2500303-DR 01-2026-03-24.pdf

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17350 HAZEL STREET

SPRING LAKE, MI 49456

● ISSUED

○ ISSUED FOR REFERENCE ONLY

INDEX LEGEND

ART-1

ART-2

SENSORY ROOM

PRE-KINDERGARTEN

AND TOILET ROOMS

NOTE:

A. GENERAL LOCATION OF WORK SCOPE AREAS CIRCLED.

B. NOT ALL WORK SCOPE MAY BE CONTAINED WHERE SHOWN; COORDINATE ALL WORK

AND BUILDING SYSTEMS REQUIRED FOR THE PROJECT.

C. REFER TO ALL CONTRACT DOCUMENTS, INCLUDING DESIGN-BUILD REQUIREMENTS.

PROJECT IMAGE PROJECT TEAM

LOCATION MAP

N.T.S.

PROJECT DESCRIPTION LOCATION MAPPROJECT NAME AND ADDRESS

FACILITY IMPROVEMENTS TO ADD PRE-KINDERGARTEN TOILETS,

SINK CABINETS, AND EXTERIOR EGRESS DOOR, CONCRETE STOOP,

AND PLAYGROUND RELOCATED EQUIPMENT, ADD A UNISEX TOILET

FOR GENERAL USE, AND REPLACEMENT OF ART ROOM SINKS AND

CABINETS.

MECHANICAL HEATING AND VENTILATION MODIFICATIONS,

INCLUDING TOILET ROOM EXHAUST, COORDINATED WITH DESIGN-

BUILD MECHANICAL CONTRACTOR.

PLUMBING MODIFICATIONS, INCLUDING NEW UNDERGROUND

SANITARY, ART SINKS WITH A SEDIMENT SEPARATOR TRAP, AND

HOT AND COLD WATER LINES, COORDINATED WITH DESIGN-BUILD

PLUMBING CONTRACTOR.

ELECTRICAL MODIFICATIONS, INCLUDING LIGHTING, EMERGENCY

LIGHTING, FIRE ALARM, AND POWER, COORDINATED WITH THE

DESIGN-BUILD ELECTRICAL CONTRACTOR.

SECURITY MODIFICATIONS, INCLUDING BURGLAR ALARM CONTACTS,

WIRING, AND CONTROLS, BY DESIGN-BUILD CONTRACTOR;

SUBCONTRACT OWNER'S SECURITY VENDOR.

CONTRACTOR TO PROVIDE MEP/FIRE ALARM/SECURITY DRAWINGS.

CITY SUBMITTALS

LIST OF CITY SUBMITTALS

1. PERMITS

LIST OF DEFERRED CITY SUBMITTALS

1. PLUMBING ENGINEERING IS DESIGN-BUILD BY CONTRACTOR.

2. MECHANICAL ENGINEERING IS DESIGN-BUILD BY CONTRACTOR.

3. ELECTRICAL ENGINEERING IS DESIGN-BUILD BY CONTRACTOR

4. FIRE ALARM SYSTEM ENGINEERING IS DESIGN-BUILD BY

CONTRACTOR.

PROJECT INFORMATION

G H

A F

A R

I A

S S

O C

IA

T

E S

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

ARCHITECT

STRUCTURAL ENGINEER

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PROJECT NUMBER: 2500303

ISSUED FOR: ISSUED FOR BIDS (IFB)

ISSUE DATE: 03/24/26

Pre-K and Art Room Improvements 17350 Hazel Street

Spring Lake, MI 49456

00-0-02

DRAWING INDEX - PROJECT

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SHEET # SHEET TITLE

00 GENERAL INFORMATION

● ● GO0-00-00 COVER SHEET

● ● GO0-00-01 GENERAL INFORMATION PROJECT INFORMATION

● ● GO0-00-02 GENERAL INFORMATION PROJECT INFORMATION AND CODE SUMMARY

60 STRUCTURAL

● ● SF0-01-01 STRUCTURAL NOTES

● ● SF0-01-02 SPECIAL INSPECTIONS AND STRUCTURAL DETAILS

70 ARCHITECTURAL

● ● AO0-00-01 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

● ● AO0-00-02 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

● ● AO0-00-03 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

73 ARCHITECTURAL ELEMENTS

● ● AE1-01-01 ARCHITECTURAL FLOOR AND CEILING PLANS, INTERIOR ELEVATIONS

● ● AE7-00-01 ARCHITECTURAL SCHEDULES AND DETAILS

SCALE:

NORTH

1/32" = 1'-0"

COMPOSITE WORK SCOPE LOCATION PLAN

FLOOR

VERTICAL

M

AX1/

4"

M

AX1/

2"

M

AX1/

4"

BEVELED

1"

1/4"-1/2"

ELEVATED

SURFACE

RAMP

GREATER

THAN 1/2" ELEVATED

SURFACE1"

RAMP

REQUIRED

FLOOR

ELEVATED

SURFACEFLOOR

FLOOR SURFACES

ELEVATION INDICATION - (FLOORS, ETC...)

WINDOW NUMBER INDICATION

DOOR NUMBER INDICATIONTITLE IDENTIFICATION

SECTION LOCATION IDENTIFICATION

PLAN IDENTIFICATION

ELEVATION LOCATION IDENTIFICATION

ROOM NAME AND NUMBER INDICATION

COLUMN INDICATION

MATERIAL OR WORK DIVISION INDICATION

MATCH LINE INDICATION

ROOF OR RAMP PITCH INDICATION

ROOF OR RAMP SLOPE INDICATION

REVISION INDICATION

REFERENCE SYMBOLS

EXISTING NEW

ELEVATION IDENTIFICATION

NUMBER(S) INDICATES

DIRECTION OF VIEW OR VIEWS

(SAME NUMBER ON SHEET

WHERE DRAWN)

SHEET IDENTIFICATION NUMBER

(INDICATES SHEET NUMBER

WHERE ELEVATION IS DRAWN)

KEYED NOTE SYMBOLS

GENERAL NOTE

DEMOLITION WORK

NEW WORK

FUTURE WORK

BUILDING SECTION

WALL SECTION

DETAIL SECTION

WALL TAG

PARTITION TYPE INDICATION

0'-0"

GRAPHIC SCALE

(0000)

ROOM IDENTIFICATION NUMBER

COLUMN IDENTIFICATION LETTER OR

NUMBER FOR NEW CONSTRUCTION

COLUMN IDENTIFICATION LETTER OR

NUMBER FOR EXISTING CONSTRUCTION

PLAN OR SECTION DETAIL

IDENTIFICATION NUMBER

(SAME NUMBER ON SHEET

WHERE DRAWN)

SHEET IDENTIFICATION

NUMBER (INDICATES SHEET

NUMBER WHERE PLAN OR

SECTION DETAIL IS DRAWN)

SHEET IDENTIFICATION NUMBER

(INDICATES SHEET NUMBER WHERE

DETAIL IS TYPICALLY

REFERENCED - NOT ALL INCLUSIVE)

SECTION IDENTIFICATION NUMBER

(SAME NUMBER ON SHEET WHERE

REFERENCED)

SECTION IDENTIFICATION NUMBER

(SAME NUMBER ON SHEET WHERE

DRAWN)

SHEET IDENTIFICATION NUMBER

(INDICATES SHEET NUMBER

WHERE SECTION IS DRAWN)

LOUVER NUMBER INDICATION

CEILING TAG

LIFE SAFETY SYMBOLS

OCCUPANCY TAG OPTION 1

OCCUPANCY DOOR EXIT

OCCUPANCY TAG OPTION 2

AREA NAME AND

NUMBER INDICATION

FLOOR FINISH TAG

CASEWORK TAG

PLUMBING ACCESSORY TAG

SIGNAGE TAG

SIGN TYPE

ROOM NUMBER

FIRE EXTINGUISHER TAG

SCALE:

NORTH

1/8" = 1'-0"

PLAN TITLE

SCALE:

AE1-01-01 1/8" = 1'-0"

VIEW TITLE

AE1-01-01

AE1-01-01

AE1-01-01

SIM

AE1-01-01

SIM

AE1-01-01

SIM

AE1-01-01

SIM

FINISH FLOOR

0'-0" (0000)

AE1-01-01

SIM

0 1' 2' 1"=1'-0"

GD-1A

MATCH LINE - SEE SHEET AE1-01-01

3.1

A

ROOM NAME

1000 1000

W1

L101A L101A

CEILING TYPE

HEIGHT AFF

SLOPE

1t

ROOM NO.

USE GROUP

AREA

CALCULATED

OCCUPANCY LOAD

NAME

1,000,000 SF

O-0

1,000

150 SF = 1,000 CALCULATED

MAX

AREA NAME

150 SF

CT-1

CW-01

FURNITURE TAG

XX-##

1t1t

SD-1

SANITARY

NAPKIN

RECEPTACLE

5' -0

SHELF WITH

MOP & BROOM

HOLDERS

SEAT

COVER

DISPENSER

PAPER

TOWEL

DISPENSER

PAPER TOWEL

DISPENSER AND

WASTE RECEPTACLE

WASTE

RECEPTACLE

MAXIMUM HEIGHT OF

DISPENSER OR

OPERATING CONTROLS

4' -0

SANITARY

NAPKIN

DISPENSER

SOAP

DISH

SOAP

DISPENSER

ELECTRIC

HAND

DRYER

ACCESSORIES

MOUNTING DETAILS

3' -4

WHEN LOCATED

BELOW GRAB BARS

2' -6

" 3' -8

6' -0

ELECTRIC

PANEL

FIRE

EXTINGUISHER

CABINET

5' -0

5' -0

FIRE EQUIPMENT

FIRE VALVE

CABINET

FIRE HOSE

RACK OR

VALVE

FIRE

EXTINGUISHER

3' -6

6' -8

FIRE ALARM

AUDIBLE

VISUAL

STROBE

FIRE ALARM

PULL BOX

3' -1

0"

HIGHEST

DISCONNECT

OR PER PROJECT

CODE REQUIREMENTS

4' -0

WALL MOUNTED

TELEPHONE

MAXIMUM

HEIGHT

OPERATING

CONTROLS

CENTERLINE

ELECTRICAL & SPECIAL SYSTEMS

DEVICES OVER

COUNTERS

BACKSPLASH

(WHERE

PRESENT)

COUNTER

TYPICAL

AREAS

3' -8

1' -6

POWER

HAZARDOUS

AREAS

2' -0

" 3' -1

0"

UNFINISHED

AREAS

POWER

VOICE/DATA

OUTLETS

SWITCH

CARD READER THERMOSTAT

SWITCHES &

CONTROLS

3' -1

0"

CENTERLINE

WIREMOLD

VOICE/DATASWITCH

CENTERLINE CENTERLINE

M

IN

IM

U

M

M

IN

IM

U

M

NURSE CALL

CONTROLS

SHELF

4' -0

" M

AX

3' -4

" M

IN

ADA AMERICANS WITH DISABILITIES ACT

BF BARRIER-FREE

MAX MAXIMUM

MIN MINIMUM

ABBREVIATIONS:

BARRIER-FREE ACCESSIBILITY IS BASED ON ICC A117.1-2017 ACCESSIBLE & USABLE

BUILDINGS AND FACILITIES AND 2010 ADA ACCESSIBILITY STANDARDS FOR ADULTS

GENERAL NOTES:

URINALS

STANDARDACCESSIBLE

1' -5

2' -0

8' -0

" M

IN

O R

H

IG

H

ER

T O

E

LI

M

IN

AT

E

VI

SU

AL

O

BS

TR

U C

TI

O

N S

SIGNAGE CENTERED ON

DEVICE/EQUIPMENT. REVIEW LOCATION,

MOUNTING AND SIGN TYPE WITH OWNER

PRIOR TO PROCUREMENT, TYPICAL

GENERAL ACCESSIBILITY NOTES

ALL DIMENSIONS NOTED ARE TO FINISH MATERIALS.

NOTIFY ARCHITECT IMMEDIATELY IF FIELD

CONDITIONS DO NOT PERMIT REQUIRED

DIMENSIONS.

SITE ACCESSIBILITY

ENTRANCES SHALL BE PART OF AN ACCESSIBLE

ROUTE. SUCH ENTRANCES SHALL BE CONNECTED

BY AN ACCESSIBLE ROUTE TO PUBLIC

TRANSPORTATION STOPS, TO ACCESSIBLE PARKING

AND PASSENGER LOADING ZONES, AND TO PUBLIC

STREETS OR SIDEWALKS IF AVAILABLE. THEY SHALL

ALSO BE CONNECTED BY AN ACCESSIBLE ROUTE TO

ALL ACCESSIBLE SPACES OR ELEMENTS WITHIN A

BUILDING OR FACILITY. ACCESSIBLE ROUTES

SHALL BE LOCATED SO THAT USERS ARE NOT

REQUIRED TO WHEEL OR WALK BEHIND PARKED

VEHICLES (EXCEPT THE ONE THEY OPERATE OR IN

WHICH THEY ARE A PASSENGER) OR IN TRAFFIC

LANES. REFER TO CIVIL ENGINEER'S AND/OR

LANDSCAPE ARCHITECT'S DRAWINGS FOR ALL SITE

ACCESSIBLE FEATURES.

ACCESSIBLE ROUTE

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT

ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND

SPACES THAT ARE ON THE SAME SITE. THE

MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE

SHALL BE 36" EXCEPT AT DOORS. AN ACCESSIBLE

ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20

IS A RAMP. NOWHERE SHALL THE CROSS SLOPE OF

AN ACCESSIBLE ROUTE EXCEED 1:50. IF AN

ACCESSIBLE ROUTE HAS CHANGES IN LEVEL

GREATER THAN 1/2", THEN A CURB RAMP, RAMP, OR

ELEVATOR SHALL BE PROVIDED. AN ACCESSIBLE

ROUTE DOES NOT INCLUDE STAIRS OR STEPS.

ACCESSIBLE ROUTES SERVING ANY ACCESSIBLE

SPACE OR ELEMENT SHALL ALSO SERVE AS A

MEANS OF EGRESS FOR EMERGENCIES.

ACCESSIBLE ENTRANCES AND EXITS MUST BE

PROVIDED IN A NUMBER AND AT LOCATIONS AT

LEAST EQUIVALENT TO THE TOTAL NUMBER AND

LOCATIONS OF EXITS REQUIRED BY THE

APPLICABLE BUILDING/FIRE CODES, INCLUDING

ACCESSIBLE ROUTES.

CONTROLS:

1. ELECTRICAL OUTLETS SHALL BE 15" MIN. HIGH AFF

TO CENTERLINE OF LOWEST OUTLET AND KITCHEN

COUNTERTOP OUTLETS SHALL BE 46" MAX. TO

CENTERLINE OF HIGHEST OUTLET.

2. IN U-SHAPED OR L-SHAPED KITCHENS,

COUNTERTOPS OUTLETS TO BE MINIMUM 36" FROM

INSIDE CORNER (MINIMUM ONE LEG).

3. THERMOSTAT SHALL BE MOUNTED 48" MAX. HIGH

TO HIGHEST CONTROLS, WHICH MAY BE ON TOP.

4. ANY OTHER ENVIRONMENTAL CONTROLS SUCH

AS PULL-CORDS AT CEILING FANS SHALL BE

LOCATED WITHIN 48" MAX. HIGH REACH RANGE.

GRAB BARS:

WHEN INSTALLED, GRAB BARS WITH A CIRCULAR

CROSS SECTION SHALL HAVE AN OUTSIDE

DIAMETER OF 1 1/4" MIN. AND 2" MAX.

8" MAX.

30"

48"

WC

8A

" M

AX

" M

AX

M

IN

24" MAX.

" M

AX

" M

AX

6" MAX

9" M

IN

" M

AX

" M

AX

" M

IN

8" MIN

" M

IN

17" MIN.

19" MAX.

" M

IN

T

O T

O P

O F

M

IR

R O

R

59" MIN FOR

FLOOR MOUNT

" M

IN

4" M

AX

42" MIN *

M

IN

" M

IN

" M

IN

59" MIN FOR

FLOOR MOUNT

" M

IN

36" MIN

M

IN

" M

IN

" M

IN

M

IN

" M

AX

M

IN

48"

<20"

10"

MAX

30"

48"

" M

AX

20-25"

48"

" M

AX

" M

IN

32" MIN

30" MIN*

17" MIN

30"

3' -0

3' -0

" M

AX

SP

O

U T

H

EI

G H

T

24"-42"

1'-0" MAX 3'-6"

MIN

4'-6" MIN.

M

IN

6" 3'-0"

3'-6"

4' -1

1/

2"

4' -6

2"

2' -1

0" R

IM

M

AX

" M

AX

R

EF

L.

E D

G E

2' -5

" M

IN

2' -1

0" R

IM

M

AX

" M

AX

R

EF

L.

E D

G E

2' -5

" M

IN

3"

SP

O

U T

H

EI

G H

T

" M

IN

KN

EE

SP

AC

E

" M

AX

3' -4

3'-4"

" M

IN

KN

EE

SP

AC

E

" M

IN

" M

AX

1'-6"

REACH RANGES

LAVATORIES & MIRRORS

URINALS

GRAB BARS AT W.C.

WATER CLOSETS

PUBLIC LAVATORIES/ MIRROR

TYPICAL PUBLIC CLEARANCES

GENERAL SIGNAGE

FORWARD REACH

SIDE REACH RANGE

SIDE REACH OVER OBSTRUCTION

LAV

ACCESSIBLE

OPERATING

CONTROLS

PIPE INSULATION

FLUSH

ACTIVATOR

ON WIDE SIDE

56" FOR WALL HUNG

ACCESSIBL

E

DOOR PULL

SELF-CLOSING DOOR

ACCESSIBLE DOOR PULL

42" GRAB BAR

WC

GRAB BAR

36" MIN.

56" FOR WALL

HUNG

SELF-CLOSING

42" GRAB BAR

GRAB BAR

36" MIN.

DOOR

FORWARD REACH OVER OBSTRUCTION

FORWARD REACH OVER OBSTRUCTION

TOILET PAPER

DISPENSER

* ALL OTHER

APPROACHE

S

48" MIN

48"

30"

* IF PRIVACY PARTITIONS

ARE DEEPER THAN THE

URINAL BUT LESS THAN

24" IN DEPTH. PARTITIONS

> 24" IN DEPTH MUST BE

SPACED MIN. 36".

COUNTER LAVATORY

PAPER TOWEL / WASTE

SEMI-RECESSED

PAPER TOWEL

SURFACE

KNEE & TOE

CLEARANCE

30"W

WALL LAVATORY

KNEE & TOE

CLEARANCE

30"W

MIRROR

LINE OF

OPERABLE

PARTS /

CONTROLS

TOILET ROOM SIGNAGE

MEN

WATER COOLER

PROVIDE HI-LO TYPE

FLUSH ACTIVATOR

ON THE OPEN SIDE

FLUSH

ACTIVATOR

ON THE OPEN

SIDE

LETTERS AND NUMERALS SHALL BE RAISED 1/32" UPPER CASE, SANS SERIF OR

SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED

CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS

SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED

DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM

SHALL BE 6" MIN. IN HEIGHT.

THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR

OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH

THEIR BACKGROUND-EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR

DARK CHARACTERS ON A LIGHT BACKGROUND.

WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS

SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT

THE DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT

WALL. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE

CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO

THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING

PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.

LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATION

BETWEEN 3:5 AND 1:1 AND A STROKE-WIDTH-TO HEIGHT RATIO BETWEEN 1:5 AND 1:10

USING AN UPPER CASE "X" FOR MEASUREMENT. LOWER CASE LETTERS PERMITTED.

MEN

CL

WOMEN

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE

STANDARD

USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND

USABLE BY

PHYSICALLY DISABLED PERSONS.

PUBLIC AREA ACCESSIBILITY REQUIREMENTS

* 15" AT

CHILD W.C.

8" MIN CLEAR AT

PARTITION

FRONT AND SIDE

PARTITION 12" MIN

FLOOR CLEARANCE

2' -0

" C H

IL

D

2' -3

" C H

IL

D

2'-11" CHILD

DRAWN BY

SHEET TITLE

PROJECT MANAGER

QUALCHECK

DESIGNED BY

PROJECT #

SHEET NUMBER

1"=1000'-0" 0 1000' 2000'

1"=500'-0" 0 500' 1000'

1"=400'-0" 0 400' 800'

1"=200'-0" 0 200' 400'

1"=100'-0" 0 100' 200'

1"=80'-0" 0 80' 160'

1"=60'-0" 0 60' 120'

1"=50'-0" 0 50' 100'

1"=40'-0" 0 40' 80'

1"=30'-0" 0 30' 60'

1"=20'-0" 0 20' 40'

1"=10'-0" 0 10' 20'

16"=1'-0"

0 16' 32'

32"=1'-0" 0 16' 32'

8"=1'-0"

0 8' 16'

16"=1'-0" 0 8' 16'

4"=1'-0"

0 4' 8'

8"=1'-0" 0 4' 8'

2"=1'-0"

0 2' 4'

4"=1'-0" 0 2' 4'

1"=1'-0" 0 1' 2'0 1' 2'

"=1'-0"1 21 1

32"=1'-0" 0 32' 64'

G H

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REGISTRATION SEAL

CONSULTANT INFORMATION

westmichiganacademy.org www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

A. NELSON

3/

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2500303

A. NELSON

A. NELSON

GO0-00-01

A. ECKERT

Pre-K and Art Room Improvements

17350 Hazel Street Spring Lake, MI 49456

GENERAL INFORMATION

PROJECT INFORMATION

00-0-03

NOT FOR

CONSTRUCTIO

N

REV DATE DOC REL ## - DESCRIPTION

03/24/26 DOC REL 01 - IFB

03/24/26 DOC REL 02 - IFP

DN DN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

THE CONTRACTOR SHALL VISIT THE PROJECT SITE BEFORE SUBMITTING HIS BID.

SUBMITTING A BONA FIDE BID SHALL BE VERIFICATION AND ACKNOWLEDGEMENT BY

THE CONTRACTOR THAT A SITE VISIT WAS PERFORMED, THE EXISTING CONDITIONS IN

WHICH THE WORK IS TO BE PERFORMED ARE UNDERSTOOD BY THE CONTRACTOR,

AND THE BID INCLUDES ALL ALLOWANCES (ADDITIVE AND DEDUCTIVE) TO COMPLETE IN

DETAIL ALL THE WORK INCLUDED IN THE CONTRACT DOCUMENTS FOR THE PRICE

INCLUDED IN THE BID AND WITHIN THE TIME ALLOTTED IN THE CONSTRUCTION

SCHEDULE. THE CONTRACTOR SHALL NOT BE GRANTED ANY EXTENSIONS OF TIME OR

INCREASE IN PAYMENT DUE TO ANY CLAIM BY THE CONTRACTOR REGARDING ANY

EXISTING CONDITION.

THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY ALL FIELD DIMENSIONS

BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL

COMPARE FIELD DIMENSIONS WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE

ARCHITECT IN WRITING OF ALL DISCREPANCIES OR OMISSIONS. FAILURE TO VERIFY

FIELD DIMENSIONS SHALL NOT RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY

AND ANY ADDITIONAL WORK RESULTING FROM THE CONTRACTORS FAILURE TO VERIFY

FIELD DIMENSIONS SHALL BE AT THE CONTRACTORS EXPENSE WITH NO ADDITIONAL

COMPENSATION.

HAZARDOUS MATERIALS: A HAZARDOUS MATERIAL SURVEY HAS NOT BEEN

COMPLETED FOR THE PROJECT. THE OWNER ACCEPTS ALL RESPONSIBILITY FOR

REMOVAL AND SUBSEQUENT EFFECTS TO THE PROJECT OF ANY HAZARDOUS

MATERIAL EXISTING AT THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR

SHALL NOTIFY THE OWNER IF ANY HAZARDOUS MATERIAL IS DISCOVERED DURING

CONSTRUCTION.

THE DEFINITION OF "WORK" IS:

THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS,

INCLUDING BUT NOT LIMITED TO: LABOR, MATERIALS, EQUIPMENT, SUPERVISION,

ETC, REQUIRED TO PROVIDE A COMPLETE INSTALLATION MEETING ALL

REGULATORY REQUIREMENTS READY FOR OCCUPANCY.

THE WORK IS LIMITED TO THE SCOPE OF WORK INDICATED ON THE

CONTRACTDOCUMENTS AND TO THE "LIMITS OF CONSTRUCTION" INDICATED. ANY

CHANGE TO THE SCOPE OF WORK OR WORK BEYOND THE LIMITS OF

CONSTRUCTION REQUIRES PRIOR APPROVAL BY THE ARCHITECT. CONTRACTOR

SHALL SUBMIT WRITTEN NOTIFICATION TO THE ARCHITECT AND OBTAIN APPROVAL

FROM THE ARCHITECT BEFORE BEGINNING ANY WORK NOT INCLUDED IN THE

SCOPE OF WORK. ANY ADDITIONAL WORK INSTALLED WITHOUT PRIOR WRITTEN

APPROVAL SHALL BE AT THE CONTRACTOR SOLE RISK AND EXPENSE.

THE CONTRACTOR SHALL OBTAIN PERMITS AND PERMISSIONS FROM ALL REGULATORY

AGENCIES HAVING JURISDICTION OVER THE WORK. CONTRACTOR SHALL SUBMIT

COPIES OF ALL REGULATORY PERMISSIONS AND PERMITS TO ARCHITECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPLIANCE WITH ALL

REGULATORY REQUIREMENTS, CODES, ORDINANCES ETC, INCLUDING APPLICATION,

MEETINGS, COSTS, INSPECTIONS AND POSTING, UNLESS NOTED OTHERWISE. THE

CONTRACTOR SHALL NOT COMMENCE WORK UNTIL ALL REQUIRED REGULATORY

REQUIREMENTS, INCLUDING BUT NOT LIMITED TO REQUIRED "PERMITS FOR

CONSTRUCTION", ARE COMPLETED.

CRITICAL PATH CONSTRUCTION SCHEDULE: WITHIN 5 DAYS AFTER EXECUTION OF THE

OWNER-CONTRACTOR AGREEMENT, THE CONTRACTOR SHALL SUBMIT A DETAILED

CRITICAL PATH CONSTRUCTION SCHEDULE FOR THE PROJECT TO THE OWNER AND

THE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANTICIPATED

DELAYS IN THE WORK FOR ANY REASON.

PROJECT SIGN OR BULLETIN BOARD: PREPARE PROJECT IDENTIFICATION AND PERMIT

POSTING AS REQUIRED BY LOCAL, MUNICIPALITY, STATE AND FEDERAL LAW. INSTALL

WHERE DIRECTED BY THE ARCHITECT OR BUILDING MANAGEMENT. DO NOT PERMIT

INSTALLATION OF UNAUTHORIZED SIGNS.

PROVIDE 72 HOURS ADVANCE NOTICE TO OWNER FOR ACCESS TO AREAS OUTSIDE OF

THE SCOPE OF WORK. ACCESS SHALL BE COORDINATED WITH OWNER. ALL WORK

OUTSIDE THE SCOPE OF WORK SHALL BE SCHEDULED FOR NON BUSINESS HOURS.

PENETRATIONS THROUGH EXISTING FLOOR ASSEMBLIES AND FIRE RATED PARTITIONS

AND WALLS SHALL BE SEALED WITH UL LISTED AND ARCHITECT APPROVED "FIRE STOP"

ASSEMBLIES. CONTRACTOR SHALL SUBMIT PROPOSED METHOD OF SEALING TO THE

ARCHITECT FOR APPROVAL BEFORE INSTALLING.

OWNER SUPPLIED FURNISHINGS AND EQUIPMENT: CONTRACTOR SHALL NOT PROCEED

WITH ANY WORK REQUIRING COORDINATION WITH OWNER SUPPLIED FURNISHINGS

AND EQUIPMENT UNTIL SUBMITTALS HAVE BEEN RETURNED AFTER REVIEW BY THE

OWNER AND ARCHITECT. CONTRACTOR SHALL COORDINATE AND ACCOMMODATE ALL

OWNER SUPPLIED FURNISHINGS AND EQUIPMENT INDICATED IN THE CONTRACT

DOCUMENTS INTO THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

RESULTING FROM THE CONTRACTORS FAILURE TO OBTAIN REVIEWS.

THE CONTRACTOR SHALL NOT KNOWINGLY PURCHASE OR ORDER ANY MATERIAL OR

EQUIPMENT WHOSE DELIVERY SCHEDULE COULD CAUSE THE PROJECT TO BE

DELAYED.

EXISTING CONDITIONS: CONTRACTOR SHALL BE RESPONSIBLE, AT NO ADDITIONAL

COST, FOR CORRECTING EXISTING FINISHES THAT THEY DAMAGED AND DEFECTIVE

FINISHES TO MATCH NEW FINISHES IN THE SCOPE OF WORK, INCLUDING BUT NOT

LIMITED TO: GYPSUM BOARD PANELS ON WALLS AND CEILINGS, CONCRETE

SUBSTRATES, ACOUSTICAL GRID AND CEILING PANELS, AND OTHER SIMILAR FINISH

MATERIALS. PATCH ADJACENT SURFACES OR MATERIAL IN MANNER NECESSARY TO

RESULT IN NO VISUAL DIFFERENCE BETWEEN EXISTING AND NEW SURFACE.

TEMPORARY UTILITIES: USE REASONABLE QUANTITIES FROM THE OWNERS EXISTING

WATER, SANITARY WASTE AND ELECTRICAL SYSTEMS WITHOUT METERING AND

WITHOUT PAYMENT OF USE CHARGES. CONTRACTOR SHALL PROVIDE AND PAY FOR

ALL CHARGES, INCLUDING BUT NOT LIMITED TO INSTALLATION, FOR TEMPORARY

TELEPHONE SERVICE.

CLEANING: CONTRACTOR SHALL PROVIDE DAILY AND FINAL CLEANING. CONDUCT

CLEANING AND WASTE-REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND

ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION

REGULATIONS. EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR

FINAL CLEANING. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN

AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

PROJECT CLOSE-OUT: THE CONTRACTOR SHALL COMPLETE THE FOLLOWING BEFORE

TURNING THE PROJECT OVER TO THE OWNER:

PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST), THE

VALUE OF ITEMS ON THE LIST, AND REASONS WHY THE WORK IS NOT COMPLETE.

ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS (IF ANY).

SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE

AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS.

OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE

WORK AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS,

OPERATING CERTIFICATES, AND SIMILAR RELEASES.

PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND

MAINTENANCE MANUALS, AND SIMILAR FINAL RECORD INFORMATION.

DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO

LOCATION DESIGNATED BY OWNER. LABEL WITH MANUFACTURER'S NAME AND

MODEL NUMBER WHERE APPLICABLE.

MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER.

ADVISE OWNER'S PERSONNEL OF CHANGEOVER IN SECURITY PROVISIONS.

COMPLETE STARTUP TESTING OF SYSTEMS.

SUBMIT TEST/ADJUST/BALANCE RECORDS.

TERMINATE AND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE, ALONG

WITH MOCKUPS, CONSTRUCTION TOOLS, AND SIMILAR ELEMENTS.

COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCH UP PAINTING.

TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO

ELIMINATE VISUAL DEFECTS.

CONTRACTOR GENERAL CONDITIONS NOTES DEMOLITION GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

FIELD VERIFY: ITEMS NOTED AS EXISTING TO REMAIN AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES FROM CONDITIONS INDICATED IN THE DRAWINGS.

DEMOLISH AND REMOVE EXISTING CONSTRUCTION: AS INDICATED AND TO THE EXTENT

REQUIRED TO COMPLETE THE PROPOSED CONSTRUCTION, INCLUDING SELECTIVE

DEMOLITION, CUTTING AND PATCHING. COMPLY WITH ALL GOVERNING REGULATIONS TO

COMPLETE THE WORK. ALL MEASURES NECESSARY TO ASSURE SAFE DEMOLITION OF

THE AREAS INDICATED ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

DOCUMENT EXISTING CONDITIONS: PRIOR TO AND AFTER DEMOLITION BY THOROUGHLY

PHOTOGRAPHING AREAS WHERE WORK IS TO BE UNDERTAKEN. SUBMIT DATE-

STAMPED PHOTOS TO ARCHITECT/OWNER.

CLEANING: PROVIDE DAILY AND FINAL CLEANING. CONDUCT CLEANING AND WASTE-

REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL

AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. EMPLOY

EXPERIENCED AND PROFESSIONAL CLEANING PERSONNEL. CLEAN EACH SURFACE OR

UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND

MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

BUILDING OCCUPANCY: THE OWNER OR OTHER TENANTS MAY OCCUPY PORTIONS OF

THE BUILDING IMMEDIATELY ADJACENT TO THE SELECTIVE DEMOLITION AREA.

CONDUCT SELECTIVE DEMOLITION SO OCCUPANTS OPERATIONS WILL NOT BE

DISRUPTED. PROVIDE NOT LESS THAN 72 HOURS NOTICE TO OWNER OF ACTIVITIES

THAT WILL EFFECT BUILDING OPERATIONS. MAINTAIN ACCESS TO EXISTING WALKWAYS,

CORRIDORS, STAIRS AND EXIT DOORS. DO NOT CLOSE, OBSTRUCT OR MODIFY EGRESS

ROUTES WITHOUT PERMISSION FROM THE OWNER, ARCHITECT AND AUTHORITIES

HAVING JURISDICTION.

SALVAGE ITEMS: CONTRACTOR SHALL SALVAGE DOORS, FRAMES, DOOR HARDWARE,

LIGHT FIXTURES, EXIT SIGNAGE, CEILING GRID, ACOUSTICAL CEILING PANELS, HVAC

DEVICES, PLUMBING FIXTURES AND OTHER ITEMS FOR REINSTALLATION AS INDICATED

IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL OBTAIN PERMISSION AND

COORDINATE ON-SITE STORAGE WITH THE OWNER. CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR DISPOSAL OF SALVAGED ITEMS NOT USED IN CONSTRUCTION AND

NOT CLAIMED BY OWNER AT COMPLETION OF THE WORK.

VISUAL REQUIREMENTS FOR DEMOLITION, CUTTING AND PATCHING: DO NOT CUT AND

PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING

AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED IN OCCUPIED

SPACES IN A MANNER THAT WOULD, IN THE ARCHITECT'S OPINION, REDUCE THE

BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS

BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER.

EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST

DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE

ARCHITECT AND OWNER, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED

STORAGE LOCATION. ITEMS REMOVED SHALL BE CLEANED AND REINSTALLED IN THEIR

ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.

THE CONTRACTOR SHALL OBTAIN PERMISSION AND COORDINATE ON-SITE STORAGE

WITH THE OWNER. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL COSTS

RELATED TO REPAIRING EXISTING ITEMS DAMAGED DURING DEMOLITION AND NEW

CONSTRUCTION WORK.

DUST CONTROL, OBNOXIOUS ODOR AND NOISE CONTROL MEASURES: CONTRACTOR

SHALL NOTIFY THE OWNER BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES

GENERATING THESE DISRUPTIVE EFFECTS. SUBMIT STATEMENT OR DRAWING THAT

INDICATES THE MEASURES PROPOSED FOR USE, PROPOSED LOCATIONS, AND

PROPOSED TIME FRAME FOR THEIR OPERATION. IDENTIFY OPTIONS IF PROPOSED

MEASURES ARE LATER DETERMINED TO BE INADEQUATE. NOTIFY THE OWNER PRIOR TO

COMMENCEMENT OF ACTIVITIES KNOWN TO CREATE DUST TO ALLOW THE OWNER TO

INCREASE HVAC FILTERING CAPACITY. TEMPORARY ENCLOSURES SHALL MEET THE

FOLLOWING MINIMUM REQUIREMENTS:

ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO

LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND

NOISE WHETHER OR NOT INDICATED ON DRAWINGS.

CONSTRUCT DUSTPROOF, FLOOR-TO-CEILING PARTITIONS OF NOT LESS THAN

NOMINAL 4-INCH METAL STUDS, 2 LAYERS OF 3 MIL POLYETHYLENE SHEETS, INSIDE

AND OUTSIDE TEMPORARY ENCLOSURE, 5/8-INCH GYPSUM WALLBOARD WITH

JOINTS TAPED ON OCCUPIED SIDE, AND ½ INCH FRT PLYWOOD ON CONSTRUCTION

SIDE.

INSULATE PARTITIONS TO PROVIDE NOISE PROTECTION TO OCCUPIED AREAS.

SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH DUSTPROOF DOORS AND

SECURITY LOCKS.

PROTECT AIR-HANDLING EQUIPMENT.

WEATHERSTRIP OPENINGS.

FUMES SHALL BE REMOVED WITH EXHAUST FANS VENTED TO OUTSIDE OF THE

BUILDING OR BY DIRECT CONNECTION TO EQUIPMENT THAT IS VENTED OUTSIDE.

THERMAL AND MOISTURE PROTECTION: PROVIDE TEMPORARY PROTECTION FOR

PORTIONS OF THE EXISTING BUILDING WHICH ARE EXPOSED TO THE OUTSIDE

ENVIRONMENT AS A RESULT OF THE DEMOLITION PROCESS.

TEMPORARY FACILITIES: REMOVE ALL UPON COMPLETION OF WORK, UNLESS

SPECIFICALLY INDICATED TO REMAIN.

STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPECIAL SYSTEMS

DRAWINGS: REVIEW AND COORDINATE DEMOLITION WORK INDICATED ON THESE

DRAWINGS.

HAZARDOUS MATERIALS: IF THE PRESENCE OF HAZARDOUS MATERIAL OR SUSPECTED

HAZARDOUS MATERIAL IS ENCOUNTERED DURING THE PROCESS OF DEMOLITION

OPERATIONS NOTIFY ARCHITECT/ENGINEER IMMEDIATELY AND COMPLY WITH OSHA

REGULATIONS RELATED TO WORK IN THAT AREA.

ASBESTOS: IF SUSPECTED ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED, CEASE

WORK IN THAT AREA AND NOTIFY THE GENERAL CONTRACTOR AND OWNER

IMMEDIATELY.

FIRE EXTINGUISHERS: PROVIDE FIRE EXTINGUISHERS THROUGHOUT THE DEMOLITION

AREA AS REQUIRED BY CODE FOR THE DURATION OF WORK.

DEMOLITION GENERAL NOTES - STRUCTURAL

1.

2.

3.

CONSULTING ENGINEER SERVICES: RETAIN TO REVIEW THE STRUCTURAL DEMOLITION

PROCEDURES AND TO VERIFY THE INTEGRITY OF THE BUILDING STRUCTURE DURING

THE DEMOLITION WORK. REFER TO STRUCUTRAL DEMOLITION DRAWINGS FOR

STRUCTURAL DEMOLITION EXTENT AND SCOPE.

CUTTING: DO NOT CUT STRUCTURAL ELEMENTS IN A MANNER RESULTING IN A

REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER OF ALL

STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED FROM

THE ARCHITECT/STRUCTURAL ENGINEER. REFER TO STRUCUTRAL DEMOLITION

DRAWINGS FOR MORE INFORMATION.

TEMPORARY SHORING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,

BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT

MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION TO REMAIN. PERFORM

DEMOLITION OPERATIONS TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT

OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. STRENGTHEN OR ADD NEW

SUPPORTS WHEN REQUIRED DURING PROGRESS OF SELECTIVE DEMOLITION. REFER TO

STRUCTURAL DEMOLITION DRAWINS FOR MORE INFORMATION.

DEMOLITION GENERAL NOTES - BUILDING SYSTEMS & UTILITIES

1.

2.

3.

4.

5.

6.

7.

EXISTING UTILITIES: EXISTING UTILITIES INDICATED TO BE REMOVED SHALL BE CUT AND

CAPPED WITHIN OR AT THE BOUNDARY OF THE DEMOLITION AREA. IDENTIFY ALL

UTILITIES TO BE CUT AND CAPPED BY OTHERS. VERIFY THAT DESIGNATED UTILITIES ARE

NOT IN SERVICE PRIOR TO THE START OF DEMOLITION. EXISTING UTILITIES SERVING

EQUIPMENT WHICH IS TO REMAIN OR WHICH SERVES ADJACENT AREAS SHALL BE

MAINTAINED.

TELEPHONE, DATA AND ELECTRICAL: REMOVE EXISTING TELEPHONE, DATA AND

ELECTRICAL BOXES, DEVICES, WIRING, RACEWAYS AND CABLING WHERE INDICATED,

NOT USED IN NEW CONSTRUCTION OR ABANDONED. TERMINATE WIRING AND CABLING

AT ORIGINAL PANEL(S).

PLUMBING: WHERE INDICATED DEMOLISH AND REMOVE EXISTING PLUMBING FIXTURES

INCLUDING CASEWORK, HANGERS, AND OTHER SUPPORTING ITEMS. CAP ALL PIPING AS

REQUIRED BY APPLICABLE CODES AND REGULATIONS. UNDERGROUND PIPING SHALL BE

CAPPED BELOW THE FLOOR AND THE SLAB REPAIRED TO ORIGINAL CONDITION.

REQUEST FOR UTILITY INTERRUPTION: WHERE UTILITIES ARE TO BE INTERRUPTED,

SUBMIT A REQUEST FOR UTILITY INTERRUPTION FOR REVIEW AND APPROVAL BY THE

OWNER. PROVIDE 72 HOURS MINIMUM ADVANCE NOTICE.

SMOKE AND FIRE ALARM SYSTEMS: MAINTAIN EXISTING ALARM SYSTEMS INDICATED TO

REMAIN. PROTECT DEVICES AGAINST DAMAGE, INCLUDING DUST PROTECTION. WHERE

REQUIRED BY THE AUTHORITY HAVING JURISDICTION, MAINTAIN ALARM SYSTEMS IN

SERVICE DURING DEMOLITION OPERATIONS. NOTIFY THE OWNER 24 HOURS IN ADVANCE

OF ANY WORK ON THE EXISTING SYSTEMS AND 72 HOURS IN ADVANCE OF AFTER

HOURS ALARM TESTING.

UTILITIES NOT INDICATED ON THE DRAWINGS: NOTIFY THE OWNER OF ANY

UNRECORDED UTILITIES REVEALED DURING DEMOLITION. DOCUMENT LOCATIONS AND

OBTAIN FURTHER DIRECTION PRIOR TO COMMENCING WITH ADDITIONAL DEMOLITION

WORK.

ACCESS PANELS: MAINTAIN EXISTING OR PROVIDE NEW ACCESS PANELS AT WALLS AND

NON-ACCESSIBLE CEILINGS TO GAIN ACCESS TO VALVES, EQUIPMENT OR OTHER

CONTROLS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,

WHICH INCLUDES THE DRAWINGS AND THE PROJECT SPECIFICATIONS CONTAINED IN THE

PROJECT MANUAL. THE SPECIFICATIONS INCLUDE ADDITIONAL INFORMATION AND

REQUIREMENTS WHICH AUGMENT THE DRAWINGS.

ALL DOCUMENTS ARE COMPLIMENTARY AND NEITHER THE DRAWINGS NOR THE

SPECIFICATIONS TAKE PRECEDENCE OVER THE OTHER.

EXISTING BUILDING DRAWINGS HAVE BEEN PREPARED FROM ARCHIVAL BUILDING

DRAWINGS AND SUCH DRAWINGS MAY CONTAIN DISCREPANCIES AND OMISSIONS DUE TO

CONCEALED CONDITIONS, INACCURACIES IN THE ORIGINAL DOCUMENTS, INACCESSIBLE

LOCATIONS, UNRECORDED BUILDING ALTERATIONS AND OTHER CONFLICTING

INFORMATION. VERIFY FIELD CONDITIONS BEFORE COMMENCING WITH THE WORK. NOTIFY

ARCHITECT/ENGINEER IF FIELD CONDITIONS CONFLICT WITH PROPOSED WORK. EXISTING

CONDITIONS SHOWN OUTSIDE OF THE CONTRACT AREA IS RELATIVE AND FOR REFERENCE

ONLY.

IT IS THE INTENT THAT CONSTRUCTION COMPLY WITH ALL APPLICABLE CODES AND LAWS

INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA). SHOULD ANY CONTRACTOR

NOTICE DRAWINGS OR WORK THAT HE/SHE BELIEVES IS NON-COMPLIANT, NOTIFY THE

ARCHITECT/ENGINEER IMMEDIATELY FOR REVIEW AND CORRECTIVE ACTION.

DO NOT SCALE THE DRAWINGS AS THEY ARE NOT NECESSARILY TO SCALE. THE

CONTRACTOR SHALL LAY OUT ALL GRIDS AND/OR MAJOR DIMENSIONS PRIOR TO THE

START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT/ENGINEER

SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCEMENT OF THE WORK.

EXPLICIT DIMENSIONS HAVE PRECEDENCE OVER SCALE. CONTRACTOR SHALL INSTALL THE

WORK IN ACCORDANCE WITH DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS.

SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO

THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER

TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPECIAL SYSTEM

DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS.

THE ARCHITECTURAL DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPECIAL SYSTEM DRAWINGS IN

DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE

INSTALLATION OF THESE OTHER SYSTEMS.

ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS.

NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. ALL

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED ON

RELATED DRAWINGS AND DETAILS.

SECTION AND DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN AND

REFERENCED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE

WORK. "TYPICAL (TYP)" MEANS THE CONDITIONS ARE THE SAME FOR ALL SIMILAR

CONDITIONS UNLESS NOTED OTHERWISE.

SUBMIT IN WRITING ALL DRAWING AND SPECIFICATION RELATED QUESTIONS,

CLARIFICATIONS, SUBSTITUTIONS AND REQUEST FOR CHANGES TO THE

ARCHITECT/ENGINEER AND OWNER, FOLLOW PROCEDURES OUTLINED WITHIN THE

GENERAL CONDITIONS.

DETAILS, SYSTEMS, AND/OR MATERIALS WHICH ARE PROPOSED TO BE CHANGED SHALL BE

SUBMITTED FOR APPROVAL AND REVIEWED BY THE ARCHITECT/ENGINEER AND OWNER

PRIOR TO COMPLETION AND SUBMISSION OF SHOP DRAWINGS. SUBMITTAL OF PROPOSED

SUBSTITUTIONS RESULTING IN AN AESTHETIC CHANGE SHALL NOT BE APPROVED.

REFER TO THE LIFE SAFETY DRAWINGS FOR SPECIFIC INFORMATION RELATED TO

OCCUPANT COUNTS, EXITING, AND WALL RATINGS.

PROVIDE FIRE EXTINGUISHERS THROUGH THE DEMOLITION AND CONSTRUCTION AREA AS

REQUIRED BY CODE FOR THE DURATION OF WORK. REMOVED AT THE END OF

CONSTRUCTION AND REPLACE WITH NEW.

FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS OTHERWISE NOTED.

REFER TO ELEVATIONS AND SECTIONS FOR FINISH FLOOR ELEVATIONS.

GENERAL PROJECT NOTES

CODE REQUIRED SIGNAGE

1.

2.

3.

EXIT SIGNS ARE REQUIRED AT EXITS, EXIT ACCESS DOORS AND PATH OF EGRESS

TRAVEL PLACEMENT: 100-FEET, OR LISTED VIEWING DISTANCE OF SIGN

RAISED CHARACTER AND BRAILLE EXIT DOOR SIGNS ARE REQUIRED ADJACENT TO EACH

DOOR TO AN AREA OF REFUGE, EXTERIOR AREA FOR RESCUE ASSISTANCE, EXIT STAIR

OR RAMP, EXIT PASSAGEWAY AND EXIT DISCHARGE, NOT REQUIRED TO BE ILLUMINATED.

SIGNAGE THAT REQUIRES ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY.

1. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID

MOLECULAR BREAKDOWN.

METAL

22204 SF

AREA 1

16507 SF

AREA 2

17851 SF

AREA 3

BUILDING AREA LEGEND

AREA 1

AREA 2

AREA 3

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS (AS AMENDED) - CHAPTER 8 (LEVEL 2 ALTERATION)

2021 MICHIGAN BUILDING CODE (MBC) (AS AMENDED)

2021 MICHIGAN MECHANICAL CODE (AS AMENDED)

2021 MICHIGAN PLUMBING CODE (AS AMENDED)

2023 NATIONAL ELECTRIC CODE (NEC) (AS AMENDED - MICHIGAN AMENDMENTS PART 8 RULES)

2021 MICHIGAN COMMERCIAL ENERGY CODE

INTERNATIONAL ENERGY CONSERVATION CODE - 2021, SECTION 501.1

ANSI/ASHRAE/IESNA STANDARD 90.1-2019 (AS AMENDED)

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL FUEL GAS CODE

2019 MICHIGAN FIRE ALARM CODE (NFPA 72 - 2019)

2019 MICHIGAN EMERGENCY AND STANDBY POWER CODE (NFPA 110 - 2019)

BARRIER FREE REQUIREMENTS:

AMERICANS WITH DISABILITIES ACT (ADAAG)

MBC-2021, CHAPTER 11

ACCESSIBILITY-STATE LAW CRS 9-5 & ICC A117.1-2017, EXCEPT SECTION 611 & 707

BUILDING - SUMMARY

ORIGINAL CONSTRUCTION: YEAR CONSTRUCTED: 1999

PERFORMING ARTS ADDITION: YEAR CONSTRUCTED: 2013

OCCUPANCY TYPE: E - EDUCATION (PRE-KINDERGARTEN AND 1ST - 8TH GRADES)

CONSTRUCTION TYPE: ORIGINAL CONSTRUCTION: ASSUMED II-B (NON-SPRINKLERED)

PERFORMING ART ADDITION: II-B (SPRINKLERED)

FIRE PROTECTION SPRINKLER SYSTEM (FPSS): NFPA 13 FULLY SPRINKLERED - ADDITION ONLY (SEPARATE RISER)

FIRE ALARM SYSTEM: PROVIDED

FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS

MBC-TABLE 601 / 602: TYPE II-B CONSTRUCTION, NON-SPRINKLERED (ORIGINAL CONSTRUCTION)

ITEM RATING (HOURS) REMARKS

STRUCTURAL FRAME 0 MBC-TABLE 601

BEARING WALLS

EXTERIOR 0 MBC-TABLE 601

INTERIOR 0 MBC-TABLE 601

NON-BEARING WALLS

EXTERIOR 0 MBC-TABLE 602 (FIRE SEPARATION > 30')

INTERIOR 0 MBC-TABLE 601

FLOOR CONSTRUCTION 0 MBC-TABLE 601

SECONDARY MEMBERS 0 MBC-TABLE 601

ROOF CONSTRUCTION 0 MBC-TABLE 601

CORRIDORS 1 (EXISTING) MBC-TABLE 1020.2 (OCCUPANT LOAD SERVED > 30)

EGRESS CORRIDORS - FIRE PARTITIONS WITH SMOKE

TIGHT CONSTRUCTION

FIRE BARRIER SEPARATIONS 2 (EXISTING) MBC-508.4.4.1 / TABLE 508.4

BUILDING HEIGHT / STORIES

ALLOWABLE BUILDING HEIGHT 55-FT ABOVE GRADE PLANE (NON-SPRINKLERED) MBC-TABLE 504.3

ALLOWABLE STORIES 2 STORIES (NON-SPRINKLERED) - E MBC-TABLE 504.4

BUILDING AREA

EXISTING GROSS BUILDING AREAS:

AREA EXISTING AREA RENOVATION AREA

AREA 1 22,204 GSF 278 SF (TLT RMS)

AREA 2 16,507 GSF 0 SF

AREA 3 17,851 GSF 0 SF

GROSS FLOOR: ONE-STORY 56,562 GSF

BUILDING OCCUPANCY MBC-TABLE 1004.1.2

E - EDUCATION: UNCHANGED

EXIT TRAVEL DISTANCES

USE GROUP COMMON PATH OF TRAVEL (MBC-T 1006.2.1) EXIT ACCESS (MBC-T 1017.2)

E - EDUCATION (NON0SPRINKLERED) 75 FT 200 FT

E - EDUCATION (SPRINKLERED) 75 FT 250 FT

DEAD END CORRIDOR LENGTH 20 FT (NON-SPRINKLERED) MBC-SECTION 1020.5

50 FT (SPRINKLERED)

INTERIOR FINISHES MBC-TABLE 803.13

GROUP-E GROUP-E

USE GROUPS (NON-SPRINKLERED) (SPRINKLERED)

EXIT STAIRWAYS & PASSAGEWAYS A B

CORRIDORS & ENCLOSURES FOR EXIT ACCESS STAIRS B C

ROOMS & ENCLOSED SPACES C C

CLASSES OF INTERIOR WALL AND CEILING FINISHES

CLASS FLAMESPREAD SMOKE DEVELOPMENT INDEX MBC-SECTION 803

A 0-25 0-450 B 26-75 0-450 C 76-200 0-450

ROOF ASSEMBLY CLASSIFICATION:

CONSTRUCTION TYPE II-B REQUIRES MIN. CLASS-C ROOF ASSEMBLY MBC-SECTION 1505

PLUMBING FIXTURES:

BUILDING OCCUPANCY REMAINS UNCHANGED.

EXISTING FIXTURES TO REMAIN, EXCEPT 1 LAVATORY TO BE RELOCATED:

EXISTING PRE-KINDERGARTEN TOILET ROOM UPDATED WITH FIXTURES IN SAME LOCATIONS, EXCEPT ONE

LAVATORY RELOCATED TO INCREASE ACCESSIBILITY FROM SIDE WALL.

NEW FIXTURES ADDED TO INCREASE FIXTURE QUANTITY AND MEET PRE-KINDERGARTEN CLASSROOM REQ'S:

RENOVATION OF OFFICE/SENSORY ROOM TO PROVIDE PRE-KINDERGARTEN CLASSROOM WITH TOILET

FIXTURES AND PROVIDE ONE BARRIER FREE ACCESSIBLE UNISEX TOILET ROOM

SERVICE SINKS ARE EXISTING TO REMAIN.

DRINKING FOUNTAINS RE EXISTING TO REMAIN.

BUILDING CODE REVIEW SUMMARY (BASED ON 2021 INTERNATIONAL CODES) LIFE SAFETY PLAN GENERAL NOTES 1.

2.

3.

4.

ALL CONSTRUCTION SHALL BE PROTECTED AS INDICATED ON THE

LIFE SAFETY DRAWINGS AND CODE SUMMARY. IF A DISCREPANCY

EXISTS BETWEEN THE INFORMATION CONTAINED ON THESE SHEETS

AND ON THE DETAILS, OR ELSEWHERE IN THE DOCUMENTS,

CONSULT ARCHITECT.

REFER TO LEGEND FOR RATING AND TYPE OF WALL SEPARATION

REQUIRED. WALL TYPE FIRE RESISTIVE RATINGS ARE TO BE

CONTINUOUS FOR THE ENTIRE LENGTH AND HEIGHT OF THE

PARTITION.

FLOOR/CEILING AND ROOF/CEILING RATINGS ARE AS INDICATED ON

THE CODE SUMMARY. CONTINUITY OF PROTECTION SHALL BE

ASSUMED FOR THE ENTIRE LENGTH AND HEIGHT OF CONSTRUCTION

INDICATED.

ALL RECESSED CABINETS, PANELS, AND BOXES LOCATED IN FIRE

RATED ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN THE FIRE

RATING. INCLUDE INTUMESCENT FIRE STOP PADS FOR LARGE ITEMS.

1.

2.

3.

FIRE AND SMOKE RATED ASSEMBLIES ARE TO BE CONTINUOUS FOR

THE ENTIRE LENGTH AND HEIGHT OF THE ASSEMBLY. INSTALL IN FULL

ACCORDANCE WITH ALL REQUIREMENTS PER THE LISTED TEST.

REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR

CONSTRUCTION DETAILS AND OTHER INFORMATION.

STRUCTURAL MEMBERS WHICH SUPPORT FIRE RATED WALLS

REQUIRE THE SAME FIRE RATING AS THE WALL, UNLESS NOTED

OTHERWISE.

RECESSED CABINETS, PANELS, AND BACK BOXES WHICH ARE

LOCATED IN FIRE RATED ASSEMBLIES SHALL BE INSTALLED TO

MAINTAIN THE FIRE RATING. INCLUDE INTUMESCENT FIRE STOP PADS

FOR LARGE ITEMS.

FIRE AND SMOKE RATED ASSEMBLIES

PENETRATIONS

1.

2.

3.

SEAL ALL UTILITY AND STRUCTURAL STEEL PENETRATIONS AS

FOLLOWS:

FIRE RATED WALLS: THROUGH PENETRATION FIRE STOPPING

SYSTEM, MATCH FIRE RATING OF THE WALL

NON-RATED WALLS: FILL VOIDS/ANNULAR SPACES WITH MINERAL

WOOL INSULATION AND APPLY ACOUSTICAL SEALANT TO BOTH

SIDES OF WALL. EXCEPTIONS: CONDUIT SLEEVES AND ELECTRICAL

BUSWAYS SHALL RECEIVE A ONE HOUR THROUGH PENETRATION

FIRE STOPPING SYSTEM

SMOKE BARRIERS: SMOKE AND FIRESTOPPING SYSTEM, TESTED

AND APPROVED PER CODE REQUIREMENTS

SOUND RATED ASSEMBLIES: ACOUSTICAL SEALANT BOTH SIDES

OF WALL, REFER TO SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS

UTILITY PENETRATIONS SHALL INCLUDE ALL BUILDING SYSTEMS

INCLUDING BUT NOT LIMITED TO: PIPING, DUCTWORK, CONDUIT,

SLEEVES/TRAYS FOR LOW VOLTAGE CABLES AND ELECTRICAL

BUSWAYS.

FIRE RESISTIVE JOINT SEALANTS AND SPRAYS SHALL COMPLETELY

COVER MINERAL WOOL WITH THICKNESS APPLICATION PER

MANUFACTURER'S DIRECTIONS TO SATISFY FIRE RATING. OVERLAP

ONTO WALL, DECK OR OTHER ADJACENT CONSTRUCTION AS

REQUIRED BY THE MANUFACTURER.

EGRESS LEGEND

EXIT DOORS SWING IN THE DIRECTION OF EGRESS

AND HAVE EXIT SIGN WITH PANIC HARDWARE

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

FIRE RATING LEGEND

SYMBOL FIRE RATING

(HOUR)

DRAWN BY

SHEET TITLE

PROJECT MANAGER

QUALCHECK

DESIGNED BY

PROJECT #

SHEET NUMBER

1"=1000'-0" 0 1000' 2000'

1"=500'-0" 0 500' 1000'

1"=400'-0" 0 400' 800'

1"=200'-0" 0 200' 400'

1"=100'-0" 0 100' 200'

1"=80'-0" 0 80' 160'

1"=60'-0" 0 60' 120'

1"=50'-0" 0 50' 100'

1"=40'-0" 0 40' 80'

1"=30'-0" 0 30' 60'

1"=20'-0" 0 20' 40'

1"=10'-0" 0 10' 20'

16"=1'-0"

0 16' 32'

32"=1'-0" 0 16' 32'

8"=1'-0"

0 8' 16'

16"=1'-0" 0 8' 16'

4"=1'-0"

0 4' 8'

8"=1'-0" 0 4' 8'

2"=1'-0"

0 2' 4'

4"=1'-0" 0 2' 4'

1"=1'-0" 0 1' 2'0 1' 2'

"=1'-0"1 21 1

32"=1'-0" 0 32' 64'

G H

AF

AR

I A

SS

O C

IA

TE

S

REGISTRATION SEAL

CONSULTANT INFORMATION

westmichiganacademy.org www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

A. NELSON

3/

/2

:3 9:

A

M

2500303

A. NELSON

A. NELSON

GO0-00-02

A. ECKERT

Pre-K and Art Room Improvements

17350 Hazel Street Spring Lake, MI 49456

GENERAL INFORMATION

PROJECT INFORMATION

AND CODE SUMMARY

00-0-06

NOT FOR

CONSTRUCTIO

N

SCALE:

NORTH

1/32" = 1'-0"

BUILDING AREAS

REV DATE DOC REL ## - DESCRIPTION

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED, SELF

SUPPORTING, STABLE STRUCTURE .

THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION.

IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND

CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE STABILITY AND

SAFETY OF THE STRUCTURE, ITS COMPONENT PARTS,

AND PROTECTION OF SURROUNDING EXISTING PROPERTY AND UTILITIES. THIS SHALL INCLUDE, BUT

NOT BE LIMITED TO: PROTECTION OF SUBGRADE FROM FREEZING CONDITIONS, BRACING,

SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES,

AND PARTIALLY COMPLETED WORK, OBSERVATION VISIT TO THE SITE BY THE STRUCTURAL

ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

GHAFARI SHALL NOT BE RESPONSIBLE IN ANY WAY FOR CONSTRUCTION MEANS ,

METHODS, SEQUENCES, OR PROCEDURES SINCE THESE ARE THE CONTRACTORS

SOLE RESPONSIBILITY UNDER THE CONTRACT.

THE SPECIFICATIONS ARE INTENDED TO AUGMENT THE STRUCTURAL DRAWINGS AND ARE AN

INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS. SHOULD THE DRAWINGS DIFFER FROM

THE SPECIFICATIONS, NOTIFY THE ENGINEER FOR CLARIFICATION. FOR PRICING PURPOSES,

ASSUME THE DRAWINGS GOVERN.

PROJECT DESIGN BASIS IS IN ACCORDANCE WITH THE LATEST CODES AND

STANDARDS:

BUILDING CODE:

MICHIGAN BUILDING CODE

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7

STRUCTURAL STEEL:

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (AISC)

SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 341)

STRUCTURAL CONCRETE:

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)

CONCRETE MASONRY:

BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (TMS 402/602)

ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE SECTIONS OF OSHA AND

THE LOCAL GOVERNING SAFETY CODES.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE STRUCTURAL WORK IN

CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, SITE, AND ELECTRICAL DRAWINGS.

GEOTECHNICAL REPORT IS NOT AVAILABLE FOR THIS PROJECT. THE FOUNDATIONS WERE DESIGNED

FOR AN ASSUMED 1,500PSF SOIL BEARING CAPACITY. THE CONTRACTOR SHALL REVIEW THEIR

PROPOSED SITE CONSTRUCTION WORK PLAN WITH THE GEOTECHNICAL ENGINEER TO VERIFY THAT IT IS ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND CONSIDERATIONS.

USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR WILL NOT BE

PERMITTED.

UNLESS OTHERWISE NOTED, ALL DETAILS, SECTIONS AND NOTES ON THE DRAWINGS ARE

INTENDED TO BE TYPICAL FOR SIMILAR CONDITIONS ELSEWHERE.

SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED BY THE CONTRACTOR, PRIOR TO SUBMITTING TO THE ENGINEER.

SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY THE

ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL RELEVANT DIMENSIONS AND ELEVATIONS

FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED MANUFACTURERS CERTIFIED EQUIPMENT

DRAWINGS. CONTRACTOR SHALL VERIFY EQUIPMENT WEIGHT, OPENING SIZES,AND LOCATIONS

INDICATED ON THE STRUCTURAL DRAWINGS WITH DOCUMENTS FROM OTHER DISCIPLINES AND

NOTIFY ENGINEER OF ANY DISCREPANCIES.

ALL SUBMITTALS REVIEWED BY THE STRUCTURAL ENGINEER ARE REVIEWED FOR

GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE

FABRICATOR VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS

AND SPECIFICATIONS, ALL OR WHICH HAVE PRIORITY OVER SUBMITTALS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

GENERAL STRUCTURAL NOTES:

BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE PREMISES

AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS, TEMPORARY CONSTRUCTION

REQUIRED, QUANTITIES AND TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL SUMS

REQUIRED TO DO THE WORK WITHIN THE EXISTING CONDITIONS.

FIELD VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND ELEVATIONS FOR CONFORMANCE

WITH THE DRAWINGS. ALL DISCREPANCIES SHALL BE DOCUMENTED AND IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO PROCEEDING WITH

THE WORK.

WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE

TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND

DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND IS NO LONGER

NECESSARY.

EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED. WHERE

SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE

SATISFACTION OF THE OWNERS REPRESENTATIVE.

THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND ELEVATION OF

UNDERGROUND UTILITIES IN DEMOLITION AREAS BEFORE PROCEEDING WITH THE WORK.

DURING EXECUTION OF WORK, PROVIDE TEMPORARY SUPPORTS, SHORING AND/OR

PROTECTION AS REQUIRED FOR EXISTING UNDERGROUND UTILITIES.

PROVIDE FIRE SAFETY PRECAUTIONS DURING FIELD CUTTING AND WELDING OPERATIONS,

MEETING THE OWNERS REQUIREMENTS.

CONTRACTOR TO COORDINATE WORK WITH PLANT PERSONNEL TO AVOID ANY INTERFERENCE IN

PRODUCTION OPERATIONS.

1.

2.

3.

4.

5.

6.

7.

EXISTING CONSTRUCTION - UNLESS OTHERWISE NOTED

DESIGN LOADS FOR NEW STRUCTURAL ELEMENTS

ROOF AND SNOW LOADS:

FLAT ROOF SNOW LOAD (Pf) MINIMUM ROOF LIVE LOAD (Lr)

SNOW DRIFTING PER IBC BASED ON THE FOLLOWING:

GROUND SNOW LOAD (Pg) SNOW EXPOSURE FACTOR (Ce)

SNOW LOAD IMPORTANCE FACTOR (I)

THERMAL FACTOR (Ct)

WIND LOADS:

ULTIMATE DESIGN WIND SPEED (Vult)

RISK CATEGORY

WIND EXPOSURE CATEGORY

TOPOGRAPHIC FACTOR

INTERNAL PRESSURE COEFFICIENT (GCPi)

SEISMIC LOADS:

RISK CATEGORY

SEISMIC DESIGN CATEGORY

MAPPED SPECTRAL RESPONSE ACCELERATION (Ss)

MAPPED SPECTRAL RESPONSE ACCELERATION (S1)

SITE CLASS

DESIGN SPECTRAL RESPONSE ACCELERATION (Sds) DESIGN SPECTRAL RESPONSE ACCELERATION (Sd1) SEISMIC IMPORTANCE FACTOR (Ie)

ANALYSIS PROCEDURE

RESPONSE MODIFICATION FACTORS

SEISMIC FORCE-RESISTING SYSTEM

43 PSF

20 PSF

50 PSF

1.0 1.1 1.1

114 MPH

III

C 1.0 +/- 0.18

III

B 0.075 0.046

D (DEFAULT)

0.08 0.073 1.25

EQUIVALENT LATERAL FORCE

NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE

ALL FOOTINGS SHALL BE PLACED ON TO UNDISTURBED NATURAL SUBGRADE, AS VERIFIED BY THE

QUALIFIED GEOTECHNICAL ENGINEER RETAINED BY THE OWNER. FOOTING ELEVATIONS SHOWN

DESIGNATE A MINIMUM DEPTH OF FOOTINGS WHERE A SAFE SOIL BEARING PRESSURE OF 1,500 PSF FOR COLUMN FOOTINGS IS EXPECTED TO BE OBTAINED. IF SUBGRADE IS DEEMED UNSUITABLE, EXTEND EXCAVATION TO SUITABLE, UNDISTURBED NATURAL SUBGRADE. BACKFILL WITH COMPACTED ENGINEERED FILL OR PLAIN CONCRETE AS DETERMINED BY THE OWNER RETAINED GEOTECHNICAL

ENGINEER.

THE CONTRACTOR SHALL PROTECT NEW AND EXISTING UTILITIES FROM DAMAGE. METHODS OF

PROTECTION SHALL BE APPROVED BY THE UTILITY.

ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER RETAINED BY THE OWNER. GEOTECHNICAL ENGINEER SHALL CONFIRM BEARING STRATUM AT EACH FOUNDATION IS AS ASSUMED IN THE REPORT, AND THE BEARING CAPACITY MEETS OR

EXCEEDS THE RECOMMENDED VALUE.

FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED

OTHERWISE ON THE DRAWINGS.

FOOTINGS SHALL NOT BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING FREE WATER,

FROST OR ICE.

CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ASSURE PROPER DIMENSIONS

AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, ETC.

EXCAVATED MATERIAL SHALL BE LEGALLY DISPOSED OF OFF OF THE OWNERS PROPERTY.

CONTRACTOR SHALL FURNISH ALL REQUIRED DEWATERING EQUIPMENT TO MAINTAIN A DRY

EXCAVATION UNTIL BACKFILL IS COMPLETE.

1.

2.

3.

4.

5.

6.

7.

8.

FOUNDATIONS - UNLESS OTHERWISE NOTED:

ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE

INSTITUTE PUBLICATIONS: ACI 301, ACI 311, ACI 315, ACI 318, ACI 347, ACI 304.

ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL. CONFORMING TO ASTM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE FURNISHED SHALL CONFORM TO

TYPICAL DETAILS IN THE LATEST ACI STANDARD 315 DETAILING MANUAL.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH MINIMUM 8" LAP.

PRINCIPAL REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE PROTECTION.

A. SURFACES NOT FORMED

B. FORMED SURFACES IN CONTACT WITH SOIL OR WATER

C. BEAMS, GIRDERS, AND COLUMNS

D. WALLS (INTERIOR SURFACES ONLY)

NOTES:

1. MIN CLEAR COVER = db TOP, BOTTOM, & SIDES

2. MIN BAR SPACING = 3db

3. FOR CLASS A TENSION LAP SPLICES, USE 1.0 x ABOVE VALUES.

FOR CLASS B TENSION LAP SPLICES, USE 1.3 x ABOVE VALUES.

CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33.

ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH AS NOTED BELOW:

A. FOOTINGS AND FOUNDATIONS:

B. SLAB ON GRADE:

D. EXTERIOR CONCRETE:

ALL EXTERIOR CONCRETE INCLUDING WALLS SHALL BE AIR-ENTRAINED.

THE CONTRACTOR SHALL SUBMIT THE CONCRETE MIX DESIGNS INCLUDING AGGREGATE

GRADATIONS, WATER-CEMENT RATIOS, THEORETICAL YIELD, CEMENT DATA AND CYLINDER

STRENGTH TEST RESULTS FOR THE CONCRETE.

THE CONTRACTOR SHALL PREPARE AND SUBMIT REINFORCEMENT SHOP DRAWINGS TO THE

ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL CLEARLY SHOW

ALL REINFORCEMENT LENGTHS AND BENDS, LOCATIONS OF ALL BARS, METHODS OF SUPPORT,

DETAILS OF PLACEMENT AND PLACEMENT COORDINATION WITH FORM-WORK, EMBEDMENTS,

CONCRETE VIBRATION AND CONSTRUCTION JOINTS. THE DRAWINGS SHALL ALSO INDICATE ALL

OPENINGS, SLEEVES, CURBS AND CONCRETE DIMENSIONS IN ACCORDANCE WITH ACI 315.

LOCATIONS OF LAPS, ANCHORAGES AND SPLICES SHALL BE IN ACCORDANCE WITH THE

CONSTRUCTION JOINT LOCATIONS AND DETAILS AND AS SHOWN ON THE REINFORCING STEEL

SHOP DRAWINGS. ALL LAP SPLICES ARE TO BE ACI CLASS B SPLICES. WHERE BARS OF

DIFFERENT SIZES LAP, PROVIDE LAP SPLICE LENGTH FOR LARGER BAR.

WHERE A 90, 135, OR 180 DEGREE HOOK IS GRAPHICALLY SHOWN ON THE DRAWINGS, PROVIDE

AN ACI STANDARD 90, 135, OR 180 DEGREE HOOK RESPECTIVELY.

PROVIDE 3/4" CHAMFER STRIP AT ALL EXPOSED CORNERS OF CONCRETE WALLS, INCLUDING

EXPOSED CORNERS OF CONCRETE PIERS.

EMBEDDED ITEMS:

A. LOCATE ALL SLEEVES, OPENINGS AND EMBEDDED ITEMS, ETC., AS INDICATED ON THE

DRAWINGS. THE CONCRETE CONTRACTOR SHALL CHECK WITH OTHER TRADES TO MAKE

SURE THE SLEEVES, OPENINGS AND EMBEDDED ITEMS THAT ARE TO BE PROVIDED AND SET

BY THEM ARE IN PLACE PRIOR TO PLACING OF CONCRETE IN THE AREA INVOLVED.

B. EMBEDMENTS IN CONCRETE NOT INDICATED ON STRUCTURAL DRAWINGS SHALL NOT BE

ALLOWED TO BE PLACED IN CONCRETE SLABS, COLUMNS, WALLS OR OTHER…