10-10- Plans- PAR123757 Butterfield Canyon Trailhead Maintenance Building.pdf

FLOOR OR POINT ELEVATION

CENTER LINE

KEY NOTE

WALL TYPE

DOOR NUMBER

WINDOW NUMBER

FIXTURE TAG

REVISION TAG

DETAIL

BUILDING SECTION

ROOM NAME & NUMBER

WALL SECTION

MASTER GRID LINES

X-XX

XXX

A101

SIM

Room name

A101

SIM

SPECIFICATION KEY NOTE

XXX

INTERIOR ELEVATIONA101

1Ref

R e f

R e f

1Ref

A

A101

Ref

Re f

Re f

Ref

BUILDING ELEVATION

PARKING GRID LINES

-A

BUILDING GRID LINES

A

1X

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

# NUMBER

@ AT

A.B. ANCHOR BOLT

ABV. ABOVE

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

ALUM. ALUMINUM

BD BOARD

BLDG. BUILDING

B.M. BENCHMARK

B.O. BOTTOM OF

BOT. BOTTOM

B.P. BASE PLATE

BRG. BEARING

BTWN. BETWEEN

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

C.T.J. CONTRACTION JOINT

DBL. DOUBLE

DFT./DTL. DETAIL

DIA. DIAMETER

DTL. DETAIL

DWGS DRAWINGS

E.F. EACH FACE

E.J. EXPANSION JOINT

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

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

GALV. GALVANIZED

GPM GALLONS PER MINUTE

GND GROUND

GOVT. GOVERNMENT

GYP. BD. GYPSUM WALL BOARD

HC HANDICAPPED

HDW. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZON

HT. HEIGHT

HVAC HEATING/VENTIALTION/AIR CONDITIONING

HYD HYDRANT

I.D. INSIDE DIAMETER

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

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTL. METAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

PERP PERPENDICULAR

PL PLATE

PTD. PAINTED

QTY. QUANTITY

R.D. ROOF DRAIN

RAD. RADIUS

RFINF. REINFORCED

REQ'D. REQUIRED

RM ROOM

R.O. ROUGH OPENING

SCHED SCHEDULE

SHT. SHEET

SIM SIMILAR

SPEC. SPECIFICATION

STC SOUND TRANSMISSION COEFFICIENT

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T.O. TOP OF

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

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICLE

W/ WITH

WD. WOOD

W.W.F. WELDED WIRE FABRIC

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:

2022 THINK ARCHITECTURE INC.

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12 AUGUST,

25-034

COVER SHEET

G000

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NORTH

BUTTERFIELD TRAILHEAD MAINTENANCE BUILDING

ARCHITECT:

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE:

STRUCTURAL ENGINEER:

50 EAST 100 SOUTH

HEBER CITY, UT 84032

435.654.6600

EPIC ENGINEERING

MECHANICAL ENGINEER:

ELECTRICAL ENGINEER:

CIVIL ENGINEER:

9089 SOUTH 1300 WEST, SUITE 160

WEST JORDAN, UT 84088

801.628.6004

PERIGEE CONSULTING

LANDSCAPE ARCHITECT:

GENERAL CONTRACTOR:

TO BE DETERMINED

OWNER:

3383 S 300 E, SALT LAKE CITY, UT 84115

SALT LAKE COUNTY

PROJECT TEAM SEAL

SPECIAL INSPECTIONS REQUIREMENTS

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 COMMENCEMENT 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 - ENGINEERED ROOF TRUSSES

2. FIRE ALARM DRAWINGS AND SPECIFICATIONS.

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.

DEFERRED SUBMITTAL REQUIREMENTS

GOVERNING BUILDING CODES & INFORMATION

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE (I.B.C.)

WITH UTAH STATE AMENDMENTS

PLUMBING CODE: 2021 INTERNATIONAL PLUMBING CODE (I.P.C.)

ELECTRICAL CODE: 2020 NATIONAL ELECTRICAL CODE (N.E.C.)

ACCESSIBILITY: 2009 ANSI 117.1

MECHANICAL CODE: 2021 INTERNATIONAL MECHANICAL CODE (I.M.C.)

FIRE CODE: 2021 INTERNATIONAL FIRE CODE (I.F.C.)

ENERGY CONSERVATION: 2021 INTERNATIONAL ENERGY CONSERVATION CODE

(I.E.C.C.)

OCCUPANCY GROUP: S-2 BUILDING TYPE: TYPE V-B ALLOWABLE BUILDING HEIGHT AND AREA: 40'-0"/ 2 STORIES; 13,500 S.F.

ACTUAL BUILDING HEIGHT AND AREA: 20'-0"/ 1 STORY; 2,312 S.F.

FIRE SPRINKLER: NO FIRE SPRINKLER TYPE: NA ADDRESSABLE FIRE ALARM: NO

RISK CATEGORY (I.C. 104.5): II SITE EXPOSURE: B BASIC WIND SPEED: 90 MPH

ULTIMATE WIND SPEED: 115 MPH

OCCUPANCY LOAD (TABLE 1004.5): STORAGE/GARAGE = 3; OFFICE = 1; TOTAL = 4 OCCUPANTS

MATERIALS: CONCRETE FOUNDATIONS, CONCRETE MASONRY UNITS, WOOD TRUSSES, & METAL ROOFING.

ABBREVIATIONS GRAPHIC SYMBOLS/ MATERIAL LEGENDS VICINITY MAP

CITY APPROVAL STAMP

BUILDING AREAS 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:

8307 HERRIMAN HWY.

HERRIMAN, UTAH 84096

PROPERTY I.D. NUMBER:

DRAWING INDEX

BUILDING AREA - FINISHED

AREA FINISHED

BUILDING AREA - UNFINISHED

AREA UNFINISHED

GENERAL

SHEET # SHEET NAME # DATE

G000 COVER SHEET

G001 GENERAL NOTES

G002 LIFE SAFETY PLAN & AREA PLAN 1 -.-.-

G003 ACCESSIBILITY DETAILS

G004 ACCESSIBILITY DETAILS

G005 WALL AND CEILING TYPE DETAILS

CIVIL

SHEET # SHEET NAME # DATE

01 SD01-STORM DRAIN

02 UTO1-UTILITY KEY MAP

03 UT02-UTILITY

04 UT03-UTILITY PLAN

05 UT04-UTILITY PLAN

06 DT01-DETAIL

LANDSCAPE

SHEET # SHEET NAME # DATE

LP101 PLANTING PLAN

LI101 IRRIGATION PLAN

LI102 IRRIGATION PLAN

ARCHITECTURAL

SHEET # SHEET NAME # DATE

AS101 SITE PLAN

AS102 EROSION CONTROL DETAILS

A101 SLAB PLAN

A102 FOUNDATION ISOMETRIC

A103 FLOOR PLAN

A104 CEILING PLAN

A105 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A203 MATERIAL BOARD

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 BUILDING SECTIONS

A304 WALL SECTIONS

A401 INTERIOR ELEVATIONS & ENLARGED PLANS

STRUCTURAL

SHEET # SHEET NAME # DATE

S0.1 STRUCTURAL GENERAL NOTES

S0.2 STRUCTURAL GENERAL NOTES

S0.3 STRUCTURAL SPECIAL INSPECTIONS

S1.1 FOUNDATION PLAN

S1.3 FRAMING PLAN - ROOF

S1.5 SHEAR WALL PLAN - LEVEL 1

S5.1 STRUCTURAL DETAILS

S5.2 STRUCTURAL DETAILS

MECHANICAL

SHEET # SHEET NAME # DATE

M0.1 MECHANICAL GENERAL NOTES

M0.2 HVAC ZONING

M0.3 HEAT LOSS CALCULATIONS

M1.1 FIRST LEVEL MECHANICAL PLAN

M5.1 MECHANICAL DETAILS

M5.2 MECHANICAL DETAILS

PLUMBING

SHEET # SHEET NAME # DATE

P0.1 PLUMBING GENERAL NOTES

P1.1 FIRST LEVEL PLUMBING PLAN

P2.1 FIRST LEVEL SANITARY PLAN

P5.1 PLUMBING DETAILS AND SCHEDULES

P5.2 PLUMBING DETAILS AND SCHEDULES

ELECTRICAL

SHEET # SHEET NAME # DATE

E0.1 ELECTRICAL SYMBOLS & NOTES

E0.2 ELECTRICAL GENERAL NOTES

E1.1 FIRST LEVEL ELECTRICAL PLAN

E1.2 ELECTRICAL PLAN

E2.1 FIRST LEVEL LIGHTING PLAN

E3.1 PANEL SCHEDULES

E4.1 ELECTRICAL DETAILS

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE:

50 EAST 100 SOUTH

HEBER CITY, UT 84032

435.654.6600

EPIC ENGINEERING

50 EAST 100 SOUTH

HEBER CITY, UT 84032

435.654.6600

EPIC ENGINEERING

BASE BID 1,786 SQ. FT

SITE DEVELOPMENT

SHEET # SHEET NAME # DATE

LS001 EXISTING CONDITIONS & OVERALL SITE PLAN

LS100 DEMOLITION PLAN

LS101 SITE DEVELOPMENT PLAN

LS501 SITE DETAILS

LS502 SITE DETAILS

ARCHITECTURAL

SHEET # SHEET NAME # DATE

A402 INTERIOR ELEVATIONS & ENLARGED PLANS

A403 INTERIOR ELEVATIONS & ENLARGED PLANS

A601 DOOR SCHEDULE & ELEVATIONS

A602 WINDOW SCHEDULE & ELEVATIONS

A701 ROOM FINISH SCHEDULE

A800 FOUNDATION ISOMETRIC

A801 OPTIONAL ADDITION - PLANS

A802 OPTIONAL ADDITION - ELEVATIONS & SECTIONS

OCT. 17, 2025

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 INSULATION EXTERIOR FRAMED

WALLS

BATT R-21 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

4. JOIST SPACE OVER OPEN EXPOSED

SPACE AT OFFICE

5. ROOF AT TRUSSES/ STICK FRAMING N/A CERTAINTEED OPTIMA BIB BLOWN FIBERGLASS SYSTEM WITH VAPOR BARRIER SYSTEM

INSTALLED AS PER MANUFACTURER (O.A.E.). PROVIDE PREFABRICATED POLYSTYRENE AIR

BAFFLE VENTILATION SYSTEM.

7. BATHROOMS SOUND BATTS 3 1/2" MATCH WALL CAVITY- R-13

8. 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

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 MOST RESTRICTIVE BETWEEN THE RESCHECK AND THE INSULATION SCHEDULE

SHALL BE INSTALLED. SEE RESCHECK.

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

N/A 9 1/2" BATT INSULATION = R-30

N/A

9 1/2" TOTAL THICKNESS

5 1/2" TOTAL THICKNESS

N/A

6. FURRED OUT WALLS AT BASEMENT N/AN/A N/A CERTAINTEED CERTA PRO ACOUSTIC 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

ENERGY STRATEGY:

PRESCRIPTIVE PER IBC RESCHECK - 2021 IECC RESCHECK - UTAH 2021

N/A N/A

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.

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

CONTROL INFILTRATION OF INSECTS.

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:

2022 THINK ARCHITECTURE INC.

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25-034

GENERAL NOTES

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BID DESCRIPTION

THERE WILL BE TWO BIDS REQUIRED FOR THE BIDDING OF

THIS PROJECT. THE FIRST WILL BE THE BASE BID (SEE

DESCRIPTION BELOW) AND AN ALTERNATE BID PACKAGE

#1. (SEE DESCRIPTION BELOW)

BASE BID

THE BASE BID WILL INCLUDE ALL WORK FOR

CONSTRUCTION OF NEW RESTROOM/ MAINTENANCE

BUILDING FOR SALT LAKE COUNTY. THIS WORK

INCLUDES THE SITE WORK, UTILITY WORK, LANDSCAPE

AND SITE WORK, AND BUILDING CONSTRUCTION AS

IDENTIFIED WITHIN THE CONSTRUCTION DRAWINGS AND

SPECIFICATIONS.

ALTERNATE BID #1

THIS ALTERNATE BID INCLUDES THE ADDITION OF

STORAGE ROOM TO BE ATTACHED TO THE BUILDING.

THIS ROOM WILL BE DIRECTLY ATTACHED AND IS NOTED

WITHIN THE DRAWINGS. THE ADDITION OF THIS ROOM

WILL HAVE AFFECTS ON THE EXTERIOR OF THE BASE BID.

ALTERNATE BIDS

GAS GAS

ELEC ELEC

CODE ANALYSIS LEGEND

GENERAL NOTES

SEE G002A FOR COMPLETE WRITTEN CODE ANALYSIS & REVIEW - ALL AREAS SHOWN HERE ARE REFERENCED WITHIN

CODE ANALYSIS.

1. BUILDING IS FULLY SPRINKLED AS PER NFPR 13 AND CAN THEREFORE BE USED FOR BUILDING AREA

INCREASE.

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

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

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

INTERNATIONAL FIRE CODE.

5. 2015 IBC SEISMIC DESIGN CATEGORY D - SEE STRUCTURAL DRAWINGS.

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

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

8. 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 IC 2015 SECTION 720.2.

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

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

KNOWLEDGE OR EFFORT.

11. PRIOR TO PROJECT SUBSTANTIAL COMPLETION THE BUILDING IS TO COMPLY WITH THE CITY FIRE

DEPARTMENT'S REQUIREMENTS FOR RADIO COVERAGE THROUGHOUT FACILITY FOR EMERGENCY

RESPONSE USE.

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

TYPE A

UNIT TYPE

TYPE A UNIT TYPE

WITH ROLL-IN

SHOWER

TYPE A UNIT TYPE-

SENSORY IMPAIRED

UNITS

I.T. CLOSET

858 SF S-2

200 GROSS 5 OCC.

EXIT

5 OCC.

1" R

3'-0" P

EXIT

5 OCC.

1" R

3'-0" P

EXIT

2 OCC.

1" R

3'-0" P

EXIT

2 OCC.

1" R

3'-0"P

FE 1

MEN

MECH

WOMEN

RESTROOM

LOCKER ROOM

GARAGE

OFFICE

225 SF B

150 GROSS 2 OCC.

117 SF -

150 GROSS 1 OCC.

229 SF B

150 GROSS 2 OCC.

79 SF B

150 GROSS 1 OCC.

116 SF B

3 OCC.50 GROSS

131 SF B

1 OCC.150 GROSS

CPT = 36'-9"

CPT = 38'-6"

CPT = 34'-4"

C

PT

1' -6

CPT = 19'-0"

C

PT

'-6

C

PT

'-6

CPT = 38'-10"

ALTERNATE BID #1 BASE BID

1/4" / 12"

SEE G001 FOR ALTERNATE BID DESCRIPTION SEE G001 FOR BASE BID CLARIFICATION

Area

EMPLOYEE

AREA

MAINTENANCE

GARAGES

PUBLIC

RESTROOM

ALTERNATE

AREA -

POLICE

SPACE

858 SF

MAINTENANCE

GARAGES

347 SF

EMPLOYEE

AREA

581 SF

PUBLIC RESTROOM

544 SF

ALTERNATE AREA -

POLICE SPACE

ALTERNATE BID #1 BASE BID

SEE G001 FOR ALTERNATE BID DESCRIPTION SEE G001 FOR BASE BID CLARIFICATION

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:

2022 THINK ARCHITECTURE INC.

/1

/2

:2

:5

A

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IN

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M A

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12 AUGUST,

25-034

LIFE SAFETY PLAN &

AREA PLAN

G002

BI

D

S

ET

PE

RM

IT

S

ET

1/4" = 1'-0" G002

LEVEL 1 - LIFE SAFETY PLAN 1

1/4" = 1'-0" G002

AREA PLAN LEVEL 1 Copy 1 2

1 -.-.- XX

NOTES

1- EACH OF THESE ARE INTERCHANGEABLE.

2- A TURNING SPACE IS REQUIRED IN EACH SPACE EXCEPT:

(2.1) DOORS IN SERIES.

(2.2) TOILET & BATHROOMS THAT ARE NOT

REQUIRED TO FOLLOW DETAILS ON SHEET 2

(2.3) CERTAIN PANTRY'S AND CLOSETS - SEE

DETAIL 8 ON THIS SHEET.

3- DOORS CAN SWING INTO TURNING SPACE, U.N.O.

5'-0" MIN.

3' -0

" M

IN

. 5' -0

" M

IN

1'-0" MIN. 3'-0" MIN. 1'-0" MIN.

OR

5'-0" MIN.

304.3.1 CIRCULAR SPACE.

THE TURNING SPACE SHALL BE A CIRCULAR SPACE WITH A 60-INCH MINIMUM DIAMETER. THE TURNING SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. .

304.3.2 T-SHAPED SPACE.

THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60-INCH MINIMUM SQUARE, WITH ARMS AND BASE 36

INCHES MINIMUM IN WIDTH. EACH ARM OF THE T -SHAPED SPACE SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES

MINIMUM IN EACH DIRECTION, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE TURNING

SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE.

ANSI 117.1 SECTION 304.3- ACCESSIBLE TURNING SPACES

4" MAX

G

RE

A

TE

R

TH

A N

7"

G

RE

A

TE

R

TH

A N

0"

ADDITIONAL PROTECTION NOT

NEEDED BETWEEN WING WALLS

PROTRUDING OBJECTS

HANGING ON WALL WITH

LEADING EDGES ABOVE 27

INCHES

WING WALLS DOWN TO FLOOR

SECTION 404.2.2.

NO PROJECTIONS INTO THE CLEAR OPENING WIDTH

LOWER THAN 34" ABOVE THE FLOOR. PROJECTIONS

INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80

INCHES SHALL NOT EXCEED 4"

EXCEPTION. DOOR CLOSERS AND DOOR STOPS

SHALL BE PERMITTED TO BE 78" MIN. ABOVE FLOOR.

307.2 PROTRUDING LIMITS

OBJECTS WITH LEADING EDGES MORE THAN 27

INCHES AND NOT MORE THAN 80" ABOVE THE

FLOOR SHALL PROTRUDE 4" INCHES MAXIMUM

HORIZONTALLY INTO THE CIRCULATION PATH.

EXCEPTION. HANDRAILS SHALL BE PERMITTED TO

PROTRUDE 4 1/2 INCHES MAXIMUM

ft

M

IN

2 ft MAX.

" M

IN

4" M

A X.

C

LE

A R

W

ID

TH

C O

N

TI

N U

O U

S

PA

SS

A

G E

C

LE

A R

W

ID

TH

PO

IN

T

PA

SS

A

G E

SECTION 307

LIMITS OF PROTRUDING OBJECTS

FR

O

N T

A

PP

RO

A

C H

FR

O

N T

A

PP

RO

A

C H

5' -0

" M

IN

PULL SIDE

MANEUVERING CLEARANCES AT SWINGING DOORS

A

C

18" MIN

FRONT APPROACH, PULL SIDE

FR

O

N T

A

PP

RO

A

C H

FR

O

N T

A

PP

RO

A

C H

5' -0

" M

IN

B

12" MIN*

FRONT APPROACH, PUSH SIDE

*DIMENSION REQUIRED IF BOTH CLOSER

AND LATCH ARE PROVIDED

6'-0"

5' -0

3'-0"

HINGE APPROACH - PULL SIDE D HINGE APPROACH - PULL SIDE

PULL SIDE

6'-6"

4' -6

3'-6"

5'-11"

" M

IN

1'-10"

5'-0"

4' -0

2'-0"

12" MIN. *

E HINGE APPROACH - PUSH SIDE F LATCH APPROACH - PULL SIDE

*DIMENSION REQUIRED IF BOTH CLOSER AND LATCH

ARE PROVIDED

**48" MIN IF BOTH CLOSER AND LATCH PROVIDED.

*54" MIN IF CLOSER IS PROVIDED

5'-2"

" M

IN

24" MIN.

G

LATCH APPROACH - PUSH SIDE

**48" MIN IF BOTH CLOSER AND LATCH PROVIDED.

FRONT APPROACH

POCKET OR HINGE DOOR

FRONT APPROACH

SIDE APPROACH

MANEUVERING CLEARANCES - SLIDING /FOLDING DOORS

32" MIN.1'-10" 3'

-6

STOP OF LATCH APPROACH

32" MIN. 3'

-6

MANEUVERING CLEARANCES AT DOORS WITHOUT DOORS

2'-8"

4' -0

2'-8"

4' -0

3' -6

NOTE:

ANSI 404.2.3.2 ALL SWINGING DOORS SHALL HAVE

MANEUVERING CLEARANCES COMPLYING WITH

ILLUSTRATIONS ABOVE.

NOTE:

ANSI 404.2.3.3 SLIDING DOORS AND FOLDING DOORS

SHALL HAVE MANEUVERING CLEARANCES AS SHOWN

ABOVE.

NOTE:

ANSI 404.2.3.4 DOORWAYS WITHOUT DOORS THAT

ARE LESS THAN 36" IN WIDTH SHALL HAVE THE

MANEUVERING CLEARANCES SHOWN ABOVE.

FR

O

N T

A

PP

RO

A

C H

8"

1.5 ft MIN.

ft

M

IN

RECESSED DOOR AT PULL SIDE

8"4 ft M

IN

RECESSED DOOR AT PUSH SIDE

(STANDARD HARDWARE)

8"4 ft M

IN

RECESSED DOOR AT PUSH SIDE

(DOOR PROVIDED WITH BOTH CLOSER AND

LATCH)

1 ft MIN.

ft

M

IN

5 ft MIN.

5 ft MIN.

ft

M

IN

D

O O

R W

ID

TH

D O

O R

W

ID

TH

ft M

IN

D O

O R

W

ID

TH

5 ft MIN.

ANSI 404.2.3.5 RECESSED DOORS

WHERE ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF

A DOORWAY PROJECTS MORE THAN 8" BEYOND THE FACE

OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF

THE DOOR, MANEUVERING CLEARANCES FOR A FORWARD

APPROACH SHALL BE PROVIDED.

ANSI 404.3 AUTOMATIC DOORS

AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3.

FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10 LISTED IN SECTION

ANSI 105.2.4 .

POWER ASSIST AND LOW ENERGY DOOR SHALL COMPLY WITH ANSI/BHMA A156.19 LISTED IN ANSI

SECTION 105.2.3

CLEAR WIDTH.

DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" IN POWER-ON AND POWER OFF MODES.

THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE

CLEAR OPENING WIDTH PROVIDED WITH ALL LEAFS IN THE OPEN POSITION.

MANEUVERING CLEARANCES

MANEUVERING CLEARANCE AT POSER - ASSISTED DOORS SHALL COMPLY WITH ANSI SECTION 4040.2.3

CONTROL SWITCHES.

MANEUVERING CLEARANCES AT RECESSED DOORS

ANSI 404.2.3.5 DOORS IN SERIES

DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48" INCHES MINIMUM PLUS

THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL

PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. (SHOWN ABOVE)

ANSI 117.1 SECTION 40.2.3 MANEUVERING CLEARANCES

1:20 MAX

ft

M

IN

1:

M A

X

C

RO

SS

-S

LO

PE

NOTES:

402.2 ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALING

SURFACE WITH SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS , EXCLUDING THE

FLARED SIDES, ELEVATORS AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY

WITH THE APPLICABLE PORTIONS OF THIS STANDARD.

402.3 REVOLVING DOORS, REVOLVING GATES ND TURNSTILES SHALL NOT BE A PART OF AN ACCESSIBLE ROUTE.

WALKING SURFACES

403.3 THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A

WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48.

SLOPE

" C

LE

A

R

1:20 MAX

2 ft MAX. 4 ft MIN. 2 ft MAX.

ft

M

IN

1:

M A

X

C

RO

SS

-S

LO

PE

SLOPE

ANSI 117.1 SECTION 402- ACCESSIBLE ROUTES

403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" INCHES IN WIDTH - MIN. (SEE BELOW)

403.5 EXCEPTION

THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR LENGTH OF 24" MAXIMUM PROVIDED THE

REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" INCHES MINIMUM IN LENGTH AND 36"

MINIMUM IN WIDTH.