2-202-22054 Deseret Peaks Restroom Building Bid Package 2 Alt 2 Construction Documents 27Apr2026.pdf

FLOOR OR POINT ELEVATION

KEY NOTE

WALL TYPE

DOOR NUMBER

WINDOW NUMBER

FIXTURE TAG

REVISION TAG

DETAIL

BUILDING SECTION

ROOM NAME & NUMBER

WALL SECTION

X-XX

XXX

A101

SIM

Room name

A101

SIM

XXX

INTERIOR ELEVATIONA101

1Ref

R e f

R e f

1Ref

A101

Ref

Re f

Re f

Ref

BUILDING ELEVATION

BUILDING GRID LINES

A

X

CONCRETE MASONRY UNIT

BRICK VENEER

STONE VENEER

CONCRETE

GYPSUM BOARD OR GROUT

MORTAR

BATT INSULATION

RIGID INSULATION

PLYWOOD

ROUGH WOOD-CONTINUOUS

ROUGH WOOD-BLOCKING

WOOD TRIM

STEEL

GRAVEL

EARTH

E.I.F.S.

B1

A101

SIM

@ AT

A.B. ANCHOR BOLT

ABV. ABOVE

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

A.I.A. AMERICAN INSTITUTE OF

ARCHITECTS

ALUM. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT / ARCHITECTURAL

A.S.T.M. AMERICAN SOCIETY FOR

TESTING MATERIALS

BD BOARD

BLDG. BUILDING

B.M. BENCHMARK

BITUM. BITUMINOUS

B.O. BOTTOM OF

BOT. BOTTOM

B.P. BASE PLATE

BRG. BEARING

BTWN. BETWEEN

C.J. CONSTRUCTION JOINT

CENTER LINE

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

COORD. COORDINATE

CER. CERAMIC

C.P. CAP PLATE

C.T.J. CONTRACTION JOINT

DBL. DOUBLE

D.B.A. DEFORMED BAR ANCHOR

DEPT. DEPARTMENT

DFT./DTL. DETAIL

DIA. / Ø DIAMETER

DTL. DETAIL

DWGS. DRAWINGS

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

ELECT. ELECTRICAL

EL/ELEV. ELEVATION

EQ. EQUAL

E.S. EACH SIDE

E.W. EACH WAY

EXIST. EXISTING

EXPAN. EXPANSION

EXT. EXTERIOR

E.W.C. ELECTRIC WATER COOLER

F.D. FLOOR DRAIN

FDN./FDTN FOUNDATION

O.H. OVERHEAD

O.H.D. OVERHEAD DOOR

OPP. OPPOSITE

O.W.S.J. OPEN WEB STEEL JOIST

OZ. OUNCE

PART. PARTITION

PERP PERPENDICULAR

PDR. CT. POWDER COAT/COATED

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

PL PLATE

PLUMB. PLUMBING

PROT. PROTECT/PROTECTION

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PTD. PAINTED

QTY. QUANTITY

R.D. ROOF DRAIN

RAD. RADIUS

RFINF. REINFORCED

REQ'D. REQUIRED

RM ROOM

R.O. ROUGH OPENING

SCHED SCHEDULE

SHR. SHOWER

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

STC SOUND TRANSMISSION COEFFICIENT

S.D.I. STEEL DECK INSTITUTE

S.J.I. STEEL JOIST INSTITUTE

STIFF. STIFFENER

STRUCT. STRUCTURAL

STD. STANDARD

SUPER. SUPERVISOR

SUSP. SUSPENDED

THRU. THROUGH

T.O. TOP OF

T.O.A. TOP OF ASPHALT

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.S. TOP OF SLAB OR SIDEWALK

T.O.W. TOP OF WALL

T.P.O. THERMO

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE.

VNR. VENEER

W/ WITH

WD. WOOD

W.W.F. WELDED WIRE FABRIC

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

FIN. FINISH

FLR. FLOOR

FT. FEET

FTG. FOOTING

GA. GAGE/GAUGE

GAL. GALLON

GALV. GALVANIZED

GPM GALLONS PER MINUTE

GND. GROUND

GOVT. GOVERNMENT

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM WALL BOARD

H.C. HANDICAPPED

HDW. HARDWARE

HR. HOUR

H.S.A. HEADED STUD ANCHOR

H.M. HOLLOW METAL

HORIZ. HORIZON

HT. HEIGHT

HVAC HEATING/VENTIALTION/AIR

CONDITIONING

HYD HYDRANT

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCHES

INFO. INFORMATION

INSUL. INSULATION

LAV LAVATORY

LT. LIGHT

LT WT LIGHT WEIGHT

MAINT. MAINTENANCE

MANUF. MANUFACTURER

MAX. MAXIMUM

MAT MATERIAL

M.C.J. MASONRY CONTROL JOINT

MECH. MECHANICAL

MFGR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTL. METAL

NO. NUMBER

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

# NUMBER

O.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLED

O.F.O.I. OWNER FURNISHED,

OWNER INSTALLED

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

PROJECT NO.

SHEET TITLE:

Pl o t D a te

Architecture Interior Design Landscape Architecture Land Planning Construction Management

7927 So. Highpoint Parkway, Suite 300

Sandy, Utah 84094

ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com

The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc.

These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice.

SHEET NUMBER:

REVISIONS:

DATE:

2026 THINK ARCHITECTURE INC.

/2

/2

:3

:2

P

M

D

ES

ER

ET

P

EA

K C

O M

PL

EX

RE

ST

RO

O M

B U

IL

D

IN

G

U T-

2, G

RA

N

TS

V

IL

LE

, U T

APRIL 27, 2026

22-054

COVER SHEET

G000

-0 4-

-R

ES

TR

O O

M B

UI

LD

IN

G

B

ID

S

ET

BI

D

P A

C

KA

G E

2- A

LT

ER

N A

TE

B

ID

ARCHITECT:

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE

CIVIL ENGINEER:

MECHANICAL ENGINEER:

ELECTRICAL ENGINEER:

PROJECT TEAM

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE

PLUMBING CODE: 2021 INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE: 2020 NATIONAL ELECTRIC CODE

ACCESSIBILITY: 2021 ANSI A117.1

STRUCTURAL ENGINEER:

1295 N STATE ST

OREM, UT 84057

801.222.0922

CKR ENGINEERS

560 S 100 W ST#1,

PROVO, UT 84601

(435).554.7771

BRENKMAN & COMPANY

2332 W. 12600 S., SUITE F

RIVERTON, UT 84065

801.566.0503

ROCKY MOUNTAIN CONSULTING ENGINEERS, INC.

556 WEST JACK FROST WAY

SARATOGA SPRINGS, UT 84045

801.884.6010

ADVANCED CIVIL ENGINEERING, PLLC

NORTH

VICINITY MAPGOVERNING BUILDING CODES & INFORMATION

BUILDING: RESTROOM BUILDING

USE: PUBLIC RESTROOM USE

OCCUPANCY TYPE: U

BUILDING TYPE: V-B

FIRE SPRINKLERS: NO

ALLOWABLE AREA: 5,500 SF

ALLOWABLE HEIGHT: 40 FEET (1 STORY)

ACTUAL AREA: LEVEL 1: 1,185 SF

ACTUAL HEIGHT: 15'-7"

DRAWING INDEX

OCCUPANT LOAD: SEE G002

EXIT REQUIREMENTS: SEE G002

EXITS PROVIDED: SEE G002

MATERIALS: CMU, WOOD TRUSSES

ABBREVIATIONS GRAPHIC SYMBOLS/ MATERIAL LEGENDS

DESERET PEAKS SPORTS AND ENTERTAINMENT

COMPLEX

RESTROOM BUILDING

BID PACKAGE #2- ALTERNATE BID #2

DEFERRED SUBMITTALS ARE THOSE PORTIONS OF DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION AND HAVE RECEIVED PRIOR APPROVAL FROM THE BUILDING

OFFICIAL TO BE DEFERRED.

THE DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT AND GENERAL CONTRACTOR WITHIN SIX WEEKS TO COMMMENCEMENT OF CONSTRUCTION TO THIS PORTION OF

WORK.

DEFERRED SUBMITTAL PROCESS:

1. THE DEFERRED SUBMITTAL SHALL FIRST BE REVIEWED BY THE GENERAL CONTRACTOR FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE SUBMITTAL MUST BE REVIEWED, APPROVED, STAMPED AND SIGNED BY THE GENERAL CONTRACTOR BEFORE BEING SUBMITTED TO THE ARCHITECT.

2. THE GENERAL CONTRACTOR SHALL DIGITALLY SUBMIT DEFERRED SUBMITTALS TO THE ARCHITECT.

3. THE DEFERRED SUBMITTAL ITEMS WILL BE REVIEWED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE. THE ENGINEER OR ARCHITECT WILL ATTACH A LETTER TO THE SUBMITTAL

STATING THAT THE DEFERRED ITEM IS IN CONFORMANCE WITH THE DESIGN OF THE STRUCTURE.

4. THE APPROVED SUBMITTALS WILL BE RETURNED TO THE GENERAL CONTRACTOR. TWO SETS OF THE DEFERRED SUBMITTAL ARE THEN SUBMITTED TO THE CITY FOR REVIEW.

5. THE GENERAL CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED SUBMITTAL ON SITE FOR REFERENCE BY THE CITY INSPECTOR.

6. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

7. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR STRUCTURAL DEFERRED SUBMITTALS.

DEFERRED SUBMITTAL ITEMS

1. PRE-FABRICATED STRUCTURAL TRUSSES, INCLUDING DESIGN DRAWINGS AND CALCULATIONS.

DEFERRED SUBMITTAL REQUIREMENTS

OWNER & MUNICIPAL DRAWING APPROVALS

OWNER:

CITY PLANNING & ZONING DEPARTMENT:

DATE:

DATE:

CITY BUILDING DEPARTMENT: DATE:

CITY ENGINEER:

CITY FIRE DEPARTMENT:

DATE:

DATE:

CITY POLICE DEPARTMENT: DATE:

PROJECT SITE

GENERAL

SHEET # SHEET NAME # DATE

G000 COVER SHEET

G001 GENERAL NOTES

G002 LIFE SAFETY PLAN AND AREA PLAN

G004 ACCESSIBILITY DETAILS

G005 ACCESSIBILITY DETAILS

ARCHITECTURAL

SHEET # SHEET NAME # DATE

A100 SLAB PLAN & ISOMETRIC

A101 FLOOR PLAN AND REFLECTED CEILING PLAN

A102 ROOF PLAN

A201 ELEVATIONS

A301 SECTIONS

A401 INTERIOR ELEVATIONS

A601 DOOR AND WINDOW SCHEDULE

STRUCTURAL

SHEET # SHEET NAME # DATE

S101 FOUNDATION AND FRAMING PLANS

S501 DETAILS

S601 STRUCTURAL SCHEDULES

S602 STRUCTURAL NOTES

MECHANICAL

SHEET # SHEET NAME # DATE

M100 MECHANICAL OVERVIEW

M101 MECHANICAL CONSTRUCTION

M102 MECHANICAL ISOMETRICS

PLUMBING

SHEET # SHEET NAME # DATE

P100 PLUMBING OVERVIEW

P101 PLUMBING CONSTRUCTION

P102 DCW/DHW ISOMETRICS

P103 SANITARY ISOMETRICS

P104 PLUMBING SCHEDULES

ELECTRICAL

SHEET # SHEET NAME # DATE

E002 ELECTRICAL GENERAL SHEET

E102 RESTROOM LIGHTING PLAN

E202 RESTROOM POWER PLAN

E502 ELECTRICAL DETAILS

E602 ELECTRICAL SCHEDULES

SPECIAL INSPECTIONS REQUIREMENTS

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH IBC 2021 CHAPTER 17, SECTION 1704.

SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED

DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE. (2021 IBC SECTION 1704.2.4).

SEE PROJECT MANUAL / SPECIFICATIONS, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL GENERAL NOTES FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.

OWNER:

47 S. MAIN STREET

TOOELE, UT 84074

435.843.4000

TOOELE COUNTY

LANDSCAPE ARCHITECT:

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE

MECHANICAL CODE: 2021 INTERNATIONAL MECHANICAL CODE

FIRE CODE: 2021 INTERNATIONAL FIRE CODE

ENERGY CONSERVATION: 2021 INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING AREAS

BUILDING AREA - FINISHED

AREA FINISHED

BUILDING AREA - UNFINISHED

AREA UNFINISHED

CITY APPROVAL STAMP

2930 UT-112 GRANTSVILLE, UTAH 84029

SEAL

SEE SITE DEVELOPMENT PACKAGE FOR ALL CIVIL,

LANDSCAPE CONSTRUCTION DOCUMENTS.

APRIL 27, 2026

C43. CONTRACTOR SHALL SEAL ALL GAPS, HOLES, AND CRACKS IN BUILDING CONSTRUCTION AS REQUIRED TO

CONTROL INFILTRATION OF INSECTS.

PROJECT GENERAL NOTES

1. DEFINITIONS

a. PROVIDE:

MEANS TO PROVIDE, FURNISH AND INSTALL, A COMPLETE SYSTEM AND READY FOR OPERATIONS AND USE

FOR PURPOSE INTENDED INCLUDES THOSE ITEMS SPECIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS AS

WELL AS THOSE ITEMS THAT ARE REQUIRED TO PROVIDE A COMPLETE SYSTEM. THE CONTRACTOR AND SUB

CONTRACTORS ARE REQUIRED TO PROVIDE THE FULL AND COMPLETE SYSTEM.

b. FURNISH:

MEANS TO SUPPLY, PURCHASE, PROCURE AND DELIVER COMPLETE WITH RELATED ACCESSORIES, READY FOR

ASSEMBLY, APPLICATION, INSTALLATION, AND SIMILAR OPERATIONS, AS APPLICABLE IN EACH INSTANCE.

c. INSTALL:

MEANS TO CONSTRUCT, ASSEMBLE, ERECT, MOUNT, ANCHOR, PLACE, CONNECT, APPLY AND SIMILAR

OPERATIONS, COMPLETE WITH RELATED ACCESSORIES, AS APPLICABLE IN EACH INSTANCE.

d. EQUIVALENT:

MEANS "EQUIVALENT AS ACCEPTED BY THE ARCHITECT." WITH RESPECT TO PRODUCTS, EQUIVALENT MEANS A

LIKE DEGREE OF FEATURES, ATTRIBUTES, PERFORMANCES, OR QUALITIES DEEMED ESSENTIAL TO THE DESIGN

INDICATED INSTEAD, THE TERM INTENDED TO MEAN ARCHITECT WILL CONSIDER SUBSTITUTION PROPOSALS

FOR THE PRODUCT. DO NOT ASSUME THAT SUBSTITUTE PRODUCTS ARE ACCEPTABLE. SUBSTITUTIONS MADE

BY THE CONTRACTOR WITHOUT FULL AND FINAL APPROVAL, MAY REQUIRE TO BE REMOVED IF NOT DEEMED

ACCEPTABLE BY THE ARCHITECT. ALL COSTS ASSOCIATED TO REMOVAL OF SUBSTITUTION NOT APPROVED, AND INSTALLATION OF ACCEPTED PRODUCTS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

GENERAL NOTES

G1. INTENT OF THE DOCUMENTS:

DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR THE PROPER COMPLETION OF

THE PROJECT, SUITABLE FOR THE INTENDED USE OF THE OWNER. ITEMS NOT EXPRESSLY SET FORTH WITHIN THE

DRAWINGS AND SPECS , BUT WHICH ARE REASONABLY IMPLIED FOR COMPLETION OF A COMPLETE SYSTEM, OR NECESSARY, FOR THE PROPER PERFORMANCE OF THE WORK SHALL BE INCLUDED.

G2. DRAWINGS AND SPECIFICATIONS:

SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND SUPPLEMENTAL TO THE DRAWINGS. NO

RELATIVE IMPORTANCE OF DRAWINGS VERSUS SPECIFICATIONS HAS BEEN ESTABLISHED AND NONE SHOULD

BE ASSUMED, BUT THE MOST STRINGENT CONDITIONS SHOULD BE ASSUMED FOR ALL BIDDING AND

CONSTRUCTION REQUIREMENTS. IN THE EVENT OF DISCREPANCIES OR CONFLICTS, THE ARCHITECT SHALL BE

CONSULTED IN ORDER TO RENDER AN INTERPRETATION.

BIDDING, PRICING OR CONSTRUCTION DONE PRIOR TO RECEIVING FINAL BUILDING DEPARTMENT PERMITS IS

AT THE CONTRACTORS OWN RISK. CHANGES TO THE DRAWINGS MAY BE REQUIRED AS PART OF THE PLAN

CHECK AND/ OR OWNER REVIEW PROCESS. THINK ARCHITECTURE INC. AND ITS CONSULTING ENGINEERS

WILL NOT BE HELD LIABLE FOR, NOR COMPENSATE FOR, CHANGES TO THESE DRAWINGS BEFORE FINAL

JURISDICTION AND OWNER APPROVAL IS OBTAINED.

DRAWINGS FOR THIS PROJECT IS COMPILED INTO 2 VOLUMES, AND BOTH VOLUMES SHALL BE USED FOR THE

CONSTRUCTION OF THIS PROJECT. THE DRAWINGS ARE INTENDED AS AN ENTIRE GROUP, AND NO SET OF

DRAWINGS TAKE PRECEDENCE. ALL CONTRACTORS WORKING ARE RESPONSIBLE FOR ALL ITEMS WITHIN

THIS SET OF DRAWINGS, AND NOT INDIVIDUAL AREA. FAILURE TO REVIEW AND PROVIDE COSTS FOR ALL

ITEMS WITHIN THEIR RESPECTIVE SCOPE OF WORK WHEREVER SHOWN WITHIN THE DRAWINGS IS THE BURDEN

OF THE GENERAL CONTRACTOR AND SUB -CONTRACTORS FOR THOSE ITEMS MISSED, AND SHALL NOT BE

AVAILABLE FOR CHANGE ORDERS FROM THE OWNER FOR MISSED SCOPE OF WORK IN THE BIDDING PROCESS.

G3. WORK NOT INCLUDED:

ANY ITEM INDICATED ON THE DRAWINGS AS “N.I.C.” (NOT IN CONTRACT), OR OTHERWISE DESIGNATED TO BE

DONE BY OTHERS IS NOT A PART OF THE CONTRACT. INSTALLATION AND/OR BACKING MAY BE REQUIRED

FOR SOME EQUIPMENT FURNISHED BY OWNER OR OWNER’S SUBCONTRACTOR. REFER TO DRAWINGS FOR

SPECIFIC REQUIREMENTS.

G4. CONTRACT DOCUMENTS AT SITE:

THE CONTRACTOR SHALL MAINTAIN CURRENT PERMIT DRAWINGS; SHOP DRAWINGS; REVISED DRAWINGS;

AND CLARIFICATION DRAWINGS, ADDENDA; CHANGE ORDERS; BULLETINS; INSPECTIONS; TEST

CERTIFICATIONS AND RECORDS; PRODUCT SUBMITTAL DATA AND SAMPLES. FIELD OFFICE SHALL CONTAIN A

CURRENT COPY OF ALL GOVERNING BUILDING CODE(S). MAKE DOCUMENTS AVAILABLE AT ALL TIMES FOR

ARCHITECT’S REVIEW. ALL DRAWINGS MUST BE CLEARLY MARKED AS TO THE FINAL APPROVED DRAWINGS.

G5. RECORD DRAWINGS:

THE MAINTAIN ACCURATELY DIMENSIONED RECORDS OF ALL UNDERGROUND LINES, SERVICES, AND UTILITIES, AS WELL AS ANY DISCREPANCIES OR REQUIRED CHANGES IN THE CONTRACT DOCUMENTS. AT THE END OF

THE PROJECT, FORWARD TO ARCHITECT FOR FUTURE RECORDS. ONE (1) CD OF COMPLETE RECORD

DRAWINGS TO OWNER IN PDF FORMAT AFTER COMPLETING FINAL PUNCH LIST.

G6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES; DO NOT SCALE DRAWINGS TO DETERMINE ANY

LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING WITH WORK.

G7. FIELD CONFIRMATION OF DISCREPANCIES SHALL BE RECORDED ON REPRODUCIBLE DOCUMENT AND

IMMEDIATELY TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY

RESOLUTION PRIOR TO CONTINUING WITH WORK.

G8. FIELD MEASUREMENTS:

VERIFY FIELD MEASUREMENTS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS. ANY NECESSARY

ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE MADE IN CONSULTATION WITH THE

ARCHITECT.

G9. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE BUILDING CODES, THE

AMERICANS WITH DISABILITIES ACT, AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES.

G10. REFERENCE STANDARDS:

COMPLY WITH ASSOCIATION, TRADE, FEDERAL, COMMERCIAL, ASTM, AND OTHER SIMILAR STANDARDS

REFERENCED WITHIN INDIVIDUAL SECTIONS, EXCEPT WHERE MORE EXPLICIT OR STRINGENT REQUIREMENTS

ARE INDICATED, OR REQUIRED BY APPLICABLE CODES. REFERENCE STANDARDS HAVE SAME FORCE AND

EFFECT AS IF BOUND INTO CONTRACT DOCUMENTS. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICT

WITH CONTACT DOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING.

CONTRACTOR

C1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING SITE CONDITIONS, UTILITIES, CONNECTIONS, LOCATIONS, ETC, AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

C2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN

OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR

OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH

EXECUTION OF WORK.

C3. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS, UTILITY LOCATIONS, AND UTILITY SIZES.

C4. THE CONTRACTOR SHALL BE REQUIRED TO MEET ALL NATIONAL, STATE AND LOCAL, AND RELATED CODES FOR

STANDARD CONSTRUCTION PRACTICES.

C5. INSTALLATION STANDARDS:

ALL MANUFACTURED MATERIALS AND PRODUCTS SHALL BE APPLIED, INSTALLED, CONNECTED, CLEANED AND

CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTRUCTIONS. ALL REFERENCES TO

STANDARDS OR TO MANUFACTURER’S SPECIFICATIONS SHALL BE TO THE LATEST EDITIONS OR LATEST

AMENDMENTS.

C6. HOURS OF WORK:

ALL DEMOLITION, GRADING, AND CONSTRUCTION WORK SHALL BE LIMITED TO THE FOLLOWING HOURS:

MONDAY THROUGH SATURDAY 7:00 AM TO 7:00 PM, OR AS REQUIRED BY THE HERRIMAN

PLANNING AND ZONING. NO ACTIVITIES ON SUNDAY. AFTER-HOURS WORK WILL NOT BE PERMITTED

WITHOUT PRIOR WRITTEN APPROVAL FROM THE PERSONS/AGENCIES THAT HAVE JURISDICTION.

C7. TESTING AGENCIES:

THE CONTRACTOR SHALL PROVIDE AND PAY FOR INSPECTIONS, TESTS, AND OTHER SERVICES SPECIFIED.

REFER TO INDIVIDUAL SELECTIONS FOR ADDITIONAL REQUIREMENTS. EMPLOYMENT OF TESTING

LABORATORY SHALL IN NO WAY RELIVE CONTRACTOR OF OBLIGATION TO PERFORM WORK IN

ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

C8. PROJECT LOG:

MAINTAIN DAILY LOG CONTAINING ALL INFORMATION REGARDING CONSTRUCTION OPERATIONS AND

OTHER OCCURRENCES PERTAINING TO THE PROJECT. MAKE LOG AVAILABLE FOR ARCHITECT’S REVIEW.

C9. WORK PROGRESS SCHEDULE:

MAINTAIN AN UPDATED WORK PROGRESS SCHEDULE POSTED IN A VISIBLE PLACE LOCATED IN FIELD OFFICE.

UPDATE SCHEDULE DAILY TO REFLECT WORK PROGRESS.

C10. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER AND SECURED BY THE GENERAL

CONTRACTOR. ALL OTHER REQUIRED PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR

SUBCONTRACTOR DIRECTLY RESPONSIBLE.

C11. CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF LOCAL HEALTH DEPARTMENT AND THE

TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY.

C12. ADDITIONAL REQUIRED CITY AND COUNTY LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL

TRADES.

C13. ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S COMPENSATION OF FILE WITH THE

APPROPRIATE AGENCIES.

C14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND

WORKERS AT ALL TIMES.

C15. CONTRACTOR’S FIELD OFFICE:

PROVIDE AND MAINTAIN A FIELD OFFICE ON THE PREMISES WHERE DIRECTED. OFFICE SHALL BE OF NEAT, SUBSTANTIAL CONSTRUCTION. PROVIDE HANGING PLAN FILES AND MAINTAIN WITH ALL CURRENT

DRAWINGS.

a. STORAGE STRUCTURE:

PROVIDE AND MAINTAIN, WHERE DIRECTED, A WATERTIGHT STORAGE STRUCTURE FOR ALL

MATERIALS WHICH MIGHT BE DAMAGED BY WEATHER, INCLUDING STORAGE FACILITIES FOR

CONCRETE TEST SAMPLES, OR OTHER MATERIAL SAMPLES REQUIRED FOR WORK.

b. COSTS:

PAY COSTS FOR A LOCAL BUSINESS TELEPHONE FOR USE BY CONTRACTOR, OWNER AND

ARCHITECT THROUGHOUT CONTRACT PERIOD.

c. COMMUNICATION EQUIPMENT:

PROVIDE A TELEPHONE ON SITE. ASSIGN A RESPONSIBLE PERSON TO ANSWER ALL TELEPHONE CALLS

IN EVENT THE SUPERINTENDENT IS ABSENT FROM THE PREMISES. PROVIDE APPROVED MEANS TO

ESTABLISH URGENT COMMUNICATIONS (CELLULAR TELEPHONE OR PAGER).

C16. TEMPORARY FACILITIES:

PROVIDE TEMPORARY FACILITIES AND CONNECTIONS AS REQUIRED FOR THE PROPER COMPLETION OF THE

PROJECT. PROVIDE AND MAINTAIN TEMPORARY UTILITY SERVICES. PROVIDE SUITABLE WASTE DISPOSAL UNITS

AND EMPTY REGULARLY. DO NOT PERMIT ACCUMULATION OF TRASH AND WASTE MATERIALS. PROVIDE

TEMPORARY SANITARY FACILITIES AS REQUIRED.

C17. STORAGE AND PROTECTION:

STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS WITH LABELS

INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHERTIGHT, CLIMATE CONTROLLED ENCLOSURES.

PROVIDE OFFSITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON SITE STORAGE.

C18. FIELD QUALITY CONTROL:

EMPLOY ONLY EXPERIENCED INSTALLERS AND FURNISH EVIDENCE OF EXPERIENCE IF REQUESTED. USE OF ANY

SUBCONTRACTOR OR INSTALLER IS SUBJECT TO OWNER’S APPROVAL. EMPLOY FULL-TIME, COMPETENT

SUPERINTENDENT AS WELL AS NECESSARY ASSISTANTS. SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR

AND ALL COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE

CONTRACTOR.

S4. SOURCE QUALITY CONTROL:

PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN

SIMILAR SERVICE FOR THREE YEARS, UNLESS MORE STRINGENT CRITERIA ARE SPECIFIED IN INDIVIDUAL

SECTIONS. USE OF ANY SUPPLIER IS SUBJECT TO OWNER’S APPROVAL.

C19. PRODUCT HANDLING:

TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. DELIVER

PRODUCTS IN UNDAMAGED CONDITION, IN MANUFACTURER’S ORIGINAL UNOPENED CONTAINER’S OR

PACKING, WITH IDENTIFYING LABELS INTACT AND LEGIBLE. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT

PRODUCTS COMPLY WITH REQUIREMENTS OF CONTRACT DOCUMENTS, QUANTITIES ARE CORRECT, AND

PRODUCTS ARE UNDAMAGED.

C20. COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS:

HANDLE, INSTALL, ERECT, CONNECT, CONDITION, USE, ADJUST, AND CLEAN PRODUCTS IN STRICT

ACCORDANCE WITH MANUFACTURER’S INSTRUCTION AND IN CONFORMITY WITH SPECIFIED REQUIREMENTS, INCLUDING EACH STEP IN SEQUENCE. DO NOT OMIT PREPARATORY STEPS OR INSTALLATION PROCEDURES

UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY CONTRACT DOCUMENTS. SHOULD JOB CONDITIONS OR

SPECIFIED REQUIREMENTS CONFLICT WITH MANUFACTURER’S INSTRUCTIONS, REQUEST CLARIFICATION IN

WRITING FROM ARCHITECT BEFORE PROCEEDING. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT

CONSTRUCTION AND WITH PROPER APPEARANCE.

C21. MANUFACTURER'S FIELD SERVICES:

WHEN SPECIFIED IN INDIVIDUAL SECTIONS, REQUIRE MATERIAL OR PRODUCT SUPPLIERS OR MANUFACTURERS

TO PROVIDE QUALIFIED STAFF PERSONNEL TO OBSERVE SITE CONDITIONS, CONDITIONS OF SURFACES, QUALITY OF WORKMANSHIP, AND CONDITIONS OF INSTALLATION AS APPLICABLE AND TO INITIATE

ADDITIONAL INSTRUCTIONS WHEN NECESSARY.

S5. SUBSTITUTIONS:

PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT, AND METHODS WILL ONLY BE CONSIDERED WHEN

ACCOMPANIED BY FULL AND COMPLETE TECHNICAL DATA AS WELL AS ANY OTHER INFORMATION REQUIRED

TO EVALUATE THE PROPOSED SUBSTITUTION. SUBSTITUTIONS ARE UNACCEPTABLE UNLESS SPECIFICALLY

APPROVED BY THE ARCHITECT. IN THE EVENT OF SUBSTITUTION PROPOSALS AFTER THE CONTRACT HAS BEEN

AWARDED, ALL SUCH PROPOSALS SHALL BE ACCOMPANIED BY SUBSTANTIAL COST SAVINGS FOR THE OWNER.

S6. AVAILABILITY OF PRODUCTS:

VERIFY PRIOR TO CONSTRUCTION START THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR

INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IN THE EVENT SPECIFIED ITEM OR

ITEMS WILL NOT BE SO AVAILABLE, NOTIFY THE ARCHITECT PRIOR TO START OF CONSTRUCTION. COST OF

DELAYS BECAUSE OF NON-AVAILABILITY OF SPECIFIED ITEMS OR SUBSTITUTED ITEMS, WHEN THE

CONTRACTOR COULD HAVE AVOIDED SUCH DELAYS, WILL BE BORNE BY THE CONTRACTOR.

S7. PRODUCTS AND MATERIALS:

PROVIDE PRODUCTS AND MATERIALS SPECIFIED. REQUEST ARCHITECTS SELECTION OF COLORS AND

ACCESSORIES IN SUFFICIENT TIME TO AVOID DELAYING PROGRESS OF THE WORK.

C22. CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND MATERIALS - INCLUDING THOSE

FURNISHED BY SUBCONTRACTORS.

C23. NON-CONFORMING WORK:

REMOVE AND REPLACE WORK THAT DOES NOT CONFORM TO THE CONTRACT DOCUMENTS AT NO

ADDITIONAL EXPENSE TO THE OWNER.

C24. PRODUCT IDENTIFICATIONS:

NAMEPLATES, TRADEMARKS, LOGOS, AND OTHER IDENTIFYING MARKS ON PRODUCTS ARE NOT PERMITTED ON

SURFACES EXPOSED TO VIEW IN PUBLIC AREAS, INTERIOR OR EXTERIOR. PLUMBING, MECHANICAL, AND

ELECTRICAL EQUIPMENT NOT EXPOSED TO PUBLIC VIEW ARE EXECUTED FROM FOREGOING LIMITATION.

REQUIRED UL OR FM LABELS ARE ALSO EXCLUDED.

C25. PROTECTION OF ADJACENT WORK:

PROVIDE TEMPORARY PROTECTION FOR ADJACENT AREAS TO PREVENT DAMAGE BY INSTALLATION OF NEW

WORK OR DEMOLITION OF EXISTING CONSTRUCTION. PROMPTLY REPAIR ANY DAMAGE AT NO ADDITIONAL

COST TO THE OWNER. PROTECT ADJACENT AREAS FROM CONTAMINATION BY CONSTRUCTION DUST AND

DEBRIS. PROVIDE TEMPORARY BARRICADES AS NECESSARY TO ENSURE PROTECTION OF THE PUBLIC. MAINTAIN

EGRESS WITHIN AND AROUND CONSTRUCTION AREAS.

C26. DAMAGED PRODUCTS:

DO NOT USE PRODUCTS IN WORK, WHICH HAVE DETERIORATED, BECOME DAMAGED, OR ARE OTHERWISE

UNFIT FOR USE. RESTORE UNITS DAMAGED DURING INSTALLATION. REPLACE UNITS, WHICH CANNOT BE

RESTORED AT NO ADDITIONAL EXPENSE TO THE OWNER.

C27. SECURITY:

PROVIDE FACILITIES TO PROTECT WORK FROM UNAUTHORIZED ENTRY, VANDALISM, AND THEFT. CONDUCT

OPERATIONS IN MANNER TO AVOID RISK OF LOSS, THEFT, OR DAMAGE BY VANDALISM.

C28. TEMPORARY CONTROLS:

a. HEAT:

PRIOR TO ENCLOSURE, PROVIDE HEATING AS NECESSARY TO PROTECT MATERIALS, PRODUCTS, AND

FINISHES FROM DAMAGE DUE TO TEMPERATURE OR HUMIDITY. ENCLOSURE IS DEFINED AS STATE OF

CONSTRUCTION WHEN EXTERIOR WALLS ARE ERECTED, DOORS AND WINDOWS ARE INSTALLED AND

GLAZED, ROOF DECK AND ROOFING ARE COMPLETE, AND WHEN OTHER OPENINGS IN EXTERIOR

ENVELOPE ARE EQUIPPED WITH TEMPORARY CLOSURES. EXCEPT WHERE INDICATED OTHERWISE IN

INDIVIDUAL SPECIFICATION SECTIONS, MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F. IN

AREAS WHERE CONSTRUCTION IS IN PROGRESS.

b. VENTILATION:

VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT

ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES.

c. BARRIERS AND CLOSURES:

PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS AND TO PROTECT

EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS.

d. FIRE PROTECTION:

COMPLY WITH LOCAL FIRE PROTECTION CODE AND GOVERNING AUTHORITIES. PROVIDE AND MAINTAIN

ADEQUATE FIRE PROTECTION INCLUDING, WITHOUT LIMITATION, FIRE EXTINGUISHERS AND OTHER

APPROPRIATE EQUIPMENT FOR FIRE EXTINGUISHING READY FOR IMMEDIATE USE. MAINTAIN ANY

REQUIRED FIRE ALARM SYSTEMS IN OPERATION DURING CONSTRUCTION. DISTRIBUTE EQUIPMENT

AROUND SITE AND PARTICULARLY IN IMMEDIATE VICINITY OF PERFORMANCE OF WELDING OR SIMILAR

HAZARDOUS WORK.

C29. INTERRUPTION OF SERVICES:

INTERRUPTIONS TO ANY SERVICE FOR THE PURPOSE OF MAKING OR BREAKING A CONNECTION SHALL BE

MADE ONLY AFTER CONSULTATION WITH THE OWNER AND SHALL BE AT SUCH TIME AND OF SUCH DURATION

AS MAY BE DIRECTED.

C30. EXCAVATIONS OR TRENCHING:

KEEP THE INTERVALS BETWEEN EXCAVATION OR TRENCHING, INSTALLATION OF CONDUIT OR PIPING, AND

BACK FILLING OPERATIONS TO AN ABSOLUTE MINIMUM. PROVIDE SUITABLE TEMPORARY COVERS FOR

EXCAVATIONS OR TRENCHING CROSSING ROADWAYS, WALKS, OR OTHER TRAFFIC WAYS AS REQUIRED BY

GOVERNING AGENCIES.

C31. CUTTING AND PATCHING:

DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS

INTENDED, DECREASE FIRE PERFORMANCE, DECREASE ACOUSTICAL PERFORMANCE, DECREASE ENERGY

PERFORMANCE, DECREASE OPERATIONAL LIFE, OR DECREASE SAFETY FACTORS. DO NOT REMOVE OR ALTER

STRUCTURAL COMPONENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. CUT WITH TOOLS

APPROPRIATE FOR MATERIALS TO BE CUT. PATCH WITH MATERIALS AND METHODS TO PRODUCE PATCH THAT IS

NOT VISIBLE FROM A DISTANCE OF THREE FEET.

C32. COORDINATION AND CLEARANCES:

VERIFY AND COORDINATE CLEARANCES, DIMENSIONS, AND INSTALLATION OF ADJOINING CONSTRUCTION, EQUIPMENT, PIPING, DUCTS, CONDUITS, OR OTHER MECHANICAL OR ELECTRICAL ITEMS OR APPARATUS. VERIFY

DIMENSIONS FOR PRODUCTS TO BE FITTED INTO WORK.

a. ATTACHMENTS AND CONNECTIONS:

PROVIDE ATTACHMENT AND CONNECTION DEVICES METHODS FOR SECURING AND ANCHORING

WORK. SECURE IN PLACE WITH DEVICES DESIGNATED AND SIZED TO WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, OR DISFIGUREMENT.

b. EXPANSION AND MOVEMENT:

ALLOW FOR EXPANSION OF MATERIALS AND BUILDING MOVEMENT.

c. ISOLATION OF DISSIMILAR ITEMS:

ISOLATE EACH UNIT OF WORK FROM INCOMPATIBLE WORK AS NECESSARY TO PREVENT DETERIORATION

AND ELECTROLYTIC ACTION.

d. MAINTENANCE:

CLEAN AND PERFORM MAINTENANCE ON INSTALLED WORK AS FREQUENTLY AS NECESSARY THROUGH

REMAINDER OF CONSTRUCTION PERIOD. LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITY

WITHOUT DAMAGING EFFECTS.

e. ADJUSTMENTS:

ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION.

C33. EXAMINATION OF CONDITIONS:

EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. DO NOT COMMENCE

WORK OVER UNSATISFACTORY CONDITIONS DETRIMENTAL TO PROPER AND TIMELY EXECUTION OF WORK. DO

NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT

OF INSTALLATION CONSTITUTES ACCEPTANCE OF CONDITIONS AND COSTS OF ANY CORRECTIVE MEASURES

ARE RESPONSIBILITY OF CONTRACTOR.

C34. CONTRACTOR SHALL PROVIDE BACKING SUPPORT OF ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS

SUCH AS TABLE BRACKETS, LIGHT FIXTURES, ARTIFACTS, SHELVING, EQUIPMENT, AND TELEVISIONS.

COORDINATE LOCATIONS AND REQUIREMENTS WITH THE PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS.

C35. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS AS OUTLINED IN ALL LOCAL BUILDING

CODES AND ORDINANCES.

C36. GLASS AND GLAZING FOR ALL WINDOWS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. IN

ADDITION ALL WINDOWS MUST MEET THE "AAMA" WINDOW STANDARDS FOR INSTALLATION. THE

CONTRACTOR SHALL OBTAIN, AND SHALL FOLLOW ALL REQUIREMENTS OF THE "AAMA" STANDARDS IN

ADDITION TO THE MANUFACTURER SPECIFICATIONS AND ARCHITECTURAL DETAILS INCLUDED WITHIN THE

DRAWINGS.

C37. ROOFING WORK SHALL BE PERFORMED AND ALL PENETRATIONS THROUGH THE ROOFING MEMBRANE SHALL BE

PATCHED OR FLASHED AS PER THE MANUFACTURER'S STANDARDS.

C38. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNAE, SOLAR PANELS, AND GUY WIRES SHALL NOT BE LOCATED

OR INSTALLED IN SUCH A WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE.

C44. DISPOSAL OF TRASH AND EXCESS EXCAVATION:

DISPOSE OF TRASH, AND DEBRIS AT DESIGNATED AREAS OFF THE PREMISES AT NO ADDITIONAL COST TO THE

OWNER. BURNING OF TRASH AND DEBRIS ON THE PREMISES IS PROHIBITED. COORDINATE TRASH REMOVAL

WITH LANDLORD WHERE APPLICABLE.

C45. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WORK TO AVOID CONFLICTS BETWEEN TRADES. THE

CONTRACTOR SHALL PERFORM ALL WORK TO PROVIDE COMPLETE FUNCTIONING SYSTEMS IN ACCORDANCE

WITH THE INTENT INDICATED ON THE PLANS. THE CONTRACTOR SHALL CONFIRM AND PROVIDE ALL ITEMS

WHETHER SPECIFIED ON THE DRAWING OR SPECIFICATION OR NOT TO COMPLETE AND PROVIDE A FULL

OPERATIONAL SYSTEM. ALL SYSTEMS SHALL BE FULLY COORDINATED AND INSTALLED AS PER THE INTENT

ON THE DRAWINGS. ANY AND ALL CHANGES MADE IN THE FIELD SHALL BE VERIFIED AND CONFIRMED WITH

THE ARCHITECT AND DESIGN TEAM PRIOR INSTALLATION TO BEGIN. FAILURE TO CONFIRM CHANGES OR

THOSE ITEMS NEEDED FOR THE COMPLETED SYSTEM SHALL BE THE COST TO THE CONTRACTOR AND SHALL NOT

BE CONSIDERED AS A CHANGE ORDER TO THE OWNER.

C46. CLEANING MATERIALS AND EQUIPMENT:

PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS NEEDED TO MAINTAIN THE SPECIFIED

STANDARD OF CLEANLINESS. USE ONLY THE CLEANING MATERIALS AND EQUIPMENT WHICH ARE COMPATIBLE

WITH THE SURFACE BEING CLEANED, AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL.

TOLERANCES

T1. TOLERANCES:

INSTALL WORK TRUE TO LINE, PLUMB, AND LEVEL. EXCEPT WHERE SPECIFIED OTHERWISE, WORK EXECUTED WITHIN

THE FOLLOWING TOLERANCE WILL BE ACCEPTABLE.

a. TRUE TO LINE:

ALLOWED DEVIATION FROM AN ABSOLUTELY STRAIGHT LINE OF SIGHT WITHIN PLUS OR MINUS 1/8 INCH

IN 10 FT. AND WITHIN PLUS OR MINUS ¼ INCH FOR ENTIRE LENGTH OF A PARTICULAR ELEMENT OF

CONSTRUCTION OVER 20’-0” IN LENGTH.

b. PLUMB:

ALLOWED DEVIATIONS FROM AN ABSOLUTELY VERTICAL PLANE OF PLUS OR MINUS 1/8 INCH IN 10 FT.

AND WITHIN PLUS OR MINUS ¼ INCH FOR ENTIRE LENGTH OF A PARTICULAR ELEMENT OF CONSTRUCTION

OVER 20’-0” IN LENGTH.

c. LEVEL:

ALLOWED DEVIATIONS FROM AN ABSOLUTELY HORIZONTAL PLANE OF PLUS OR MINUS 1/8 INCH IN 10 FT.

AND WITHIN PLUS OR MINUS ¼ INCH FOR ENTIRE LENGTH OF A PARTICULAR ELEMENT OF CONSTRUCTION

OVER 20’-0” IN LENGTH.

d. ALLOWED DEVIATIONS FROM AN ABSOLUTELY FLAT IF WITHIN PLUS OR MINUS 1/16 INCH IN ONE SQUARE

FOOT, WITHIN PLUS OR MINUS 1/8 INCH IN AN AREA 10 FEET BY 10 FEET, AND WITHIN PLUS OR MINUS ¼

INCH FOR ENTIRE AREA OF A PARTICULAR ELEMENT OF CONSTRUCTION OVER 20’-0” IN LENGTH.

T2. REFER TO SPECIFICATIONS FOR ADDITIONAL TOLERANCE REQUIREMENTS.

a. SUBSTANTIAL COMPLETION:

AT SUBSTANTIAL COMPLETION OF THE PROJECT, SCHEDULE AND ATTEND A PUNCH LIST WALK

THROUGH OF REMAINING WORK FOR REVIEW WITH THE ARCHITECT AND OWNER. COMPLETE ALL

DEFECTS AND OMISSIONS NOTED IN THE FINAL PUNCHLIST PROMPTLY, IN THE TIME PERIOD

AGREED UPON WITH THE OWNER, AT NO ADDITIONAL EXPENSE TO THE OWNER.

PROJECT CONTRACT CLOSEOUT:

b. CERTIFICATE OF OCCUPANCY:

PROVIDE THE FINAL CERTIFICATE OF OCCUPANCY FROM THE BUILDING DEPARTMENT.

c. PERMITS/INSPECTION CARDS:

FURNISH COPIES OF PERMITS AND SIGNED INSPECTION CARDS FOR EACH OF THE FOLLOWING

AGENCIES: BUILDING DEPARTMENT; PLUMBING/MECHANICAL DEPARTMENT; ELECTRICAL

DEPARTMENT; FIRE DEPARTMENT; HEALTH DEPARTMENT; OTHERS AS REQUIRED.

d. FURNISH COPIES OF PERMITS AND SIGNED INSPECTION CARDS FOR EACH OF THE FOLLOWING

AGENCIES: BUILDING DEPARTMENT; PLUMBING/MECHANICAL DEPARTMENT; ELECTRICAL

DEPARTMENT; FIRE DEPARTMENT; HEALTH DEPARTMENT; OTHERS AS REQUIRED.

e. MAINTENANCE MANUALS AND WARRANTIES:

FURNISH (2) COPIES FOR EACH UNIT OF ALL MANUALS, MAINTENANCE INSTRUCTIONS,

CONTRACTORS AND MANUFACTURER’S PRINTED WARRANTIES, AND INSTRUCTIONS FOR

OPERATION OF ALL EQUIPMENT SPECIFIED HEREIN OR SHOWN ON DRAWINGS, TRAIN OWNER’S

PERSONNEL IN USE OF BUILDING SYSTEMS.

f. TOUCH-UP MATERIAL:

FURNISH OWNER WITH ONE GALLON OF EACH PAINT AND STAIN USED PER UNIT. PROVIDE AN

ADDITIONAL 2 PERCENT OF QUANTITY INSTALLED OF ALL FINISH MATERIAL INCLUDING CEILING

PANELS, TILE, AND SHEET GOODS.

g. SUBCONTRACTORS:

PROVIDE THE OWNER THE NAMES, ADDRESSES, AND PHONE NUMBERS OF ALL SUBCONTRACTORS,

FINAL UNCONDITIONAL LIEN RELEASES, AND WARRANTIES FROM EACH.

h. FINAL CLEANING AND REPAIRS:

REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL CLEANING AND TOUCH-UP. RESTORE

PORTIONS OF BUILDING, SITE IMPROVEMENTS, LANDSCAPING AND OTHER ITEMS DAMAGED BY

CONSTRUCTION OPERATIONS TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL

EXPENSE TO THE OWNER.

i. CLOSEOUT DOCUMENTS:

PROVIDE THE OWNER WITH A COMPACT DISK OF ALL RECORD DRAWINGS IN PDF FORMAT, COPY

OF ALL SHOP DRAWINGS AND PRODUCT SUBMITTALS, SERVICE CONTRACTS, HVAC AIR BALANCE

REPORT, AND WASTELINE VIDEO INSPECTION REPORT.

SUBMITTALS/SUBSTITUTIONS

S1. CONTRACTOR SHALL PROVIDE COMPLETE LIST OF SUBMITTALS TO ARCHITECT/OWNER WITHIN 1 WEEK OF

OBTAINING BUILDING PERMIT.

S2. ALL SUBMITTALS SHALL BE COMPLETE AND SUBMITTED WITHIN FIRST 90 DAYS OF WORK.

S3. ALL ITEMS NOTED AS DESIGNED "BY MANUFACTURED" IS A DEFERRED DESIGN AND SHALL BE RESPONSIBILITY OF

THE CONTRACTOR TO COORDINATE WITH MANUFACTURER FOR FINAL DESIGN AND SUBMIT FINAL DESIGN

FOR APPROVAL. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL FIELD DIMENSIONS.

C47. CAULKING

THE CONTRACTOR SHALL PROVIDE CAULKING AT ALL LOCATIONS OF DIS-SIMILAR MATERIAL BOTH AT

INTERIOR AND EXTERIOR CONDITIONS. CAULKING AT WEATHER CONDITIONS SHALL BE SILICONE BASE

CAULKING. ALL JOINTS SHALL BE PREPARED TO RECEIVE CAULKING AND SHALL HAVE BACKER RODS AS

REQUIRED.

C39. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD CLASSIFICATIONS DICTATED BY ALL

APPLICABLE BUILDING CODES.

C40. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO ALL LOCAL GOVERNING BUILDING

CODES AND ORDINANCES.

C41. PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR MEMBER THICKNESS SHALL NOT BE PLACED

IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND OTHER ACCESSORIES.

C42. VERIFY FIRE EXTINGUISHER REQUIREMENTS AND LOCATIONS WITH FIRE MARSHAL AND OWNER'S REPRESENTATIVE

PRIOR TO THE FINAL INSTALLATION. FAILURE TO OBTAIN PRELIMINARY APPROVALS WITH LOCAL FIRE

MARSHALL, AND FIRE EXTINGUISHERS ARE REQUIRED TO BE MOVE UPON FINAL INSPECTION, CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COST TO MOVE TO THE DIRECT COSTS.

N/A N/A

LOCATION TYPE THICKNESS "R" VALUE REMARKS

1. SLAB ON GRADE RIGID INSULATION 2" TOTAL THICKNESS R-10 MINIMUM 2" RIGID FOAM INSULATION INSTALLED HORIZONTALLY 4'-0" WIDE DIRECTLY BELOW SLAB AT

PERIMETER - OWENS CORNING FORMULAR 25 PSI.

2. PERIMETER FOUNDATION RIGID INSULATION 2" TOTAL THICKNESS R-10 MINIMUM EXTERIOR, BURIED - PERIMETER - OWENS CORNING FORMULAR 250 INSULATION SHALL BE CONT.

FROM TOP OF FOOTING TO UNDERSIDE OF SLAB. INSULATION TO OCCUR AT PERIMETER OF

OCCUPIED/ HEATED SPACES ONLY. DO NOT PROVIDE INSULATION AT UNHEATED SPACES. REFER

TO DETAILS ON THE DRAWINGS AND THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

3. WALL - EXTERIOR WALL- MASS WALLS

PER C402.2.2.2

MASS WALL

4. ROOF TRUSSES INSULATION BATTS 10" R-30

5. DUCTWORK/PLUMBING LINES N/A SEE MECHANICAL AND PLUMBING - FOR ALL INSULATION REQUIREMENTS

NOTES:

1. COORDINATE WITH SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

2. ALL INSULATION SHALL BE TIGHT, AND NO GAPS SHALL BE LEFT.

3. ALL INSULATION AT PIPES SHALL BE INSTALLED AT COLD SIDE ONLY, NO EXCEPTIONS.

CERTAINTEED CERTA PRO ACOUSTICAL THERM UNFACED FRICTION BATTS or THERMAFIBER SAFE or OWENS CORNING - THERMAL BATT - FILL STUD CAVITY TIGHT AS PER MANUFACTURER'S

RECOMMENDATIONS. COORDINATE WITH WALL TYPES AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS

INSULATION SCHEDULE

4. WHERE INSULATION IS REQUIRED THE INSULATION SCHEDULE SHALL BE INSTALLED AS SPECIFIED.

5. CONTRACTOR SHALL CAULK ALL ELECTRICAL BOXES AT EXTERIOR WALL AND CEILINGS FOR AIR LEAKAGE.

ENERGY STRATEGY:

PRESCRIPTIVE PER IBC RESCHECK - 2021 IECC RESCHECK - UTAH 2021

PROJECT NO.

SHEET TITLE:

Pl o t D a te

Architecture Interior Design Landscape Architecture Land Planning Construction Management

7927 So. Highpoint Parkway, Suite 300

Sandy, Utah 84094

ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com

The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc.

These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice.

SHEET NUMBER:

REVISIONS:

DATE:

2026 THINK ARCHITECTURE INC.

/2

/2

:3

:2

P

M

D

ES

ER

ET

P

EA

K C

O M

PL

EX

RE

ST

RO

O M

B U

IL

D

IN

G

U T-

N

TS

V

IL

LE

, U T

APRIL 27, 2026

22-054

GENERAL NOTES

G001

-0 4-

-R

ES

TR

O O

M B

UI

LD

IN

G

B

ID

S

ET

BI

D

P A

C

KA

G E

2- A

LT

ER

N A

TE

B

ID

CODE ANALYSIS LEGEND

GENERAL NOTES

MINIMUM REQUIRED STAIR WIDTH

MINIMUM REQUIRED EXIT WIDTH

REQUIRED EXIT LIGHT LOCATIONS. SEE IBC 2015

SECTION 1011. (SHOWN ON ELECTRICAL DRAWINGS)

MAXIMUM OCCUPANT LOAD THRU EXIT

MAXIMUM OCCUPANT LOAD THRU EXIT

FIRE DEPARTMENT CONNECTION (FDC)

EXIT WIDTH PROVIDED

STAIR WIDTH PROVIDED

EXIT

166 OCC.

3'-0"R

4'-0"P

NUMBER OF OCCUPANTS IN EXIT ROUTE

STAIR

166 OCC.

4'-6"R

6'-0"P

ROOMS WITH AN OCCUPANT LOAD OF

50 OR MORE IN GROUP A OCCUPANCY SHALL HAVE

TWO EXITS AND ARE REQUIRED TO HAVE PANIC

HARDWARE (IBC 2015 SECTION 1008.1.10)

(LOCATION SHOWN BY LARGE ARROW)

ACCESSIBLE ELEMENT

NON-ACCESSIBLE ELEMENT

NON-RATED SURFACE MOUNTED FIRE EXTINGUISHER

CABINET AND FIRE EXTINGUISHER

FIRE EXTINGUISHER - 4A: 60BC

FE2

PANIC HARDWARE REQUIRED

CLASS 1 STAND-PIPE (905.3.1 - EXCEPTION #1)

ED

ONE-HOUR FIRE RATED RECESSED FIRE EXTINGUISHER

CABINET AND FIRE EXTINGUISHER

FIRE EXTINGUISHER - 2A: 10BC

FE1

1 HOUR FIRE PARTITION PER IBC 708

2 HOUR FIRE BARRIER PER IBC 707- SEE WALL TYPES

GAS LINE/ METER

ELECTRICAL LINE/ METER

G

E

BUILDING REQUIRED EXIT

KNOX BOX

A2/A3 OCCUPANCY

B OCCUPANCY- WHERE

SHOWN.

CPT

COMMON PATH OF TRAVEL AS PER IBC 1006.2.1

ROOM/AREA REQUIRED EXIT

GENERAL PATH OF EGRESS

EXIT DISCHARGE TO PUBLIC WAY - 2018 IBC 1028

BUILDING OCCUPANCIES

R OCCUPANCY

ACCESSORY

OCCUPANCIES

3 HOUR FIRE WALL- PER IBC 706. SEE WALL TYPES

SF OCC

OLF OL

ROOM/AREA SQUARE FOOTAGE

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANCY LOAD FACTOR

(n=NET SF, g=GROSS SF)

VEHICLE CIRCULATION

SOME OCCUPANCIES MAY NOT OCCUR WITHIN THE BUILDING. REFER TO THE CODE ANALYSIS PLANS FOR

OCCUPANCIES WITHIN THE BUILDING.

1 HOUR FIRE BARRIER PER IBC 707

3 HOUR FIRE BARRIER- PE IBC 707 - SEE WALL TYPES

2 HOUR FIRE WALL PER IBC 706- SEE WALL TYPES

S-2 OCCUPANCY

U OCCUPANCY

EXIT TO EGRESS STAIR - 2018 IBC 1023

EATD

SEE G002 FOR COMPLETE WRITTEN CODE ANALYSIS & REVIEW - ALL AREAS SHOWN HERE ARE REFERENCED WITHIN

CODE ANALYSIS.

1. SEE CODE ANALYSIS PLANS FOR THE LOCATION OF FIRE EXTINGUISHERS (FE-1).

2. REFER TO PARTITION AND ASSEMBLY SCHEDULE ON WALL TYPES AND FINISH PLANS.

3. PROVIDE TEMPORARY FIRE PROTECTION DURING CONSTRUCTION AS PER REQUIREMENTS OF THE

INTERNATIONAL FIRE CODE.

4. 2021 IBC SEISMIC DESIGN CATEGORY D - SEE STRUCTURAL DRAWINGS.

5. THE ROOFING ON THIS BUILDING IS REQUIRED TO HAVE A CLASS B FLAME SPREAD INDEX.

6. WALL AND CEILING FINISHES ARE REQUIRED TO HAVE A CLASS B FLAME SPREAD INDEX.

7. CONCEALED INSULATING MATERIALS MUST HAVE A FLAME-SPREAD RATING OF NO MORE THAN 25 AND

A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. SEE IBC 2021 SECTION 720.2.

8. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY EXIT SIGNS AND LIGHTS.

9. ALL EXITS ARE TO BE READILY OPERABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL

KNOWLEDGE OR EFFORT.

84 SF

LIGHTING CONTROL

Area

LIGHTING

CONTROL

PLUMBING

CHASE

RESTROOM

STORAGE48 SF

RESTROOM 407

48 SF

RESTROOM 403

48 SF

RESTROOM 404

48 SF

RESTROOM 408

33 SF

PLUMBING CHASE

84 SF

STORAGE

48 SF

RESTROOM 406

48 SF

RESTROOM 405

34 SF

PLUMBING CHASE 2

48 SF

RESTROOM 402

48 SF

RESTROOM 401

RESTROOM

U

RESTROOM

U

RESTROOM

U

RESTROOM

U

RESTROOM

U

RESTROOM

U

RESTROOM

U

RESTROOM

U

STORAGE

U

LIGHTING CONTROL

U

CPT = 26' - 10"

CPT = 8' - 8"CPT = 8' - 8"

CPT = 8' - 8"CPT = 8' - 8"

CPT = 8' - 8" CPT = 8' - 8"

CPT = 8' - 8" CPT = 8' - 8"

C

PT

4'

5"

C

PT

1'

6"

CPT = 26' - 10"

NOTE:

TOTAL GROSS SQUARE FOOTAGE OF

BUILDING IS 794.00 SQ. FT. AREAS IS

CALCULATED FROM OUTSIDE FACE OF

WALL.

BUILDING OCCUPANCY SHALL BE A

"U" OCCUPANCY AS DEFINED WITHIN

WRITTEN CODE ANALYSIS.

FIRE

EXTINGUISHER

FIRE

EXTINGUISHER

PROJECT NO.

SHEET TITLE:

Pl o t D a te

Architecture Interior Design Landscape Architecture Land Planning Construction Management

7927 So. Highpoint Parkway, Suite 300

Sandy, Utah 84094

ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com

The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc.

These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice.

SHEET NUMBER:

REVISIONS:

DATE:

2026 THINK ARCHITECTURE INC.

/2

/2

:3

:3

P

M

D

ES

ER

ET

P

EA

K C

O M

PL

EX

RE

ST

RO

O M

B U

IL

D

IN

G

U T-

N

TS

V

IL

LE

, U T

APRIL 27, 2026

22-054

LIFE SAFETY PLAN AND

AREA PLAN

G002

-0 4-

-R

ES

TR

O O

M B

UI

LD

IN

G

B

ID

S

ET

BI

D

P A

C

KA

G E

2- A

LT

ER

N A

TE

B

ID

1/4" = 1'-0" G002

AREA PLAN- NET SQ. FT. 2

1/4" = 1'-0" G002

RESTROOM BUILDING- LIFE SAFETY CODE ANAYSIS 1

EXIT

ROUTEEXIT

NOTES:

1. ALL TACTILE EXIT SIGNAGE SHALL COMPLY CBC SECTIONS 1013.4, 11B-703.2, 11B-703.2.1 THRU 2.9, AND ALL

OTHER APPLICABLE CODES.

2. SEE PLANS FOR SIGN LOCATIONS.

B

GRADE 2 BRAILLE

+4 8"

M

IN

. A .F

.F

+6 0"

M A

X.

A

.F .F

. 1 1/

6"

M

IN

M

IN

3/ 8"

3/ 8"

M

IN

CONTRASTING BACKGROUND

A

GRADE 2 BRAILLE

+4 8"

M

IN

. A .F

.F

+6 0"

M A

X.

A

.F .F

CONTRASTING BACKGROUND

1/32" RAISED CHARACTERS. 1" HIGH MIN.

CONTRASTING LETTERS

1" M

IN

M

IN

3/ 8"

M

IN

3/ 8"

1/32" RAISED CHARACTERS. 1" HIGH MIN.

CONTRASTING LETTERS

ROOM

NAME

NOTES:

1. ALL TACTILE EXIT SIGNAGE SHALL COMPLY CBC SECTIONS 1013.4,

11B-703.2, 11B-703.2.1 THRU 2.9, AND ALL OTHER APPLICABLE CODES.

2. SEE PLANS FOR SIGN LOCATIONS.

GRADE 2 BRAILLE

PROVIDE CONT. FROSTING BEHIND AT GLAZING

CONTRASTING BACKGROUND

1/32" RAISED CHARACTERS 1" HIGH MIN.

CONTRASTING LETTERS

+48" MIN.

A.F.F.

+60" MAX.

A.F.F.

TYP.

1/2"

1" M

IN

M

IN

3/ 8"

M

IN

7/

" MENWOMEN

6" M

IN

6" M

IN

" M

A X

A

BO

V E

FI

N

IS

H

FL

O

O R

TY

PI

C A

L NOTE:

1. SIGNAGE WHERE INDICATED ON PLANS & REQ'D BY CODE. SUPPLIED AND INSTALLED BY CONTRACTOR

2. SIGNAGE SHALL HAVE EASED EDGES.

3. ALL SIGNAGE SHALL COMPLY WITH CBC 11B-703.7.2.6

4. ALL SIGNAGE SHALL BE INSTALLED ON THE LATCH SIDE OF THE DOOR WITH A MINIMUM OF 18" CLEAR

FLOOR SPACE.

" M

IN

A

BO

V

E

FI

N

IS

H

FL

O

O R

TY

PI

C A

L

" T

O

0" A

BO

V

E

FI

N

IS

H

FL

O

O R

TY

PI

C A

L

UNISEX

ADA SIGN

LOCK HASP

CONCRETE

CURB

2' -1

1/

4" 3'

-0

/4

1/

2"1' -6

/4

6' -5

/2

1'-8 3/4"

2' -1

3/

4" 2'

-3

/4

1' -3

/2

HOOK

ELEVATION PLAN SECTION

ADA SIGN

LOCK HASP

CONCRETE

CURB

1' -8

1'-3"

ELEVATION

MAXIMUM

OCCUPANCY

FOR EACH

ROOM

XX

2019 CBC 1004.9 POSTING OF OCCUPANT LOAD:

EVERY ROOM OR SPACE THAT IS AN ASSEMBLY

OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF

THE ROOM OR SPACE POSTED IN A CONSPICUOUS

PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS

DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS

SHALL BE OF AN APPROVED LEGIBLE PERMANENT

DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR

AUTHORIZED AGENT.

NO TACTILE OR BRAILLE CHARACTERS REQUIRED.

6"

6"

SEE G101 FOR SIGN LOCATION AND OCCUPANCY

NUMBER

32" CLR.

18" MIN.

" M

IN

12" MIN.

TYPICAL STAIR TREAD

STRIPING TO ALERT THE VISUAL

IMPAIRED SHALL BE OF CONTRASTING

COLOR FROM STAIR TREAD.

AT INTERIOR STAIRS, PROVIDE STRIPING AT THE UPPER APPROACH AND LOWEST TREAD,

AT EXTERIOR STAIRS, PROVIDE STRIPING AT THE UPPER APPROACH AND AT ALL TREADS

STRIPING SHALL BE AS SLIP RESISTANT AS STAIR TREAD

1" M

A X.

2" M

IN

4" M

A X.

WALL WHERE OCCURS

" M

IN

.CLR. OPENING

32" MIN.

GRAB BAR

7"

9"

CENTERLINE OF

ROLL PAPER

HOLDER

WITHOUT STOPS

" M

IN

. C

LR

" M

IN

. C

LR

WALL, LAVATORY, OR

TOILET PARTITION

(WHERE OCCURS)

CONTROLS FOR

WATER CLOSETS

SHALL BE ON

THE WIDE SIDE

PLAN

60" MIN. CLEARANCE

36" GRAB BAR MIN.

6" MIN.

18" MAX.

17" MIN.

" M

A X.

" M

IN

" M

IN

" M

IN

. C

LE

A

RA

N

C E

SIDE ELEV.

54" MIN.

12" MAX. 42" MIN. GRAB BAR

1 1/2" MIN.

" M

A X.

" M

IN

1/

2" M

IN

" M

IN

24" MAX. 7" - 9"

"-1

9"

" M

IN

NO PROJECTING

OBJECTS THIS AREA

SANITARY NAPKIN DISPOSAL

BACK WALL

" M

A X.

" M

IN

1/

2" M

IN

" M

IN

1 1/2" MIN.12" MIN. 24" MIN.

36" MIN.

TOILET PAPER HOLDER

" M

IN

" M

IN

40" MIN.

SECTION @DOOR / THRESHOLD

1/2" MAX HEIGHT + 1/4" - 1/2" SLOPE =

THRESHOLD

10" KICK PLATE OR SMOOTH FULL

WIDTH OF DOOR

PUSH SIDE

HARDWARE

OPERABLE WITHOUT GRASPING

- MAX. EFFORT FOR EXTERIOR DOORS 5 LBS

- MAX. EFFORT FOR INTERIOR DOORS 5 LBS

- REQ'D FIRE DOOR MAX EFFORT 15 LBS

" M

IN

4"

H A

RD

W

A

RE

H

EI

G H

T

DOOR CLEARANCES

12".

4"

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS EQUIPPED

W/ LATCH & CLOSER

32" MIN. CLEAR

PULL SIDE

24" MIN. CLEAR @EXTERIOR

18" MIN. CLEAR @INTERIOR

" M

IN

. P

U

LL

S

ID

E

LE

V

EL

A

RE

A

M A

X.

S

LO

PE

:4

" M

IN

. P

U

SH

S

ID

E

(N O

L A

TC

H

-C

LO

SE

R)

" M

IN

. P

U

SH

S

ID

E

PLAN

60" MIN.

36" GRAB BAR MIN.

6" MIN. 18" MIN.

CONTROLS FOR WATER CLOSETS

SHALL BE ON THE WIDE SIDE

18" MAX.

17" MIN.

CLR. OPENING

32" MIN.FRONT APPROACH

18" MIN.

APPROACH

36" MIN. HINGE

" M

IN

. C

LR

60" MIN. DIA. CLR.

" M

IN

7"

9"

CENTERLINE OF ROLL

PAPER HOLDER WITHOUT

STOPS

GRAB BAR

" M

IN

" M

A X.

" M

IN

" M

IN

. C

LE

A

RA

N

C E

KID’S

CLUB

.0

0°

DOOR

ROOM IDENTIFICATION SIGN

WITH BRAILLE, SEE , ,

& CBC 11B-703.4 FOR CRITERIA, DIMENSIONS,

& MOUNTING HEIGHTS.

NOTE: SEE PLANS FOR SIGN LOCATION W/ DIFFERING CONDITIONS

CLEAR SPACE

18" MIN.

CENTER CLEAR SPACE ON

CENTER OF TACTILE CHARACTERS

C

LE

A R

SP

A

C E

" M

IN

PLAN

36" CLR.

42" GRAB BARS

19" MAX.

17" MIN.

" M

IN

" M

IN

TOILET PARTITION

SELF CLOSING

DOOR

SIDE ELEVATION

TOILET

PARTITION

" M

IN

6"

M A

X. 24" MAX. 7" - 9"

9" 1

1/ 2"

M

IN

" M

IN

NO PROJECTING

OBJECTS THIS AREA

12" MAX. 42" MIN. GRAB BAR

TOILET

PAPER

HOLDER

SIDE ELEVATION

PLAN

1'-5" MIN.

MIRROR

LAVATORY

INSULATE WATER

AND DRAIN PIPES

2' -5

" C

LE

A R

2' -1

0" M

A X.

T .O

. L A

V

IT

O

RY

(KNEE CLEARANCE)

8" MIN

(TOE CLEARANCE)

6" MAX.

3' -4

M

A X.

) B .O

. M

IR

RO

R

LAVATORY

LINE OF FIRST OBSTRUCTION

BELOW AT 27" A.F.F.

19" MAX.

48" MIN.

CLEAR

FLOOR

SPACE

" M

IN

ADJACENT WALL

17" MIN.

1' -6

" M

IN

CENTERLINE

APRON WHERE OCCURS

ELEVATION ELEVATION

SCHEDULED BASE1'-4" 1'-4"

M A

X

" T

O S

PO

U

T

SE

E

EL

EV

A

TI

O N

S

FO

R H

EI

G

H T

M A

X

" T

O S

PO

U

T

VARIES SEE PLAN1'-4"

32" MIN.

M A

X

" T

O S

PO

U

T

SE

E

EL

EV

A

TI

O N

S

FO

R H

EI

G

H T

WALL TILE (WT-9)

ON 3 SIDES. SEE

ELEVATIONS

PLAN

32" MIN.

4' -0

4' -0

"2' -6

" M A

X

1' -6

" M

IN

1'-4" 1'-4"

2'-8"

2' -6

" M A

X

1' -6

" M

IN

VARIES1'-4" SEE PLAN

E.W.C.

E.W.C.

PLAN

LEG CLEARANCE

" M

IN

M

IN

9" 36 " M

A X.

KNEE CLEARANCE

8" MIN.

6" MAX TOE CLEARANCE

17" MIN. DEPTH

5" MAX 1'-3" MIN

THERMOSTAT

FIRE ALARM PULL BOX

" M

A X

SWITCH

" M

IN

" M

A X.

RECEPTACLE OUTLET

U .N

.O

" M

IN

DOOR

THRESHOLD

1/ 4"

M A

X.

1/ 2"

M A

X.

FINISH FLOOR

LEVEL

THRESHOLD

COMPRESSED CARPET

1/4" MAX. BELOW

THRESHOLD

4"

" M

IN

8" MIN.

11" MIN.

MAX.

6"

9" M

IN

TOE & KNEE CLEARANCE PER

CBC 11B-306.2 & 11B-306.3

17" - 25" DINING/WORK SURFACE HEIGHT

PER CBC 11B-902.3

DISPLAY CONDITIONS

RAISED SYMBOL

ELEVATION - POOL ONLY PLAN ELEVATION

2'-3" MAX.

5'-0" MIN. CLEAR

VARIES - SEE PLAN

TA-4

GRAB BAR

SLOPE FLOOR

1:48 MAX.

2' -6

" M

IN

. C

LE

A R

V A

RI

ES

SE

E

PL

A N

TA-14

SOAP DISP.

MAX. THRESHOLD

1/2" MAX.

FOLDING SEAT

TA-6

6" MAX.

6" M

A X.

SH-3

SHOWER

HEAD

6' -6

/8

GRAB BAR

TA-14

SOAP DISP.

TA-4

TA-6

FOLDING SEAT

SEE

MOUNT PER MFR.

RECOMMENDATIONS

4' -0

3/

8"

T O

D

IV

ER

TE

R

3' -4

" T O

D

IS

PE

N

SE

R

1' -6

2'-3" MAX.

19"-27"

1'-0"

C

LG

. H

EI

G H

T

PE

R

PL

A N

2' -9

" T

O

1" T

O V

A

LV

E

3' -1

9/

8" T

O H

EA

D

6" MAX.

HAND-HELD &

FIXED SHOWER

HEADS

SH-2

SHOWER HOSE

SHALL BE

59" MIN.

SOAP DISP.

TA-14

GRAB BAR

TA-4

TA-6

FOLDING SEAT

SEE

MOUNT PER MFR.

RECOMMENDATIONS

2' -9

4' -0

"M A

X

TO

B

RA

C

KE

T

C

LG

. H

EI

G H

T

PE

R

PL

A N

1'-0"

19"-27"

2'-3" MAX.

1' -6

3' -4

" T O

D

IS

PE

N

SE

R

" T

O

1" T

O V

A

LV

E

3' -1

5/

8" T

O D

IV

ER

TE

R

6' -6

/8

M

EN

'S

) 6 '-0

W

O M

EN

'S

6" MAX. 40

" M

IN

40" MIN.

" M

IN

" M

IN

" M

A X.

LATCH ROD OR

HOOKS

ACCESSIBLE LOCKER

" M

IN

4' -0

" M A

X.

FO

RW

A

RD

R

EA

C H

VENDING MACHINE

AREA OF CONTROLS, DISPENSER

" M

IN

4' -0

" M A

X.

SI

D

E

RE

A C

H

2' -7

" M

IN

2' -1

0" M

A X.

X

NOTE: VERTICAL CHANGING

STATIONS MAY NOT COMPLY

X

BABY DIAPER

CHANGING STATION

4' -0

/6

4" M

A X.

9"

1' -5

" M

A X.

HAND DRYER

T.

O

. C O

N

TR

O

LS

3' -4

" M

A X.

" M

A X.

TOILET TISSUE &

SEAT COVER

LAVATORY

" M

IN

" M

A

X. INSULATE WATER &

DRAIN LINES

" M

A X.

GRAB BAR

" M

IN

" M

A X.

HIGH DRINKING

FOUNTAIN

" M

A X.

LOW DRINKING

FOUNTAIN

SPOUT

MIRROR

L

A V

S/ C

O U

N

TE

RS

" M

A X.

FINISH FLOOR

NOTE: SEE DETAIL 1/A501 FOR BACKING DETAILS

3' -8

" M A

X

1'-1 1/2"

O

TH

ER

L O

C A

TI

O

N S

" M

A X

DISABLED ACCESS REQUIREMENTS

CLEAR FLOOR SPACE FOR

WHEELCHAIRS

1. MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMODATE

A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES X 48

INCHES. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS

MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN

OBJECT. FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF

THE KNEE SPACE REQUIRED UNDER SOME OBJECTS.

2. PROVIDE AN ADDITIONAL 12 INCHES WIDTH ON ONE SIDE FOR ALCOVES

GREATER THAN 15 INCHES DEEP AND DESIGNED FOR SIDE APPROACH.

3. PROVIDE AN ADDITIONAL 6 INCHES WIDTH ON ONE SIDE FOR ALCOVES

GREATER THAN 24 INCHES DEEP AND DESIGNED FOR FRONT APPROACH.

HAZARDS & PROTRUDING OBJECTS

1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27

INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO

MORE THAN 4 INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR

AISLES.

2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES

ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY MOUNT.

3. FREE-STANDING OBJECTS MOUNTED ON POSTS/PYLONS MAY OVERHANG 12

INCHES MAXIMUM FROM 27 INCHES TO 80 INCHES ABOVE THE GROUND OR

FINISHED FLOOR.

4. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF

AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.

5. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A

MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO

THE BOTTOM OF THE OBSTRUCTION.

PARKING

1. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL

NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION.

2. DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE

USERS TO WHEEL OR WALK BEHIND ANY OTHER NON-DISABLED OR DISABLED

PARKING SPACE.