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STRIPING CONDITIONS
<br />21-6„
<br />J
<br />O
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<br />4'-0"
<br />WALL
<br />LOCATION
<br />MAY VARY
<br />ELECTRICAL j
<br />STRIPING AT HALLWAY DOOR STRIPING AT BALER
<br />STRIPING REQUIREMENTS
<br />1. 5" WIDE PAINTED STRIPES (P5) @ 12" ON CENTER, @ 45 DEGREE ANGLE TO 5" WIDE EXTERIOR BOUNDARY LINES
<br />2. IF EXISTING HALLWAY, BALER, COMPACTOR, OR EYEWASH WARNING AREAS ARE PAINTED SOLID OR HAVE INCORRECT PATTERN,
<br />REMOVE EXISTING PAINT AND PAINT PER THE STRIPING CONDITIONS SHOWN HERE.
<br />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
<br />X.XX TO THE ITEM, AREA, OR SURFACE
<br />TO WHICH THE LEADER IS
<br />POINTING
<br />SALES
<br />IN ADDITION TO THE ROOM FINISH
<br />100 SCHEDULE, A KEYNOTE OR BLOCK
<br />X.XX X.XX OF KEYNOTES ATTACHED TO THE
<br />X.XX X.XX ROOM NAME TAG APPLY TO THE
<br />X.XX X.XX ENTIRE ROOM
<br />P3 - COLOR INDICATOR
<br />Sim
<br />2 FULL AND PARTIAL
<br />Al SECTION INDICATOR
<br />EXTERIOR AND INTERIOR
<br />ELEVATION INDICATOR
<br />SALES
<br />51-65-1 ROOM NAME AND NUMBER
<br />A6 PARTITION TYPE INDICATOR
<br />1A01. DOOR INDICATOR
<br />M WINDOW INDICATOR
<br />O
<br />OTV MONITOR
<br />(D-COLUMN LINE INDICATOR
<br />Ah 100'-0" HEIGHT ELEVATION INDICATOR
<br />IV FF FEL
<br />1001-01, PLAN ELEVATION INDICATOR
<br />5
<br />A2
<br />1 ENLARGED DETAIL INDICATOR
<br />l 1
<br />5
<br />_(
<br />A2
<br />DETAIL INDICATOR
<br />DETAIL NAME
<br />1 SCALE COD CO E
<br />INTERNAL INFORMATION ONLY
<br />STRIPING AT EYEWASH
<br />WALL LOCATION
<br />MAY VARY
<br />STRIPING AT COMPACTOR
<br />SIGNAGE LEGEND
<br />M I SIGN
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<br />SIGN, REF NOTE 3. w FF
<br />1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING
<br />LOCATIONS:
<br />A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE
<br />B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION
<br />C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE
<br />ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT
<br />IDENTIFICATION
<br />D. UNISEX TOILET AND BATHING ROOMS
<br />E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE
<br />2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE
<br />FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL 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 GROUND SURFACE, MEASURED
<br />FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
<br />SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A
<br />DOOR, THE SIGN SHALL BE 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 SIGN IS PROVIDED AT
<br />DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL ¢E LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE
<br />IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED
<br />ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR
<br />SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED
<br />BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS
<br />WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN
<br />DEVICES.
<br />4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR
<br />OTHER NON -GLARE MATERIALS OR FINISHES.
<br />5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ANSI Al 17.1 SECTION 703.4
<br />PARTITION TYPES
<br />REFERENCE SIDE OPPOSITE SIDE
<br />1/4" CEMENT
<br />BOARD
<br />3 5/8" METAL
<br />STUD TO V-0"
<br />ABOVE CEILING
<br />fililirwiT06Pl9l
<br />FINISHES TO
<br />MATCH
<br />EXISTING
<br />RESTROOM
<br />[E-
<br />1/4" CEMENT
<br />BOARD
<br />3 5/8" METAL
<br />STUD TO V-0"
<br />ABOVE CEILING
<br />1/2" PLYWOOD
<br />FINISHES TO
<br />MATCH
<br />EXISTING
<br />RESTROOM
<br />Y - -
<br />TACTILE EXIT SIGN
<br />SITE VERIFICATION REQUIREMENTS:
<br />TACTILE SIGN REQUIREMENTS
<br />1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS
<br />STATING "EXIT' AND COMPLYING WITH ANSI A117.1 SHALL BE PROVIDED ADJACENT
<br />1. A TACTILE SIGN STATING
<br />INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING
<br />TO EACH DOOR AN AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR
<br />CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE
<br />LOCATIONS.
<br />TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT
<br />OF PAVING, OR UTILITIES.
<br />2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE
<br />2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR
<br />U TT
<br />ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF
<br />CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING
<br />THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM THE HEIGHT THE
<br />MINIMUM
<br />CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING
<br />20 9: 7 3. MEASURED
<br />UPPERCASE "I" OF THE FONT. (ANSI Al -2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM
<br />STRUCTURAL COLUMN DIMENSIONS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS
<br />THE BASELINE OF THE CHARACTER SHALL MM) MINIMUM AND 2 INCHES (51 MAXIMUM
<br />SE
<br />AND ROOF DRAINS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE
<br />BASED THE HEIGHT OF THE UPPERCASE LETTER "I".
<br />WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING
<br />CONDITIONS.
<br />3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
<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 />4. CHARACTERS SHALL CONFORM TO THE FOLLOWING:
<br />THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS.
<br />4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32"MINIMUM AND SHALL BE SANS-
<br />4. NOT USED.
<br />SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
<br />5. NOT USED.
<br />4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2".
<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. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY
<br />SHALLB D. DOTSL B
<br />5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM)
<br />D
<br />REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE
<br />ON CENTER EACH CELL WITH 0.241" ( MM) (H SPACE BETWEEN CELLS. DOTS
<br />CONSTRUCTION OR ORDERING OF MATERIALS.
<br />SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND.
<br />8. NOT USED.
<br />9 NOT USED.
<br />6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE
<br />1NOT USED.
<br />LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE
<br />111. . REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL
<br />BASELINE OF THE HIGHEST TACTILE CHARACTER.
<br />MODIFICATIONS OR ORDERING OF ANY MATERIALS.
<br />7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE
<br />GENERAL REQUIREMENTS:
<br />LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE
<br />INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT
<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 />OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH
<br />BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES,
<br />CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER
<br />REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION.
<br />SCENARIOS.
<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 />PREFERRED SOLUTION
<br />a. PROPANE POWERED EQUIPMENT USED INSIDE THE ENCLOSED BUILDING SHALL HAVE CATALYTIC CONVERTERS ON MUFFLERS AND SHALL BE MAINTAINED AND
<br />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 />9��
<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).
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<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 />CD
<br />KNOWLEDGE.
<br />y y
<br />6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS
<br />SIGNS CONTAINING TACTILE
<br />z i I i
<br />DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE.
<br />z
<br />CHARACTERS SHALL BE
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<br />(_
<br />7. ANY DAMAGE TO WAL-MARTS PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO
<br />LOCATED SO THAT THERE IS
<br />_ _ _;
<br />ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE.
<br />THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING
<br />`
<br />AN 1 CLEAR FLOOR
<br />18"
<br />8.
<br />�
<br />CENTERED
<br />N
<br />AREA CENTERED ON THE
<br />SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL
<br />TACTILE CHARACTERS MIN
<br />EXISTING SECURITY SYSTEMS.
<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 />`
<br />DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION.
<br />10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT
<br />SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING
<br />TO MATCH ADJACENT EXISTING FINISHES.
<br />ALTERNATE SOLUTIONS
<br />11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN
<br />T PERFORM W RK TH CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION F SERVICES
<br />ORDER OO E S O
<br />AND 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 />--
<br />FOR PROPER OPERATION
<br />i --
<br />--
<br />i
<br />13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND 1N WITH ADJACENT WORK. COORDINATE
<br />i
<br />i--
<br />WITH WAL-MART CONSTRUCTION MANAGER.
<br />`--
<br />`--
<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 />A. WHERE THERE IS NO WALL SPACE B. THE REQUIRED SIGNAGE MAY
<br />15. NOT USED
<br />ON THE LATCH SIDE OF A SINGLE BE INSTALLED SO THAT THEG
<br />GENERAL THE 16. C CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS RESPONSES
<br />O , AND
<br />DOOR, OR TO THE RIGHT SIDE OF CLEAR FLOOR AREA IS BEYOND
<br />SUBMISSIONS.
<br />DOUBLE DOORS, SIGNS SHALL BE THE ARC OF ANY DOOR SWING
<br />17. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2
<br />ON THE NEAREST ADJACENT WALL. BETWEEN THE CLOSED POSITION
<br />GALLON WATER (E-10) AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR
<br />AND 45 DEGREE OPEN POSITION.
<br />FRACTION THEREOF (MINIMUM OF.TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES).
<br />18. THE PROJECT SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR
<br />COMPLETE DOCUMENTATION.
<br />19. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR
<br />TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO
<br />BE DONE UNDER SEPARATE PERMIT.
<br />20. NOT USED.
<br />21. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY.
<br />22, BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR
<br />_
<br />CREATING DAMAGE OF ANY KIND IN THE FUTURE.
<br />--�
<br />_
<br />DEMOLITION REQUIREMENTS:
<br />C. WHEN SIGN IS REQUIRED AT D. WHERE REFRIGERATED CASES OR
<br />1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
<br />A BANK OF DOORS, PLACE (1) FIXTURES IMPEDE THE REQUIRED
<br />2• THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND
<br />SIGN BETWEEN JAMBS. IF CLEAN FLOOR AREA, MOUNT SIGNAGE
<br />REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS
<br />JAMB IS NOT WIDE ENOUGH FOR TO THE END PANEL OF CASE OR
<br />SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB.
<br />SIGNAGE, PLACE (1) SIGN AT OWNER PROVIDED END PANEL FOR
<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 />RIGHT SIDE OF BANK OF DOORS. HALF GONDOLAS AND WALL
<br />4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND
<br />STANDARD FIXTURES.
<br />SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251.
<br />5. NOT USED
<br />6. NOT USED
<br />--�
<br />7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW
<br />y
<br />ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.
<br />12" MIN
<br />i
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<br />12" MIN
<br />E. WHERE WALL STANDARDS
<br />IMPEDE THE REQUIRED
<br />CLEAR FLOOR AREA, MOUNT
<br />SIGN DIRECTLY TO DOOR.
<br />ENSURE DOOR HAS
<br />AUTOMATIC CLOSER AND
<br />DOES NOT HAVE A
<br />HOLD -OPEN DEVICE.
<br />ALTERNATE LOCATION
<br />(NEAREST ADJACENT
<br />WALL, RIGHT-HAND SIDE
<br />OF OPENING PREFERRED)
<br />F. AT EGRESS DOORS IN THE
<br />GARDEN CENTER WHERE THERE
<br />IS 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 />'REFERRED
<br />RIGHT-HAND SIDE,
<br />ADJACENT TO DOOR)
<br />G. AUTOMATIC SLIDING DOOR
<br />LOCATIONS
<br />TACTILE SIGNAGE CANNOT
<br />BE LOCATED ON AUTOMATIC
<br />SLIDING DOOR PANELS.
<br />PANEL WIDTH TO MATCH
<br />DEPTH OF WAREHOUSE RACK
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<br />ELEVATION PLAN
<br />H. WHERE WAREHOUSE RACKS IMPEDE THE REQUIRED CLEAR FLOOR AREA
<br />ADJACENT TO THE DOOR, PROVIDE 3/8" A-B PLYWOOD PANEL WITH EASED
<br />EDGES AND ATTACH TO THE END OF THE WAREHOUSE RACK USING (4)
<br />GALVANIZED CARRIAGE BOLTS, WASHERS AND LOCKNUTS. CARRIAGE BOLTS
<br />ARE TO BE SIZED PROPERLY TO ENSURE THE BOLT END DOES NOT
<br />PROTRUDE BEYOND THE TOP OF LOCKNUT AND PANEL IS SECURE. IN
<br />GROCERY SERVICE AND PREPARATION AREAS, PAINT PLYWOOD P33 UNO.
<br />4'-0"
<br />MAXIMUM
<br />BRACE TO
<br />ADJACENT
<br />- - -
<br />- - WALL AT
<br />DIAGONAL 3 5/8"
<br />CORNER
<br />MTL STUD BRACING '
<br />AT 48" OCAS ------
<br />REQD TO
<br />20 GAUGE
<br />STABILIZE PARTITION
<br />I
<br />CLIP ANGLE
<br />20 GAUGE
<br />I
<br />TOP TRACK
<br />METAL STUDS
<br />AS SCHEDULED
<br />= I
<br />WALL FINISH
<br />REF PARTITION TYPES
<br />PARTITION BRACING
<br />PARTITION NOTES
<br />1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS.
<br />2. USE 1/2" GYPSUM BOARD ON NON -RATED PARTITIONS UNO.
<br />3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS.
<br />4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED
<br />CEILING SYSTEMS UNO.
<br />5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO.
<br />MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK
<br />DETAILS
<br />6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL
<br />COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY PARTITIONS
<br />REQUIRING ONE HOUR FIRE RATING SHALL COMPLY WITH UL#U905.
<br />7. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR
<br />HEAVIER.
<br />8. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO
<br />BE 20'-0".
<br />9. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS.
<br />10. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE
<br />CEILING AT 48" OC FOR INTERIOR WALL STUDS THAT DO NOT GO TO
<br />DECK AND FOR ALL WALLS LESS THAN 6" WIDE. REF 1-N1.
<br />11. USE GYPSUM BOARD BEHIND ALL FRP BOARD LINO.
<br />12. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD
<br />SUBSTRATE AT 10'-0" AFF.
<br />13. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED
<br />SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN
<br />FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED
<br />BY CODE.
<br />14. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48" AFF NEED
<br />5/8" GYP BD ABOVE 48" AFF. REF A7 FOR LOCATIONS.
<br />15. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER
<br />(PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN
<br />LIEU OF GLASS -MAT BACKER MATERIAL.
<br />16. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED PARTITIONS,
<br />ENSURE ALL PENETRATIONS AND JOINTS ARE SEALED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS.
<br />17. PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING
<br />FIREWALLS TO ACHIEVE 1 HOUR RATING.
<br />PARTITION LEGEND
<br />DETAIL: 111
<br />X-XX
<br />PLAN: HEIGHTNUMBER INDICATES STUD
<br />LETTER INDICATES NO NUMBER INDICATES
<br />PARTITION TYPE STUD HEIGHT TO BOTTOM
<br />REF PLANS AND 1 OF ROOF DECK TYP
<br />SHEET A6 A
<br />NUMBER INDICATES
<br />REFERENCE SIDE STUD SIZE AS FOLLOWS:
<br />OPPOSITE SIDE
<br />1 - 1 5/8" METAL 6 - 6" METAL
<br />2-21/2"METAL 8-8"CMU
<br />3-35/8"METAL 12-12"CMU
<br />f 1 HOUR RATED GYPSUM BOARD (NEW)
<br />UL#U419, UL#U442, OR UL#U465
<br />1 HOUR RATED CMU (NEW) UL#U905
<br />NON -RATED GYPSUM BOARD WALL (NEW)
<br />�Q�IYYI ACOUSTICAL INSULATION FULL WALL
<br />-- - THICKNESS (NEW)
<br />CHAIN LINK FENCE (NEW)
<br />COOLER/FREEZER WALL (NEW)
<br />EXISTING 1 HOUR RATED GYPSUM
<br />BOARD TO REMAIN
<br />EXISTING PARTITION OR WALL TO REMAIN
<br />CMU WALL (NEW)
<br />EXISTING WALL TO BE DEMOLISHED
<br />EXISTING CHAIN LINK FENCE
<br />EXISTING 48" HIGH PLYWOOD
<br />I TJ i WAINSCOT WITH 2x8 WOOD BASE
<br />-- CHAIR RAIL FURNISHED BY
<br />WALMART, INSTALLED BY G.C.
<br />NON -RATED GYPSUM BOARD WALL
<br />/ / (NEW) (GROCERY PREP AREAS)
<br />WITH SILL SEALER
<br />ABBREVIATION LEGEND
<br />GENERAL ABBREVIATIONS
<br />ABBR
<br />DEFINITION
<br />AB
<br />ANCHOR BOLT
<br />ACI
<br />AMERICAN CONCRETE INSTITUTE
<br />ACRYL
<br />ACRYLIC
<br />ADA
<br />AMERICANS WITH DISABILITIES ACT
<br />ADJ
<br />ADJACENT
<br />AFF
<br />I ABOVE FINISHED FLOOR
<br />CONST
<br />I CONSTRUCTION
<br />CONT
<br />CONTINUOUS
<br />CU
<br />CONDENSING UNIT
<br />DIA
<br />DIAMETER
<br />DSD
<br />DIRECTS SHIPPING DELIVERY
<br />EAS
<br />I 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 I GYPSUM BOARD
<br />HC I HANDICAP
<br />HDTV I HIGH DEFINITION TELEVISION
<br />INFO
<br />INFORMATION
<br />ISO
<br />ISOLATION
<br />JBE
<br />JOIST BEARING ELEVATION
<br />JST
<br />JOIST
<br />JT
<br />JOINT
<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 />MAX
<br />MAXIMUM
<br />MAU
<br />MECHANICAL AIR UNIT
<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 />NIC
<br />NOT IN CONTRACT
<br />NO
<br />NUMBER
<br />NS
<br />NEAR SIDE
<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 T
<br />REINF
<br />REINFORCING
<br />REQD I
<br />REQUIRED
<br />REV I
<br />REVERSE
<br />RXPFC I
<br />PHARMACY PAINT FIX CLEAN
<br />SC13
<br />SANITARY COVE BASE
<br />SCHED
<br />SCHEDULE
<br />SDI
<br />STEEL DECK INSTITUTE
<br />SIM
<br />SIMILAR
<br />SJI
<br />STEEL JOIST INSTITUTE
<br />SPECS
<br />SPECIFICATIONS
<br />SS
<br />STAINLESS STEEL
<br />STD
<br />STANDARD
<br />STRUC
<br />STRUCTURAL
<br />T&B
<br />TOP AND BOTTOM
<br />TEMP
<br />TEMPERED
<br />THK
<br />THICKNESS
<br />TO
<br />TOP OF
<br />TOC/fC
<br />TOP OF CONCRETE
<br />TOF
<br />TOP OF FOOTING
<br />TOGB
<br />TOP OF GRADE BEAM
<br />TOM
<br />TOP OF MASONRY
<br />TOP/TP
<br />TOP OF PAVING
<br />TOS
<br />TOP OF STEEL
<br />TRANS
<br />TRANSVERSE
<br />TYP
<br />TYPICAL
<br />LINO
<br />UNLESS NOTED OTHERWISE
<br />VCPFC
<br />VISION CENTER PAINT FIX CLEAN
<br />VERT
<br />VERTICAL
<br />W
<br />WIDTH
<br />DEFINITION LEGEND
<br />FINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WM
<br />ALSO REFERRED TO AS THE DEAL BOX COPY
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<br />ISSUE BLOCK
<br />CHECKED BY: j1
<br />DRAWN BY:
<br />TAP
<br />PROTO:
<br />192 SC
<br />PROTO CYCLE:
<br />122013
<br />DOCUMENT DATE:
<br />01/30/14
<br />GENERAL
<br />INFORMATION
<br />gl
<br />1 1/2" = 1'-0"
<br />SHEET:
<br />N 1
<br />
|