William Bandle Jr. Re-Model O'Reilly Auto Parts Store - Bid Room

DISTRIBUTIONS:

OWNER REVIEW

02/08/13

PERMIT/BID

02/21/13

William Bandle Jr.

License #4914

Exp. Date: 06/30/13

Professional of Record

Re-Model O'Reilly Auto Parts Store

321 SOUTH MAIN STREET

FOUNTAIN INN, SC 29644

DOOR MARK

?

WINDOW MARK

BIDDING INFORMATION

WWW.OREILLY

*CLICK ON CURRENT PROJECTS LINK

LOCATED ON SIGN IN PAGE TO VIEW

INVITED GENERAL CONTRACTORS.

DETAIL NUMBER

X

XX

DETAIL MARK

#

O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION

(FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.)

CORPORATE OFFICES

233 SOUTH PATTERSON

SPRINGFIELD, MISSOURI 65802

417-862-2674 PHONE

GRID MARK

SHEET NUMBER

ALL SUB-CONTRACTOR BIDS TO BE

SUBMITTED TO INVITED GENERAL

CONTRACTORS ONLY.

AFF

AC

A/C

ALT

AL

ALUM

AB

ARCH

BSMT

BRG

BM

BEL

BLK

BLKG

BD

BW

BOT

BF

BOF

BRK

BLDG

BUR

CAB

CLG

CL

C/O

CC

CLR

COL

CONC

CMU

CONST

CONTR

CONT

CNTR

CFL

CISK

CRS

CF

CY

DL

DEM

DTL

DIAG

DIAM

DIM

DR

DS

D

DWG

DF

E

EIFS

ELEC

EWC

EL

ELEV

ELEV

EMER

EQ

EXG

EXIST

EXP

EXT

FOF

FO

FOM

FOS

FIN

FFE

FFL

FE

FEC

FT

FLG

FLR

FD

FTG

FDN

FNDN

FUR

GA

GV

GALV

GC

GL

GP

GYP

GWB

HTG

HVAC

HT

HC

HM

HK

HOR

HB

INS

ABOVE FINISHED FLOOR

ACOUSTICAL

AIR CONDITIONING

ALTERNATE

ALUMINUM

ALUMINUM

ANCHOR BOLT

ARCHITECT (URAL)

BASEMENT

BEARING

BENCH MARK

BELOW

BLOCK

BLOCKING

BOARD

BOTH WAYS

BOTTOM

BOTTOM OF FOOTING

BOTTOM OF FOOTING

BRICK

BUILDING

BUILT-UP ROOFING

CABINET

CEILING

CENTER LINE

CENTER OF

CENTER TO CENTER

CLEAR

COLUMN

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTRACTOR

CONTINUOUS

COUNTER

COUNTER FLASHING

COUNTERSUNK

COURSE(S)

CUBIC FOOT

CUBIC YARD

DEAD LOAD

DEMOLISH, DEMOLITION

DETAIL

DIAGONAL

DIAMETER

DIMENSION

DOOR

DOWN SPOUT

DRAIN

DRAWING

DRINKING FOUNTAIN

EAST

EXTERIOR INSULATION AND FINISH SYSTEM

ELECTRIC(AL)

ELECTRIC WATER COOLER

ELEVATION

ELEVATION

ELEVATOR

EMERGENCY

EQUAL

EXISTING

EXISTING

EXPOSED

EXTERIOR

FACE OF FINISH

FACE OF

FACE OF MASONRY

FACE OF STUDS

FINISH(ED)

FINISHED FLOOR ELEV.

FINISHED FLOOR LINE

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE TREATED

FLASHING

FLOOR

FLOOR DRAIN

FOOTING

FOUNDATION

FOUNDATION

FURRED(ING)

GAGE, GAUGE

GALVANIZED

GALVANIZED

GENERAL CONTRACT(OR)

GLASS, GLAZING

GYPSUM

GYPSUM

GYPSUM WALL BOARD

HEATING

HEATING/VENTILATING/AIR COND.

HEIGHT

HOLLOW CORE

HOLLOW METAL

HOOK(S)

HORIZONTAL

HOSE BIBB

INSULATE(D), (ION)

INSUL

INT

JST

JT

JNT

KIT

LH

LF

LTL

L

LL

MACH

MH

MFR

MAS

MO

MAX

MECH

MED

MBR

MET

MTL

M

MWK

MIN

MISC

MT

NOM

N

NIC

NTS

OC

OPG

OPH

OD

OO

OA

OH

PC

PNT

PTD

PKG

PLAM

PL

PWD

PVC

PSF

PSI

PT

PL

REM

RET

RH

RD

RFG

RM

RO

SNT

SLNT

SEC

SECT

SHTHG

SHT

SIM

SC

S

SF

SI

SY

STD

STO

SUS

SYM

TEL

TV

THK

T&G

TM

TOM

TS

TOS

TW

TOW

TYP

UON

UNO

VERT

VT

WSCT

WC

WWF

W

W

WIN

WO

W/O

WD

INSULATE

INTERIOR

JOIST

JOINT

JOINT

KITCHEN

LEFT HAND

LINEAL FOOT

LENGTH

LINTEL

LIVE LOAD

MACHINE

MANHOLE

MANUFACTURER

MASONRY

MASONRY OPENING

MAXIMUM

MECHANIC(AL)

MEDIUM

MODIFIED BITUMEN ROOFING

METAL

METAL

METER(S)

MILLWORK

MINIMUM

MISCELLANEOUS

MOUNT(ED), (ING)

NOMINAL

NORTH

NOT IN CONTRACT

NOT TO SCALE

ON CENTER(S)

OPENING

OPPOSITE HAND

OUTSIDE DIAMETER

OUT TO OUT

OVERALL

OVERHEAD

PIECE

PAINT(ED)

PAINT(ED)

PARKING

PLASTIC LAMINATE

PLATE

PLYWOOD

POLYVINYL CHLORIDE

POUNDS PER SQUARE FT.

POUNDS PER SQUARE IN.

PRESSURE TREATED

PROPERTY LINE

REMOVE

RETURN

RIGHT HAND

ROOF DRAIN

ROOFING

ROOM

ROUGH OPENING

SEALANT

SEALANT

SECTION

SECTION

SHEATHING

SHEET

SIMILAR

SOLID CORE

SOUTH

SQUARE FOOT

SQUARE INCH

SQUARE YARD

STANDARD

STORAGE

SUSPENDED

SYMMETRY, (ICAL)

TELEPHONE

TELEVISION

THICK(NESS)

TONGUE & GROOVE

TOP OF MASONRY

TOP OF MASONRY

TOP OF STEEL

TOP OF STEEL

TOP OF WALL

TOP OF WALL

TYPICAL

UNLESS OTHERWISE NOTED

UNLESS NOTED OTHERWISE

VERTICAL

VINYL TILE

WAINSCOT

WATER CLOSET

WELDED WIRE FABRIC

WEST

WIDTH, WIDE

WINDOW

WITHOUT

WITHOUT

WOOD

D1 / A3

JEREMY BASS

PROJECT ADMINISTRATOR

417-862-2674

2949

BUILDING OFFICIAL CONTACT NUMBER:

864-409-3334

SHEET NUMBER

COUNTY:

ZIP CODE:

GREENVILLE

29644

T1

GOVERNING CODES AND ORDINANCES

BUILDING CODE:

ACCESSIBILITY CODE:

PLUMBING CODE:

MECHANICAL CODE:

ELECTRICAL CODE:

FIRE CODE:

ENERGY CODE:

2012 IBC

ANSI A117.1

2012 IPC

2012 IMC

2011 NEC

2012 IFC

2012 IECC

ASP1

USE GROUP & CONSTRUCTION TYPE

USE GROUP:

CONSTRUCTION TYPE:

A.

B.

CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN

ARE PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION SERVICES FOR THIS PROJECT

WHICH IS THE RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR FIELD

ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE

UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT AND/OR ENGINEER DOES NOT

DELEGATE AUTHORITY TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS

AUTHENTICATED HEREIN.

DO NOT SCALE DRAWINGS. CONTACT PROFESSIONAL OF RECORD FOR CLARIFICATIONS NEEDED.

2.

THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO START OF

CONSTRUCTION, IF DISCREPANCIES ARE FOUND, THE OWNER SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO

COMMENCING WORK. NOTIFY "PROFESSIONAL OF RECORD" IF METAL STUDS ARE NOTCHED OR MANIPULATED IN ANY

MANNER TO ACCOMMODATE OVERHEAD WORK. GENERAL CONTRACTOR SHALL REVIEW ANY TENANT

CRITERIA/HANDBOOKS AND COMPLY WITH ALL REQUIREMENTS THEREOF.

3.

PRIOR TO SUBMITTING HIS BID THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY ALL DRAWINGS AND VERIFY

EXTENT OF DEMOLITION WORK (IF REQUIRED) WITH TENANT'S FIELD REPRESENTATIVE.

4.

DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY

BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. OBTAIN

OWNERS REPRESENTATIVE APPROVAL PRIOR TO PROCEEDING WITH DEVIATION FROM DETAIL(S).

5.

GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY

LOCAL AUTHORITIES, LANDLORD OR AS NECESSARY FOR PEDESTRIAN SAFETY.

6.

GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS.

CONTRACTOR SHALL NOTIFY TENANT IMMEDIATELY UPON ANY/ALL DISCREPANCIES.

7.

CONTRACTOR SHALL BE RESPONSIBLE FOR FLOOR PATCHING, LEVELING, AND PREPARATION FOR AND OF FLOOR

FINISH SUGGESTED INSTALLATION SPECIFICATIONS.

8.

PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE THEY TERMINATE OR

MEET ANY OTHER MATERIAL. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR

DRYWALLED SURFACES, UNLESS NOTED OTHERWISE.

9.

10.

11.

26.

COMBUSTIBLE INTERIOR FINISH PRODUCTS SHALL BE PROVIDED PER THE REQUIREMENTS OF THE RESPECTIVE

OCCUPANCY CHAPTER OF THE LOCAL BUILDING CODE, THAT THE PROJECT IS BEING PERMITTED UNDER. PROVIDE

VERIFICATION AT THE TIME OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMENTS.

27.

MATERIALS, EQUIPMENT, AND ASSEMBLIES SHOWN OR SPECIFIED ARE MINIMUM REQUIREMENTS OR PERFORMANCE

STANDARDS. LOCAL JURISDICTIONS MAY REQUIRE PERFORMANCE STANDARDS BEYOND THOSE SHOWN OR SPECIFIED.

FURTHERMORE, LOCAL JURISDICTIONS MAY PREVENT THE USE OF COMMONLY ACCEPTED MATERIALS. CONTRACTOR

SHALL FAMILIARIZE HIMSELF WITH ALL LOCAL REQUIREMENTS FOR LICENSING, MATERIALS, AND PERFORMANCE

STANDARDS, PRIOR TO SUBMITTING BID. ALL CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND LOCAL

REQUIREMENTS SHALL BE BROUGHT TO THE OWNER'S ATTENTION AND RESOLVED, BY MUTUAL AGREEMENT, PRIOR TO

SUBMISSION OF BID OR HIGHEST PRICED WORK. LOCAL REQUIREMENTS VERSUS SPECIFIED REQUIREMENTS SHALL BE

INCLUDED IN THE BID.

28.

29.

THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT INTENDED FOR

USE BY COMPONENT DESIGNERS OR MANUFACTURERS AS THEIR SOLE DESIGN CRITERIA WITHOUT VERIFICATION.

EACH DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE CRITERIA WITH WHICH HIS

ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT LIMITED TO LOADING, APPLICATION, FUNCTIONALITY,

ETC. PERFORMANCE CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE

MINIMUM STANDARDS ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST EVALUATE THESE MINIMUMS AGAINST

SPECIFIC INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES AND UNDERWRITER REQUIREMENTS

GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST STRINGENT OF

THESE CRITERIA SHALL GOVERN.

A VESTIBULE IS NOT BEING PROVIDED IN ACCORDANCE ASHRAE STANDARD 90.1-2010, ASHRAE STANDARD 90.1 DOES

NOT REQUIRE A VESTIBULE IN CLIMATE ZONE 3 IN BUILDINGS UNDER 10,000 SF AND LESS THAN FOUR STORIES ABOVE

STREET LEVEL.

OCCUPANCY LOAD

SUMMARY

KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF ROOF AS POSSIBLE.

THE INFORMATION PROVIDED IN THIS DOCUMENT IS FROM DOCUMENTATION AVAILABLE AND MAY NOT REFLECT EXACT

FIELD CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL INFORMATION.

BRING CONFLICTS TO THE ATTENTION OF THE OWNERS REPRESENTATIVE AND OBTAIN APPROVAL FROM THE OWNERS

REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH ALTERNATE METHODS AND/OR

MATERIALS, ETC.

DRYWALL SHALL BE 5/8" GYPSUM BOARD ON 3 5/8" OR 6" X 18-20 GAUGE METAL STUDS AT 16" OC UNLESS NOTED

OTHERWISE. GYPSUM BOARD SHALL BE TAPED AND SANDED TO 6" ABOVE FINISH CEILING AND READY TO RECEIVE

PAINT. METAL GAUGE PER MANUFACTURERS RECOMMENDATIONS BASED ON HEIGHT LIMITATIONS.

13.

ALL DOOR JAMBS ARE TO BE LOCATED 4" OFF THE FACE OF STUD OF ADJACENT WALL UNLESS NOTED OTHERWISE.

14.

CONTRACTOR SHALL VERIFY EXISTING LOCATION OF MECHANICAL, ELECTRICAL, AND PLUMBING SERVICES AND

EXTEND AS REQUIRED TO LOCATION SHOWN ON PLANS. REFER TO ELECTRICAL DRAWINGS AND STANDARD

SPECIFICATION SHEETS FOR FULL SCOPE OF WORK.

15.

ANY CONDUIT NOT USED SHALL BE CAPPED BELOW SLAB OR RUN ABOVE AND TERMINATED.

16.

REFER TO ALL ARCHITECTURAL/STRUCTURAL/ ELECTRICAL/MECHANICAL/ PLUMBING DRAWINGS FOR ENTIRE SCOPE OF

WORK.

17.

ALL MATERIALS AND WORK PERFORMED MUST BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RULES,

REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF ALL LOCAL, CITY, COUNTY, STATE, AND FEDERAL

ORGANIZATIONS HAVING JURISDICTION.

18.

WHERE APPLICABLE, ALL EQUIPMENT, FIXTURES AND MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES

(U.L.) AND TENANT'S RESPECTIVE INSURANCE CARRIER.

19.

AS WORK PROGRESSES AND FOR THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL MAINTAIN A COMPLETE

AND SEPARATE SET OF PRINTS OF THE CONTRACT DRAWINGS AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR

SHALL CLEARLY AND ACCURATELY RECORD ALL WORK COMPLETED AND ALL MODIFICATIONS AND CHANGES FROM THE

ORIGINAL CONTRACT DRAWINGS.

20.

CONTACT CITY BUILDING DEPARTMENT FOR ALL INSPECTIONS.

21.

ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT GOVERNING CODES, ALL APPLICABLE ORDINANCES,

REGULATIONS, THE SPECIFICATIONS AND THE DRAWINGS.

22.

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING, FIRE PREVENTION,

NECESSARY FOR THE SAFETY OF ALL PERSONNEL AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE

CONSTRUCTION CONTRACT.

23.

PROVIDE VENTILATION FOR ALL ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS. PROVIDE VENTILATION IN

ACCORDANCE WITH THE LOCAL BUILDING CODE.

24.

SAFETY STANDARDS: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE CITY

AND STATE THAT THE PROJECT IS BEING PERMITTED UNDER. SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER

OR NOT SPECIFICALLY DETAILED.

FLAME SPREAD FOR THE FINISH MATERIAL FOR INTERIOR WALLS AND CEILINGS SHALL COMPLY WITH THE LOCAL

BUILDING CODE.

P1

PLUMBING PLAN

M1

HVAC PLAN

M2

HVAC SCHEDULES

E1

LIGHTING PLAN

E2

POWER PLAN

E3

ELECTRICAL SCHEDULES

ES1

ENERGY SYSTEM (FOR REFERENCE ONLY)

83.73

OFFICE/TOILET ROOMS

225

100

2.25

TOTAL BUILDING OCCUPANCY LOAD

227.22

TOTAL BUILDING AREA (S.F.)

6974

PROJECT CONSULTANT

CASCO

10877 WATSON ROAD

ST. LOUIS, MO 63127

THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS INVOLVED IN THIS PROJECT UNDER THE DIRECT

SUPERVISION OF THEIR RESPECTIVE PROFESSIONAL OF RECORD:

.20

16.75

OFFICE/TOILET ROOMS

2.25

.20

0.45

ALL SIGNAGE TO BE PROVIDED UNDER SEPARATE PERMIT APPLICATION.

FINISH PLAN

30

83.73

SIGNAGE NOTE

F1

2512

PARTS AREA "C"

INSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL

BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE-USED SHALL BE CLEANED AND

TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED

THOROUGHLY PRIOR TO ENCLOSURE.

INTERIOR ELEVATIONS

PARTS AREA "C"

6.75

8.

A4

ENERGY SYSTEM (FOR REFERENCE ONLY)

.20

ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS

TURNED OVER TO THE OWNER OR TENANT. INSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. INSURE THAT ALL "COLD"

SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES

INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS,

OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.)

EXTERIOR ELEVATIONS

ES3

33.73

7.

A3

33.73

PARTS AREA "B"

ALL PENETRATIONS SHALL BE SEALED WATER-TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING

OR WALL CAVITIES.

DOOR DETAILS AND NOTES

30

1.

6.

A2.2

1012

21.50

THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OHSA REGULATIONS AND ALL LOCAL AND STATE

HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW.

DOOR SCHEDULE AND DETAILS

PARTS AREA "B"

.20

5.

A2.1

ENERGY SYSTEM (FOR REFERENCE ONLY)

107.5

THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT

OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR

SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL-VENTILATED CONDITIONS.

REFLECTED CEILING PLAN

ES2

PARTS AREA "A"

4.

A1.2

107.50

THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS.

ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE

AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO

MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH

AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE

AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS.

FLOOR PLAN

30

REQUIRED

EGRESS WIDTH

3.

A1.1

3225

REQ'D WIDTH

PER OCC.

CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING

AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE

PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A

MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION

WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES.

DEMOLITION PLAN

PARTS AREA "A"

OCC.

2.

ARCHITECTURAL SITE PLAN

OCCUPANTS

PER AREA

ROOM

IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND/OR REMODELING

OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD, IN WRITING,

OF THE CONCERNS AND/OR SUSPICIONS.

COVER SHEET

AREA (S.F.) PER

OCCUPANT

EGRESS WIDTH

CALCULATIONS

MOLD AND MILDEW NOTES

SHEET NAME

AREA

(S.F.)

ROOM

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITY LINES AND

INTERCEPT AS REQUIRED.

12.

25.

GENERAL NOTES

QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND

PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER APPLICABLE REGULATIONS OF

LOCAL AND STATE AGENCIES HAVING JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.

1.

D1

M (MERCANTILE)

II-B

(NON-COMBUSTIBLE /

UNPROTECTED)

NON-SPRINKLERED

22'-8"

BUILDING HEIGHT:

GENERAL NOTES

DEMOLITION WORK

SHEET INDEX

CONTACT OWNERS REPRESENTATIVE

FOR PROJECT INFORMATION:

ABBREVIATIONS LEGEND

PARKING LOT / ROOF

BUILDING CODE

WALL TYPE MARK

?

ASP1

DESCRIPTION

TOTAL EGRESS WIDTH REQUIRED

45.44

TOTAL EGRESS WIDTH PROVIDED

102.00

PROJECT DESCRIPTION

REMODEL OF AN EXISTING RETAIL STORE. SCOPE IS TO REMOVE EXISTING MERCHANDISING EQUIPMENT,

FIXTURES, SHELVING, CEILINGS, INTERIOR WALLS, AND FINISHES AS REQ'D.

REWORK OR REPLACE HVAC AND REPLACE LIGHT FIXTURES & POWER OUTLETS AS REQUIRED BY NEW FLOOR

PLAN.

THE EXTERIOR OF BUILDING IS TO BE PAINTED. SITE SIDEWALKS, PARKING, ETC. ARE EXISTING.

QUALITY CONTROL

1. WHERE REQUIRED, REFER TO STRUCTURAL DRAWINGS FOR SCHEDULE OF SPECIAL INSPECTIONS, IF

INDICATED.

2. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TESTING

LABORATORY TO PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED.

TEAM MEMBERS:

ARCHITECTURE:

HVAC/PLUMBING:

ELECTRICAL:

QUALITY ASSURANCE:

JESSI MUELLER

CHRISTY QUIGLEY

PETE WALKER

CARON STEVENSON

NOTE:

THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT

INTENDED FOR USE BY COMPONENT DESIGNERS OR MANUFACTURES AS THEIR SOLE DESIGN CRITERIA

WITHOUT VERIFICATION. EACH DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL

CODE CRITERIA WITH WHICH HIS ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT

LIMITED TO LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE CRITERIA PROVIDED

ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE MINIMUM STANDARDS

ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST EVALUATE THESE MINIMUMS AGAINST SPECIFIC

INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES, AND UNDERWRITER REQUIREMENTS

GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST

STRINGENT OF THESE CRITERIA SHALL GOVERN.

233 South Patterson

Springfield, MO 65802

Phone: (417) 862-2674

SHEET NUMBER

WT?

SHEET NUMBER

PROJECT:

X

XX

SECTION NUMBER

SECTION / ELEVATION MARK

LANDLORD WORK

PROJECT MANAGERS

10877 Watson Road

St. Louis, MO 63127

Phone: (314) 821-1100

OWNER OR TENANT

SYMBOLS LEGEND

SHEETS BEARING THIS SEAL ARE AUTHENTICATED,

RESPONSIBILITY FOR ALL OTHER PLANS, SPEC'S

OR INSTRUMENTS ARE DISCLAIMED.

ARCHITECT

PROFESSIONAL OF RECORD

WILLIAM A. BANDLE

10877 WATSON ROAD

ST. LOUIS, MO 63127

MEP ENGINEERS

PROFESSIONAL OF RECORD

MIKE GRAPPERHAUS

10877 WATSON ROAD

ST. LOUIS, MO 63127

HARRY AUMAN

10877 WATSON ROAD

ST. LOUIS, MO 63127

DRAWN:

CHECKED:

DATE:

JOB NO.:

SHEET:

JAM

CMS

02/08/13

313243

T1

SHEET 1 OF 1

GENERAL NOTES:

WHITE: SYMBOL AND

BACKGROUND

BLUE: SYMBOL FIELD

DISTRIBUTIONS:

1.

GC TO PROVIDE POWER TO ALL SIGNAGE IF NOT ALREADY AVAILABLE.

OWNER REVIEW

02/08/13

2.

PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES,

LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY

POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE

O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING.

PERMIT/BID

02/21/13

SIGN SIZE: 12" X 18"

KEYED NOTES:

STATE DISABLED

PARKING PERMIT

REQUIRED

VAN

ACCESSIBLE

GREEN: LETTERS AND

BORDER

VAN ACCESSIBLE SIGN

SIZE: 6" X 12"

(@ VAN ACCESSIBLE

SPACE ONLY)

MOUNT AS REQ'D PER LOCAL AND/OR

ADA STDS. VERIFY W/ LOCAL

AUTHORITIES

24 ACCESSIBLE SIGN

__________________________________________________

ASP1

SCALE:

NONE

EXISTING PARKING LOT:

EXISTING PARKING LOT, INCLUDING ALL ACCESSIBLE PARKING STALLS, TO REMAIN,

UNLESS NOTED OTHERWISE. LANDLORD CONTRACTOR TO REPAIR, RE-STRIPE AND

SEAL AS SHOWN.

EXISTING ACCESSIBILITY SYMBOL:

EXISTING ACCESSIBILITY SYMBOL TO REMAIN. LANDLORD CONTRACTOR TO RE-PAINT

NEW STRIPING:

LANDLORD CONTRACTOR TO PAINT 4" STRIPING USING APPROVED COLORS.

NEW WALL MOUNTED H/C PARKING SIGN:

NEW WALL MOUNTED H/C PARKING SIGN BY LANDLORD. REFER TO DETAIL 24/ASP1 FOR

MORE INFORMATION.

EXISTING ACCESS AISLE:

EXISTING ACCESS AISLE FLUSH WITH SIDEWALK TO REMAIN.

William Bandle Jr.

License #4914

Exp. Date: 06/30/13

Professional of Record

SHEETS BEARING THIS SEAL ARE AUTHENTICATED,

RESPONSIBILITY FOR ALL OTHER PLANS, SPEC'S

OR INSTRUMENTS ARE DISCLAIMED.

EXISTING ENTRANCE DOOR:

EXISTING ENTRANCE DOORS TO REMAIN. VERIFY COMPLIANCE WITH ACCESSIBILITY

REQUIREMENTS.

NEW DELIVERY / EGRESS DOOR:

NEW DELIVERY / EGRESS DOOR. REFER TO FLOOR PLAN AND DOOR SCHEDULE.

EXISTING LIGHT POLE:

EXISTING LIGHT POLE TO REMAIN.

EXISTING BOLLARD:

EXISTING BOLLARD TO REMAIN.

EXISTING LOADING DOCK:

EXISTING LOADING DOCK, STAIR, AND GUARDRAIL TO REMAIN.

EXISTING GAS METER:

EXISTING GAS METER TO REMAIN.

LANDLORD TO ENSURE ROOF IS IN

WATER-TIGHT CONDITION. REPAIR

OR REPLACE AS REQUIRED.

EXISTING ELECTRIC METER:

EXISTING ELECTRIC METER TO REMAIN.

EXISTING FIRE HYDRANT:

EXISTING FIRE HYDRANT TO REMAIN.

NEW MONUMENT SIGN:

NEW MONUMENT SIGN TO BE INSTALLED UNDER SEPARATE PERMIT. FIELD VERIFY

LOCATION. GC TO PROVIDE MONUMENT FOUNDATION, CONTACT P.A. FOR MORE INFO.

O'Reilly Auto Parts

PROJECT MANAGERS

10877 Watson Road

St. Louis, MO 63127

Phone: (314) 821-1100

DELIVERY /

EGRESS

DOORS

MAIN

ENTRANCE

18'-0" MIN.

321 S. MAIN ST.

FOUNTAIN INN, SC 29644

3 EQ SPACES = 29'-8 3/8"

3 SPACES = 27'-0"

3 EQ SPACES = 29'-11 1/4"

9

233 South Patterson

Springfield, MO 65802

Phone: (417) 862-2674

7 EX'G SPACES @ 9'-0" EA. = 63'-0"

7 EX'G SPACES @ 9'-0" EA. = 63'-0"

PROJECT:

2'-0"

VERIFY

8'-0"

MIN.

PROJECT LOCATION

_______________________________________________________

ASP1

SCALE:

N.T.S.

DRAWN:

CHECKED:

DATE:

JOB NO.:

SHEET:

1

JAM

CMS

02/08/13

313243

SITE PLAN

_________________________________

ASP1

SCALE:

1/16" = 1'-0"

SHEET 1 OF 1

GENERAL DEMOLITION NOTES:

1.

A

A

1

2.

ALL DEMOLISHED MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR FOR

PROPER DISPOSAL UNLESS OTHERWISE NOTED.

3.

GC TO VERIFY LOCATION OF EXISTING STRUCTURAL COLUMNS BEFORE DEMOLITION

BEGINS. PROTECT ALL STRUCTURAL COLUMNS DURING DEMOLITION

4.

REMOVE ALL TEMPERATURE CONTROLS AND ALL ASSOCIATED WIRING.

5.

ALL EXISTING CONSTRUCTION SHOWN IS BASED ON LIMITED EXISTING

CONSTRUCTION DOCUMENTS AND CAN BE USED FOR BIDDING PURPOSES. THE

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS,

REVIEW ALL DRAWINGS, AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND MEMBER

SIZES PRIOR TO THE START OF DEMOLITION WORK. THE CONTRACTOR SHALL NOTIFY

THE PROFESSIONAL-OF-RECORD IN WRITING OF ALL DISCREPANCIES AND

EXCEPTIONS BEFORE PROCEEDING WITH THE WORK.

6.

THE GENERAL CONTRACTOR SHALL DESIGN, PROVIDE, AND INSTALL ALL TEMPORARY

SHORING, AS REQUIRED, PRIOR TO THE START OF ANY DEMOLITION WORK.

7.

THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE

PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL

INTEGRITY OF ANY EXISTING CONSTRUCTION. IF STRUCTURAL MEMBERS,

MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR

REMOVAL INTERFERE WITH THE NEW WORK, THE PROFESSIONAL- OF-RECORD SHALL

BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED

BEFORE THE REMOVAL OR MODIFICATION OF ANY STRUCTURAL MEMBERS.

1

38'-0"

6'-4"

6'-0"

2

REMOVE ALL EXISTING SITE CONSTRUCTION AND DELETERIOUS MATERIALS UNLESS

OTHERWISE NOTED.

14'-8"

8.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING THE AMOUNT OF

CONSTRUCTION LOAD IMPOSED UPON THE EXISTING STRUCTURAL FRAMING.

CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE EXISTING

FRAMING AT THE TIME THE LOADS ARE IMPOSED.

9.

THE GENERAL CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES

SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF

STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

10.

THE GENERAL CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED DURING

CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP.

11.

THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE SITE AND BUILDING

BARRIERS AS REQUIRED TO PROTECT THE SAFETY AND WELFARE OF WORKERS AND

PUBLIC DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.

2

DISTRIBUTIONS:

OWNER REVIEW

02/08/13

PERMIT/BID

02/21/13

William Bandle Jr.

License #4914

Exp. Date: 06/30/13

Professional of Record

SHEETS BEARING THIS SEAL ARE AUTHENTICATED,

RESPONSIBILITY FOR ALL OTHER PLANS, SPEC'S

OR INSTRUMENTS ARE DISCLAIMED.

PORTION OF EXISTING INTERIOR WALL TO BE REMOVED FOR INSTALLATION OF NEW

IMPACT DOORS. PROTECT EXISTING STRUCTURAL COLUMNS DURING DEMOLITION.

EXISTING EXTERIOR WALL OPENING TO BE WIDENED FOR INSTALLATION OF NEW

DELIVERY DOORS. COORDINATE EXACT LOCATION WITH OWNER REPRESENTATIVE

TO AVOID POSSIBLE EXISTING STRUCTURAL COLUMN INSIDE OF EXISTING EXTERIOR

WALL. REFER TO SHEET A2.2 FOR MORE INFORMATION.

3

EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED COMPLETE.

3

LANDLORD SHALL REMOVE PREVIOUS TENANT'S FIXTURES, FLOOR COVERING,

INVENTORY, TRASH & DEBRIS AND DELIVERY A SPACE THAT IS IN BROOM CLEAN

CONDITION TO TENANT. GC TO PREPARE FLOOR SURFACE FOR NEW FINISH, SEE

FINISH SCHEDULE FOR FURTHER INFORMATION.

EXISTING SUSPENDED CEILING TILE AND GRID TO BE REMOVED COMPLETE. PATCH

AND REPAIR DAMAGED WALL SURFACES TO LIKE NEW CONDITION TO RECEIVE NEW

FINISHES. SEE FINISH SCHEDULE FOR FURTHER INFORMATION.

PROJECT MANAGERS

10877 Watson Road

St. Louis, MO 63127

Phone: (314) 821-1100

DEMOLITION KEYED NOTES:

ALL EXISTING LIGHTING TO BE REMOVED COMPLETE UNLESS NOTED OTHERWISE.

REMOVE AND PROPERLY DISPOSE OF EXISTING PLUMBING PIPING FROM PREVIOUSLY

REMOVED FIXTURES. REMOVE ALL SANITARY PIPING ABOVE SLAB AND CAP SANITARY

LINES FLUSH AT SLAB ELEVATION. REMOVE ALL VENT PIPING UP TO VENT THRU ROOF.

CAP VENT THRU ROOF FOR POSSIBLE FUTURE USE. REMOVE ALL WATER PIPING BACK

TO THE MAIN DOMESTIC WATER LINE. MAIN WATER SUPPLY SHALL BE CAPPED FOR

FUTURE USE.

4

REMOVE AND PROPERLY DISPOSE OF ALL SUPPLY AND RETURN DUCTWORK WITHIN

THE SPACE, FROM THE DROPS. THIS SHALL INCLUDE ALL MAIN AND BRANCH DUCT,

FLEX DUCTS, AIR DEVICES AND ALL ASSOCIATED HANGERS AND SUPPORTS.

4

PATCH WALL OPENING FROM PREVIOUSLY REMOVED EXHAUST SYSTEM AIR- AND

WATER-TIGHT WITH LIKE MATERIALS. FIELD VERIFY EXACT LOCATION.

GC TO FIELD VERIFY EXISTING CANOPY LIGHTING. REUSE, REPAIR OR REPLACE AS

REQUIRED. TYPICAL.

EXISTING INSULATED PANELS IN STOREFRONT TO BE REMOVED COMPLETE. PATCH

AND REPAIR ADJACENT SURFACES TO LIKE NEW CONDITION FOR INSTALLATION OF

NEW STOREFRONT GLASS. REFER TO ELEVATIONS FOR MORE INFORMATION.

5

DEMOLITION FLOOR PLAN

D1

SCALE:

1/8" = 1'-0"

DEMOLITION SHORING NOTE:

1.

THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF

ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING,

BRACING, AND PROTECTION AS NECESSARY FOR THE SAFETY, STABILITY, AND

PROTECTION OF ALL BUILDING ELEMENTS AND STRUCTURE DURING CONSTRUCTION AND

DEMOLITION. ALL TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST

ALL APPLIED LOADS INCLUDING DEAD LOADS, LIVE LOADS, SNOW LOADS, AND

CONSTRUCTION LOADS TO PROVIDE STRUCTURAL STABILITY, AND TO PROVIDE FOR

RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO

THE STRUCTURE ARE COMPLETE.

8

DEMOLITION CEILING PLAN

D1

SCALE:

______________________________________________________________________

SYMBOLS LEGEND

EXISTING ITEMS TO BE REMOVED

EXISTING ITEMS TO REMAIN

1/8" = 1'-0"

233 South Patterson

Springfield, MO 65802

Phone: (417) 862-2674

6

___________________________________________________________________

PROJECT:

5

SPECIAL HAZARDOUS

MATERIALS NOTE:

1.

IF THIS PROJECT IS FOUND TO CONTAIN HAZARDOUS MATERIALS, CONTRACTOR IS TO

PROVIDE IMMEDIATE NOTICE TO LL AND/OR OWNER FOR DIRECTION FOR PROPER

HANDLING, REMOVAL AND DISPOSAL.

2.

HAZARDOUS MATERIAL SURVEY NOT A PART OF ARCHITECTS SCOPE. VERIFY WITH

PROPERTY OWNER.

DRAWN:

CHECKED:

DATE:

JOB NO.:

SHEET:

JAM

CMS

02/08/13

313243

D1

SHEET 1 OF 1

PROPOSED

EXISTING

A.

B.

M

3 5/8" (20 GA.) METAL

STUDS AT EACH

VERTICAL STUD.

DEFLECTION CHANNELATTACH WITH (2) #10 TEK

SCREWS EACH HORIZ.

STUD

PARALLEL TO JOISTS

(2) #10 TEK SCREWS

INTO JOIST (TYP.)

KICKER ATTACHMENT

DEFLECTION CHANNEL PARALLEL TO JOISTS

ATTACH WITH (2) #10

SCREWS AT EACH JOIST

362T150-33 TRACK.

ATTACH TO BOTTOM

CHORD OF TRUSS W/

................
................

In order to avoid copyright disputes, this page is only a partial summary.

Google Online Preview   Download