING, VENTILATION, AIR CONDITIONING (HVAC), PLUMBING, FOR THE PROPOSED WORK AND BUILDING RENOVATIONS AS SHOWN ON THE DRAWINGS AND CALLED FOR IN THESE SPECIFICATIONS. VISIT THE SITE TO OBTAIN DIMENSIONS, EXISTING LAYOUTS AND LOCATIONS AND EXISTING CONSTRUCTION DETAILS NOT SHOWN ON THESE DRAWINGS. 2. BIDDERS RESPONSIBILITY: EXAMINE THE DRAWINGS AND SPECIFICATIONS AND VISIT THE WORK SITE. BECOME FAMILIAR WITH THE CHARACTER OF THE WORK, THE COORDINATION WITH OTHER TRADES REQUIRED, AND ANY OTHER CONDITIONS THAT AFFECT THE COMPLETION OF THIS WORK. 3. PERMITS, CODES AND LAWS: APPLY FOR ALL PERMITS AND PAY ALL FEES. ALL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITIONS OF THE FOLLOWING RULES AND REGULATIONS, HEREIN REFERRED TO AS "CODES": THE LATEST OR ADOPTED EDITION OF THE APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING, MECHANICAL, SANITATION, PLUMBING, ETC. CODES.
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