|
SYMBOLS LEGEND
<br />X-XX - REFERENCE AT KEYNOTE INDICATOR
<br />10.1 KEYNOTE INDICATOR
<br />A KEYNOTE OR BLOCK OF
<br />X.XX KEYNOTES WITH A LEADER
<br />X.XX ATTACHED APPLY SPECIFICALLY TO
<br />X.XX THE ITEM, AREA, OR SURFACE TO
<br />WHICH THE LEADER IS POINTING
<br />�31 - COLOR INDICATOR
<br />Iddebb... FULL AND PARTIAL
<br />8-A3 SECTION INDICATOR
<br />_ EXTERIOR AND INTERIOR
<br />2-A2 ELEVATION INDICATOR
<br />SALES
<br />100J ROOM NAME AND NUMBER
<br />A6 -- PARTITION TYPE INDICATOR
<br />10 DOOR INDICATOR
<br />< WINDOW INDICATOR
<br />( A COLUMN LINE INDICATOR
<br />ik 100'-O" HEIGHT ELEVATION INDICATOR
<br />Vp FF EL
<br />100 0
<br />" PLAN ELEVATION INDICATOR
<br />5
<br />A2
<br />r- -
<br />ENLARGED DETAIL INDICATOR
<br />l J
<br />5
<br />A2
<br />DETAIL INDICATOR
<br />DETAIL NAME -
<br />SCALE CODE
<br />INTERNAL INFORMATION ONLY
<br />TACTILE EXIT SIGN
<br />TACTILE SIGN REQUIREMENTS Al
<br />1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH FB -i6W
<br />�AA�RXIT
<br />SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN CI
<br />DISCHARGE. REF FLOOR PLANS FOR LOCATIONS.
<br />2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE
<br />ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE
<br />LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIM ''''I D 11 11 1.PERCENT M I M Al
<br />OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. FB H EDI 10 - CC SS IL
<br />CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8"
<br />(16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE
<br />UPPERCASE LETTER "I".
<br />3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND
<br />4. CHARACTERS SHALL CONFORM TO THE FOLLOWING:
<br />4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE
<br />SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
<br />4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A
<br />MAXIMUM OF 2"
<br />5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO
<br />0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM)
<br />SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO
<br />0.037" (0.9 MM) ABOVE THE BACKGROUND.
<br />6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE
<br />OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED
<br />FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.
<br />7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE
<br />DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL
<br />BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE
<br />SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE
<br />PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN
<br />DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS.
<br />PREFERRED SOLUTION
<br />SIGNS CONTAINING TACTILE 00
<br />CHARACTERS SHALL BE r i
<br />LOCATED SO THAT THERE IS AN ----
<br />18"X18" CLEAR FLOOR AREA 18"
<br />CENTERED ON THE TACTILE 7�
<br />CHARACTERS MIN
<br />ALTERNATE SOLUTIONS
<br />A. WHERE THERE IS NO WALL SPACE
<br />ON THE LATCH SIDE OF A SINGLE
<br />DOOR, OR TO THE RIGHT SIDE OF
<br />DOUBLE DOORS, SIGNS SHALL BE ON
<br />THE NEAREST ADJACENT WALL.
<br />C. WHEN SIGN IS REQUIRED AT A
<br />BANK OF DOORS, PLACE (1) SIGN
<br />BETWEEN JAMBS. IF JAMB IS
<br />NOT WIDE ENOUGH FOR SIGNAGE,
<br />PLACE (1) SIGN AT RIGHT SIDE
<br />OF BANK OF DOORS.
<br />E. WHERE WALL STANDARDS,
<br />GONDOLAS OR WAREHOUSE
<br />RACKS IMPEDE THE REQUIRED
<br />CLEAR FLOOR AREA, MOUNT
<br />SIGN DIRECTLY TO DOOR.
<br />ENSURE DOOR HAS AUTOMATIC
<br />CLOSER AND DOES NOT HAVE A
<br />HOLD -OPEN DEVICE.
<br />B. THE REQUIRED SIGNAGE MAY
<br />BE INSTALLED SO THAT THE
<br />CLEAR FLOOR AREA IS BEYOND
<br />THE ARC OF ANY DOOR SWING
<br />BETWEEN THE CLOSED POSITION
<br />AND 45 DEGREE OPEN POSITION.
<br />r--
<br />D. WHERE FIXTURES IMPEDE THE
<br />REQUIRED CLEAR FLOOR AREA,
<br />MOUNT SIGNAGE TO THE END
<br />PANEL OF OWNER PROVIDED END
<br />PANEL FOR HALF GONDOLAS AND
<br />WALL STANDARD FIXTURES.
<br />i
<br />12" MIN
<br />F. AT EGRESS DOORS IN THE
<br />GARDEN CENTER WHERE THERE IS
<br />NOT AMPLE WALL SPACE FOR
<br />SIGNAGE, MOUNT SIGN DIRECTLY
<br />TO DOOR. ENSURE DOOR HAS
<br />AUTOMATIC CLOSER AND DOES
<br />NOT HAVE A HOLD -OPEN DEVICE.
<br />SIGNAGE LEGEND
<br />4
<br />r '--SIGN, REF NOTE 3. w
<br />\ --,
<br />G. AUTOMATIC SLIDING DOOR
<br />TACTILE SIGNAGE CANNOT BE
<br />LOCATED ON AUTOMATIC
<br />SLIDING DOOR PANEI:s.
<br />'REFERRED (RIGHT-HAND
<br />;IDE, ADJACENT TO
<br />)OOR)
<br />kLTERNATE LOCATION
<br />(NEAREST ADJACENT
<br />WALL, RIGHT-HAND SIDE
<br />OF OPENING PREFERRED)
<br />GN
<br />1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
<br />AT THE FOLLOWING LOCATIONS:
<br />A. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION
<br />B. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE
<br />PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE
<br />NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION
<br />2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE
<br />PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL
<br />SYMBOL OF ACCESSIBILITY:
<br />A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET
<br />3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR
<br />GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525
<br />MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE
<br />HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE
<br />LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE
<br />DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE
<br />SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE
<br />RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE
<br />DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT
<br />WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF
<br />18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS,
<br />IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE
<br />OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE
<br />OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES.
<br />4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE
<br />EGGSHELL, MATTE, OR OTHER NON -GLARE MATERIALS OR FINISHES.
<br />Al
<br />5. AC ESSIB E IG AG SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH B -5TH
<br />IT N-A E SIB LIT
<br />SITE VERIFICATION REQUIREMENTS:
<br />1. THE ARCHITECT HAS MADE A LIMITED VISIT TO OBSERVE EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS
<br />OBSERVED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE
<br />SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S
<br />FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR
<br />UTILITIES.
<br />2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR
<br />ENGINEER FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING
<br />CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING
<br />STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS
<br />(INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF
<br />DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION
<br />MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF
<br />STRUCTURAL STEEL FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE
<br />EXISTING CONDITIONS.
<br />3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES
<br />(WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
<br />THE WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS.
<br />4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS
<br />PROJECT.
<br />5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR
<br />SHALL ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND
<br />SETBACKS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES.
<br />6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.
<br />7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE
<br />INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO
<br />ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAG (OR ADOPTED
<br />HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE
<br />ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS.
<br />8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS IN THE EXISTING BUILDING'S EXTERIOR WALL(S).
<br />9. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY
<br />SHALL BE REPORTED TO THE WAL-MART CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO CONSTRUCTION.
<br />10. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO MAKING
<br />ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS.
<br />GENERAL REQUIREMENTS:
<br />1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE)
<br />BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES,
<br />REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION.
<br />2. INTERNAL COMBUSTION ENGINES MAY BE USED INSIDE THE ENCLOSED BUILDING ONLY WHEN POWERED BY PROPANE. THERE WILL BE NO ADDITIONAL
<br />COMPENSATION OR EXTENSION OF CONTRACT TIME IF EQUIPMENT IS REMOVED FROM SITE BY WAL-MART DUE TO USE OF OTHER FUELS INSIDE THE
<br />ENCLOSED BUILDING.
<br />a. PROPANE POWERED EQUIPMENT USED INSIDE THE ENCLOSED BUILDING SHALL HAVE CATALYTIC CONVERTERS ON MUFFLERS AND SHALL BE
<br />MAINTAINED AND OPERATED TO ENSURE COMPLIANCE WITH LOCAL, STATE, AND FEDERAL INDOOR AIR QUALITY REGULATIONS.
<br />b. PROVIDE STORAGE AND HANDLING OF PROPANE FUELS IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
<br />1) NO PROPANE SHALL REMAIN INSIDE BUILDING EXCEPT DURING OPERATION OF PROPANE EQUIPMENT.
<br />2) EQUIPMENT SHALL BE RE -FUELED OUTSIDE THE BUILDING.
<br />3. CORDS FOR ELECTRICAL EQUIPMENT SHALL BE SIZED ADEQUATELY FOR VOLTAGE, CURRENT LOAD, AND LENGTH, WHETHER TO GENERATOR OR
<br />EXISTING POWER SUPPLY (REFERENCE SECTION 01500).
<br />4. ROUTE EQUIPMENT CORDS AND HOSES IN COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS.
<br />5. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD.
<br />THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY.
<br />NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS
<br />KNOWLEDGE.
<br />6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR
<br />AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE EXISTING BUILDING.
<br />7. ANY DAMAGE TO WALMART'S PROPERTY WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL
<br />COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE.
<br />8. THE INTEGRITY OF THE EXISTING BUILDING SECURITY SHALL BE MAINTAINED AT ALL TIMES. THE EXISTING BUILDING SHALL BE KEPT SECURE FROM
<br />PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE
<br />MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL.
<br />9. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA
<br />DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN THE NEW ADDITION.
<br />10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED, SHOWN OR NOT SHOWN,
<br />FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO
<br />MATCH ADJACENT EXISTING FINISHES.
<br />11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER
<br />TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND
<br />APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE.
<br />12. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION
<br />PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS
<br />SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED
<br />FOR PROPER OPERATION.
<br />13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE
<br />WITH WALMART CONSTRUCTION MANAGER.
<br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF
<br />THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER.
<br />15. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES.
<br />16. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS, RESPONSES, AND
<br />SUBMITTALS.
<br />17. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A: 20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED
<br />2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1OBC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF
<br />WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES).
<br />18. THE GENERAL CONTRACTOR SHALL HIRE A LICENSED FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE SPRINKLER DRAWINGS FOR
<br />APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE
<br />PERMIT.
<br />19. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION.
<br />20.MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY.
<br />21. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR
<br />CREATING DAMAGE OF ANY KIND IN THE FUTURE.
<br />DEMOLITION REQUIREMENTS:
<br />1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
<br />2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK MAY INCLUDE, BUT NOT BE LIMITED TO, THE DEMOLITION AND
<br />REMOVAL OF WALLS, DOORS, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON
<br />DRAWINGS OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB.
<br />3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING.
<br />4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT
<br />SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251.
<br />5. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WALMART WILL REINSTALL EXISTING
<br />SIGNAGE OR INSTALL NEW SIGNAGE AT COMPLETION OF ADDITION.
<br />6. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE ARCHITECTURAL DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL
<br />REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.
<br />ABBREVIATION LEGEND
<br />GENERAL ABBREVIATIONS
<br />ABBR DEFINITION
<br />AB ANCHOR BOLT
<br />ACI AMERICAN CONCRETE INSTITUTE
<br />ACRYL ACRYLIC
<br />ADA AMERICANS WITH DISABILITIES ACT
<br />ADJ ADJACENT
<br />AFF ABOVE FINISHED FLOOR
<br />AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />ARCH ARCHITECTURAL
<br />ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS
<br />AWS AMERICAN WELDING SOCIETY
<br />CONST
<br />CONSTRUCTION
<br />CONT
<br />CONTINUOUS
<br />CU
<br />CONDENSING UNIT
<br />DIA
<br />DIAMETER
<br />DSD
<br />DIRECTS SHIPPING DELIVERY
<br />EAS
<br />ELECTRONIC ARTICLE SURVEILLANCE
<br />EDC
<br />ELECTRICAL DISTRIBUTION CENTER
<br />EIFS
<br />EXTERIOR INSULATION AND FINISH SYSTEM
<br />EF
<br />EXHAUST FAN
<br />EJ
<br />EXPANSION JOINT
<br />EL
<br />ELEVATION
<br />ELEC
<br />ELECTRICAL
<br />EQ
<br />EQUAL
<br />ETR
<br />EXISTING TO REMAIN
<br />EW
<br />EACH WAY
<br />EWC
<br />ELECTRIC WATER COOLER
<br />FDN
<br />FOUNDATION
<br />FF
<br />FINISHED FLOOR
<br />FRP
<br />FIBER REINFORCED PLASTIC
<br />FS
<br />FAR SIDE
<br />FTG
<br />FOOTING
<br />FV
<br />FIELD VERIFY
<br />GYP BD
<br />I GYPSUM BOARD
<br />H
<br />HEIGHT
<br />HC
<br />HANDICAP
<br />HDTV
<br />HIGH DEFINITION TELEVISION
<br />HORIZ
<br />HORIZONTAL
<br />HSA
<br />HEADED STUD ANCHOR
<br />HSS
<br />HOLLOW STRUCTURAL SECTION
<br />T
<br />HEIGHT
<br />INFO
<br />INFORMATION
<br />ISO
<br />ISOLATION
<br />KSI
<br />KIPS PER SQUARE INCH
<br />L
<br />LENGTH
<br />LB
<br />POUNDS
<br />LLH
<br />LONG LEG HORIZONTAL
<br />LLV
<br />LONG LEG VERTICAL
<br />ME
<br />MASONRY ELEVATION
<br />MECH
<br />MECHANICAL
<br />MFR
<br />MANUFACTURER
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />MO
<br />MASONRY OPENING
<br />MTL
<br />METAL
<br />NTS
<br />NOT TO SCALE
<br />OC
<br />ON CENTER
<br />OD
<br />OUTSIDE DIAMETER
<br />OH
<br />OPPOSITE HAND
<br />PAF
<br />POWDER ACTUATED FASTENER
<br />PCF
<br />POUNDS PER CUBIC FOOT
<br />PFC
<br />PAINT FIX CLEAN
<br />PL
<br />PLATE
<br />PLAM
<br />PLASTIC LAMINATE
<br />PLAST
<br />PLASTIC
<br />PLF
<br />POUNDS PER LINEAR FOOT
<br />PMEJ
<br />PREMOLDED EXPANSION JOINT
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PVC
<br />POLYVINYL CHLORIDE
<br />QTY
<br />QUANTITY
<br />RC
<br />REFRIGERATION CONTRACTOR
<br />REF
<br />REFER TO
<br />REINF
<br />REINFORCING
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<br />DEFINITION LEGEND
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<br />ISSUE BLOCK
<br />,& I ADD#3 I 07/11/16
<br />CHECKED BY:
<br />LP
<br />DRAWN BY:
<br />JP
<br />PROTO:
<br />LBA
<br />PROTO CYCLE:
<br />051514
<br />DOCUMENT DATE:
<br />120415
<br />GENERAL
<br />INFORMATION
<br />SHEET:
<br />N 1
<br />
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