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/
................
................
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