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9
<br />FLOOR 1 Plumbing Calculation (PER IBC TABLE2902.1)
<br />NOTES:
<br />1. URINALS MAY BE SUBSTITUTED FOR UP T075%OF REQUIRED WCS IN
<br />ABBREVIATIONS:
<br />GENERAL NOTES:
<br />OCCUPANCY WATER CLOSETS
<br />LAVATORIES
<br />DRINKING FOUNTAINS
<br />SERVICE
<br />A/C AIRCONDITIONING
<br />1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING
<br />2& ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO
<br />SINK
<br />2.
<br />3,
<br />MEWS FACILITIES PER WA. STATE IBC AMENDMENT 2902.1.1.2.
<br />URINALS MAYBE SUBSTITUTED FOR UP T025%OF REQUIRED WIN
<br />GENDER NEUTRAL FACILITIES, PER WA. STATE AMENDMENT 2902.1.1.3.
<br />IN OCCUPANCIES THAT REQUIRE MORE THAN TWO DRINKING FOUNTAINS
<br />PER FLOOR OR SECURED AREA, BOTTLE FILLING STATIONS MAY BE
<br />ACT
<br />A
<br />A
<br />ALT.
<br />APPROX.
<br />BD
<br />ACOUSTICAL CEILING TILE
<br />ABOVE FINISH FLOORCS
<br />AUTHORITIES HAVING JURISDICTION
<br />ALTERNATE
<br />APPROXIMATE
<br />BOARD
<br />SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING
<br />CONSTRUCTION.
<br />2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE
<br />CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH
<br />VISIBLE JOINTS TO A LEVEL FINISH UNLESS OTHERWISE NOTED. PATCH AND REPAIR SURFACES
<br />TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE
<br />ALIGNED.
<br />26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS
<br />TYPE LOAD I RATIO I MALE RATIO FEMALE
<br />RATIO MALE FEMALE
<br />RATIO COUNTS
<br />COUNTS
<br />AREAA
<br />1 PER 25
<br />1 PER 25
<br />1 PER 40
<br />1 PER 150
<br />FOR THE
<br />FOR THE
<br />FOR THE
<br />FOR THE
<br />SUBSTITUTED FOR UP To 50 PERCENT OF THE REQUIRED NUMBER OF
<br />BLDG
<br />BUILDING
<br />CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS
<br />PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS.
<br />B
<br />12
<br />FIRST 50,
<br />FIRST 50,
<br />FIRST 80,
<br />FIRST 150,
<br />DRINKING FOUNTAINS PER WA. STATE IBC AMENDMENT 2902.5.4.2
<br />ILK
<br />BLOCK
<br />ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL
<br />THEN 1 PER
<br />.2
<br />THEN 1 PER
<br />.2
<br />THEN
<br />1 PER
<br />.2
<br />.2
<br />THEN 1 PER
<br />.080
<br />4.
<br />DRINKING FOUNTAINS ARE NOT REQUIRED WITHIN INDIVIDUAL TENANT
<br />BLKG
<br />BOT
<br />BLOCKING
<br />BOTTOM
<br />BE PAID FOR BY THE CONTRACTOR.
<br />27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.
<br />50
<br />1
<br />50
<br />80
<br />500
<br />-
<br />5.
<br />6.
<br />SPACES IF LOCATED ON AN ACCESSIBLE ROUTE WITHIN 500 FEET OF THE
<br />MOST REMOTE LOCATION WITHIN THE TENANT SPACE PER WA. STATE
<br />AMENDMENT 2902.5
<br />FOR BUSINESS AND MERCANTILE OCCUPANCIES WITH AN OCCUPANT
<br />LOAD OF 15 OR FEWER, SERVICE SINKS SHALL NOT BE REQUIRED.
<br />DRINKING FOUNTAINS ARE NOT REQUIRED IN OFFICES WITH FLOOR
<br />OCCUPANT LOADS UNDER 30 (WSEC 2902.5.2).
<br />BIS
<br />Bu
<br />CAB
<br />C
<br />CUR LR
<br />COL
<br />CONC
<br />CONS
<br />BUILDING STANDARD
<br />BUILT UP
<br />CABINET
<br />CEILING
<br />CLEARANCE)
<br />COLUMN
<br />CONCRETE
<br />CONSTRUCTION
<br />3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,
<br />EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING
<br />NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL THE CONTRACTOR
<br />REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND
<br />LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN
<br />COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS,
<br />SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR
<br />28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN
<br />DRYWALUMILLWORK CONDITIONS.
<br />29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS
<br />SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY.
<br />30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL
<br />REQUIREDTOTALS
<br />1
<br />1
<br />1
<br />0
<br />PROVIDED TOTALS
<br />1
<br />1
<br />1
<br />1
<br />0
<br />AREA B
<br />1-PER-25
<br />1 PER 25
<br />1 PER 40
<br />1 PER 550
<br />FORTHE
<br />FOR THE
<br />FOR THE
<br />FORTHE
<br />C NT
<br />CONTINUOUS
<br />CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY
<br />MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER&BLOCKING
<br />B
<br />249
<br />FIRST 50,
<br />3.5 FIRST 50,
<br />3.5
<br />FIRST 80,
<br />2.6
<br />2.6
<br />FIRST 150,
<br />1.28
<br />CORR
<br />CPT
<br />CORRIDOR
<br />CARPET
<br />FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF
<br />TO BE FIRE TREATED.
<br />THEN 1 PER
<br />THEN 1 PER
<br />THEN 1 PER
<br />THEN 1 PER
<br />1
<br />CT
<br />CERAMICTILE
<br />CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE
<br />50
<br />50
<br />80
<br />500
<br />CTR
<br />DEMO
<br />OF L
<br />DIA
<br />ON
<br />DR
<br />DWG
<br />CENTER
<br />DEMOLITION
<br />DETAIL
<br />D INKING FOUNTAIN
<br />DIAMETER
<br />DOWNSION
<br />DOOR
<br />DRAWING
<br />CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE
<br />SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY
<br />SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.
<br />4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR
<br />WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR
<br />NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES.
<br />NoOR DISRU PTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE
<br />31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK.
<br />32. MOISTURE TEST- REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION
<br />ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE
<br />(MOISTURE TEST)FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE
<br />IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING
<br />REPRESENTATIVE(S), AND FLOORING SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF
<br />REQUIREDTOTALS
<br />4
<br />4
<br />3
<br />3
<br />2
<br />PROVIDED TOTALS
<br />8
<br />7
<br />5
<br />5
<br />2
<br />FLOOR 2 Plumbing Calculation (PER IBC TABLE 2902.1)
<br />OCCUPANCY
<br />WATER CLOSETS
<br />LAVATORIES
<br />DRINKING FOUNTAINS
<br />SERVICE
<br />SINK
<br />I
<br />DRW
<br />E
<br />EL
<br />ELEC
<br />ELEv
<br />DRAWER
<br />EAST
<br />EACH
<br />ELEVATION
<br />ELECTRICAL
<br />ELEVATOR
<br />TIME WORK IS TO COMMENCE.
<br />5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF
<br />WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED.
<br />6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE
<br />APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST
<br />CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL
<br />PERFORM THE FOLLOWING TESTS:
<br />A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1)
<br />TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF
<br />TYPE LOAD
<br />RATIO I MALE RATIO FEMALE
<br />RATIO MALE FEMALE
<br />RATIO I COUNTS
<br />COUNTS
<br />AREA
<br />1 PER 25
<br />1 PER 25
<br />1 PER 40
<br />1 PER 150
<br />FORTHE
<br />FOR THE
<br />FOR THE
<br />FOR THE
<br />EQ
<br />EQUAL
<br />SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL.
<br />WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST
<br />B
<br />17
<br />FIRST 50,
<br />.3
<br />FIRST 50,
<br />.3
<br />FIRST 80,
<br />.2
<br />.2
<br />FIRST 150,
<br />.113
<br />EQUIP
<br />EQUIPMENT
<br />EDITION OF ASTM F 1869 °STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE
<br />THEM PER
<br />THEM PER
<br />THEM
<br />PER
<br />N1
<br />THEM PER
<br />-
<br />EST
<br />EXIST
<br />ESTIMATE
<br />EXISTING
<br />7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY
<br />OF CONCRETE SUN -FLOOR USING AN HYDROUS CALCIUM CHLORIDE. PROVIDER WRITTEN
<br />50
<br />50
<br />80
<br />EXP
<br />FEC
<br />FF
<br />FH
<br />FIN
<br />FUR
<br />FLUOR
<br />EXPANSION
<br />FIRE EXTINGUISHERCABINET
<br />FACTORY FINISH
<br />FULL HEIGHT
<br />FINISH(ED)
<br />FLOOR
<br />FLUORESCENT
<br />REPRESENT REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO
<br />INSTALLATION FOR ARCHITECTS APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND
<br />PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM
<br />FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE).
<br />8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT
<br />OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS.
<br />REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE.
<br />B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT
<br />OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE.
<br />IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO
<br />ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE
<br />REQUIRED TOTALS
<br />1
<br />1
<br />1
<br />1
<br />0
<br />PROVIDED TOTALS
<br />1
<br />1
<br />1
<br />1
<br />(NOTE #3)
<br />0
<br />AREA B
<br />1 PER 251
<br />1 PER 25
<br />1 PER 40
<br />1 PER 550
<br />FORTHE
<br />FOR THE
<br />FOR THE
<br />FORTHE
<br />FDIC
<br />FURNISH BY OWNER,
<br />APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC
<br />B
<br />127 FIRST 50,
<br />2.3
<br />FIRST 50,
<br />2.3
<br />FIRST 80'
<br />1.6
<br />1.6 FIRST 150,
<br />.85
<br />FOS
<br />INSTALL
<br />FACE OF BYSTUDCS)ONTRACTOR
<br />9, CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL
<br />FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR
<br />THEN 1 PER
<br />THEN 1 PER
<br />THEN
<br />1 PER
<br />THEN 1 PER
<br />FOC
<br />FACE OF CONCRETE
<br />WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH
<br />50
<br />80
<br />500
<br />1
<br />FOF
<br />FT
<br />FACE OF FINISH
<br />FOOTIFEET
<br />10ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 114" IN 10'4'. THE CONTRACTOR SHALL
<br />FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT
<br />CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE
<br />REQUIREDTOTALS
<br />j�]2
<br />j
<br />3
<br />3
<br />2
<br />2
<br />1
<br />FUR
<br />GA
<br />GC
<br />FURREDIFURRING
<br />GAUGE
<br />GENERALCONTRACTOR
<br />NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD.
<br />11, ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE,
<br />COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE
<br />AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES..
<br />33. CONCRETE SLAB ON GRADE REPAIR- MINOR SCOPE (100 SQUARE FEET OR LESS)
<br />PROVIDED TOTALS
<br />2
<br />REFLECTED
<br />2
<br />2
<br />1
<br />ELECTRICAL NOTES:
<br />CEILING NOTES:
<br />DEMOLITION NOTES:
<br />GL
<br />GWB
<br />GLASSIGLAZING
<br />GYPSUM WALL BOARD
<br />AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE.
<br />WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE
<br />APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY)TO LOCATE
<br />1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING
<br />1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN
<br />1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS
<br />WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING
<br />HC
<br />HOLLOW CORE
<br />12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH
<br />EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB
<br />AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING
<br />SUSPENSION
<br />SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED
<br />CONTRACT PRICE.
<br />HCPD
<br />HANDICAPPED
<br />ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING).
<br />AT SUBJECT AREAS) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT
<br />OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE
<br />CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS.
<br />HDR
<br />HEADER
<br />FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING
<br />INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE.
<br />2.
<br />FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE
<br />HOW R
<br />HM
<br />HARDWARE
<br />HOLLOWMETAL
<br />13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL
<br />EXCAVATION), BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD
<br />2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT
<br />DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.
<br />HORIZ
<br />HORIZONTAL
<br />PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL
<br />MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD
<br />2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN.
<br />TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER
<br />3.
<br />CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND
<br />HR
<br />HOUR
<br />BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION.
<br />AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST
<br />VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER
<br />IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH.
<br />DEBRIS FOR THE DURATION OF CONSTRUCTION.
<br />HT
<br />HEIGHT
<br />CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT
<br />95%OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D
<br />ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY
<br />DISCREPANCIES BEFORE PROCEEDING WITH WORK.
<br />3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS
<br />q.
<br />IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY
<br />HVAC
<br />HE ATINGVENTILATING
<br />AIR CONDITIONING
<br />FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED.
<br />1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH
<br />MINIMUM WIDE PRESSURE SENSITIVE TAPE TO ENSURE RESISTANT
<br />REQUIRED.
<br />THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.
<br />INSUL
<br />INSULATION
<br />14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL
<br />WITH
<br />BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH LONG #4 RH
<br />T H 18 INCH LONG 24
<br />3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO
<br />REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO
<br />C
<br />CONCRETE
<br />INCHES ON CENTER EMBEDDED 81NCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI
<br />HILTI
<br />VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL
<br />q. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS
<br />5.
<br />AREA(S)
<br />JAN
<br />JT
<br />JANITOR
<br />JOIM
<br />ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT
<br />HIT-HY-200 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER
<br />OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE
<br />SHALL
<br />BE CENTERED IN THE TXZ SECTION OF INDIVIDUAL CEILING TILES
<br />SHALLAT
<br />B LEFT I 'BROOM CLEAITION "CONDI ION. AL DEBRIS
<br />SHALL BELEFTSMATERM CLEAN"CONDITION. DEBRIS AND
<br />A
<br />MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE,
<br />ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE
<br />WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS
<br />U.N.O.
<br />(EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW
<br />MISCELLANEOUS MATERIAL SHALL BE REMOVED.
<br />KIT
<br />KITCHEN
<br />PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS
<br />FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S)
<br />APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES.
<br />ELEMENTS).
<br />PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO
<br />(BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE
<br />4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET V-0",
<br />5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM
<br />6.
<br />ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH
<br />LAM
<br />LAV
<br />LAMINATE(D)
<br />LAVATORY
<br />INSTALLATION.
<br />CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A
<br />MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT
<br />MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED.
<br />MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O.
<br />BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.
<br />LH
<br />LEFTHAND
<br />1& ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED
<br />SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE.
<br />7.
<br />AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES,
<br />MAX
<br />MAXIMUM
<br />DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE.
<br />5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT,
<br />6. ALL
<br />SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF
<br />HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES
<br />MECH
<br />MECHANICAL
<br />FIREILIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION.
<br />IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT STRUCTURAL
<br />U.N.O.
<br />FINISHED
<br />FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING
<br />(INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT
<br />MR
<br />MEz
<br />METAL
<br />MEMNINE
<br />ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND
<br />TILE
<br />AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.
<br />SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS,
<br />MFR
<br />MANUFACTURE(R)
<br />16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING
<br />REQUIREMENTS.
<br />6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S
<br />RECOMMENDATIONS SPECIFICATIONS AND INSTRUCTIONS.
<br />7. THE
<br />REFLECTED CEILING PLAN INDICATES THE LOCATION CEILING
<br />PROTECTED SAVED AND REUSED AS DIRECTED HEREIN OR RETURNED TO
<br />�
<br />MIN
<br />MI SC
<br />MINIMUM
<br />MISCELLANEOUS
<br />SC oU5
<br />OF SOME EXISTING WALLS CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING EXCEPT WHERE NOTED
<br />34. CLEAN REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING &
<br />HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS.
<br />D I
<br />BUILDING STOCK.
<br />M1D
<br />MOUMED
<br />OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM
<br />OPERATIONAL MANNER.
<br />7, ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR
<br />MILL
<br />MULLION
<br />INSTALLATION OF WORK, AND REMOVAL EXISTING MATERIALS AND EQUIPMENT REQUIRED BY
<br />PLUMBNG LINES SHALL BE FULLY PACKED &SEALED IN ACCORDANCE WITH
<br />8. ALL
<br />SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS
<br />8.
<br />IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS,
<br />N
<br />NORTH
<br />THIS CONTRACT. PATCHED AREAS SHALLL MATCH THE MATERIALS FINISHES AND LEVELS
<br />35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS
<br />THE APPLICABLE BUILDING AND FIRE CODES.
<br />ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION
<br />SWITCHES WIRES THERMOSTATS ETC. TO THEIR SOURCE.
<br />rvIc
<br />NOT IN CONTRACT
<br />ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
<br />PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK.
<br />8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS.
<br />BY OTHERS- PERMITTED SEPARATELY.
<br />9.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING
<br />NTS
<br />NOT TO SCALE
<br />17, OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE
<br />36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS.
<br />9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS
<br />ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING
<br />CA
<br />OC
<br />OVERALL
<br />ON CENTER
<br />COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN
<br />9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT
<br />WITH
<br />MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT,
<br />CONSTRUCTION ELEVATOR LOBBY, PUBLIC CORRIDORS, OMS
<br />OD
<br />OUTSIDE DIAMETER
<br />DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR
<br />37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL
<br />SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF
<br />PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEENOR
<br />ENTFINI
<br />TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR
<br />off
<br />OPPOSITE HAND
<br />WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH ADIAMOND DRILL
<br />FLOOR PLAN(S)AND THE MOST CURRENT (IN FORCE)ISSUE OF THE IBC, IEC AND LOCAL
<br />CORING OR OUTLET INSTALLATION.
<br />ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE
<br />AS NOTED HEREIN.
<br />OPNG
<br />OPENING
<br />AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY
<br />CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH
<br />TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
<br />10.
<br />NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM
<br />P-LAM
<br />PLASTIC LAMINATE
<br />STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD
<br />OF TRAVEUEXIT TRAVEL DISTANCE) AS STARTING POINT FORA BASIS OF DESIGN. HOWEVER, IT
<br />10, FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL)
<br />BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE
<br />PNL
<br />PANEL
<br />PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE
<br />SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK
<br />LABELLED DEVICES THROUGHOUT.
<br />10. SUBMIT
<br />GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT
<br />DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.
<br />PR
<br />PAIR
<br />SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS
<br />THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER
<br />LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO
<br />RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND
<br />PTN
<br />PARTITION
<br />AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH
<br />THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE
<br />11, INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O.
<br />HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE
<br />INSTALLATION.
<br />FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL
<br />PAD
<br />RADIUS
<br />ADJACENT EXISTING WORK.
<br />DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION.
<br />OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM,
<br />11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,
<br />BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE
<br />RB
<br />RT
<br />RESILIENT BASE
<br />RESILIENTTILE
<br />18. CO NTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAYBE REQUIRED AT SLIDING DOORS,
<br />U.N.O.
<br />MECHANICAL DUCTSSTRUCTURAL ELEMENTS AND ALL OTHER RELATED
<br />SMOKE DETECTOR SHALL COVERED OR OTHERWISE REMOVED OR
<br />REF
<br />REFERENCE
<br />RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE.
<br />,
<br />ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS,
<br />S I
<br />ITS
<br />USED FOR OTHER THAN INTENDED PURPOSE.
<br />REFR
<br />REFRIGERATOR
<br />FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8'
<br />12. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM
<br />AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD
<br />REINF
<br />REINFORCING
<br />PER FOOT.
<br />EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF
<br />CONDITIONS INCLUDING LUMINAIRES.
<br />11.
<br />REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT
<br />REQ
<br />REQUIRED
<br />MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL,
<br />PERTAINING TO DATAICOMMUNICATIONS AND TELEPHONE SHALL BE
<br />REv
<br />RH
<br />REVISION
<br />RIGHT HAND
<br />19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING
<br />COLUMN, OR SIMILAR ELEMENTS, U.N.O.
<br />12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER
<br />VERIFIED WITH TELEPHONE COMPANIES AND TENANT.
<br />RM
<br />ROOM
<br />ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED
<br />OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR
<br />12.
<br />REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR
<br />RO
<br />ROUGH OPENING
<br />STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT
<br />13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR
<br />DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL
<br />DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET
<br />S
<br />SOUTH
<br />ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE
<br />MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF
<br />LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING
<br />CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET
<br />SC
<br />SOLID CORE
<br />SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR
<br />THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.N.O.
<br />FIXTURES.
<br />PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC.
<br />SEAL
<br />SECT
<br />SEALANT
<br />SECTION
<br />APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE
<br />BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE
<br />14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC.
<br />13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL
<br />13.
<br />DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON
<br />SHT
<br />SIM
<br />SHEET
<br />SIMILAR
<br />CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED.
<br />SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF
<br />CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS.
<br />DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF
<br />SPEC
<br />SPECIFICATION
<br />WALLCOVERINGS& CARPET SPECIFIED.
<br />SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW
<br />DEMOLITION REQUIRED COMPLETE THE WORK IN ACCORDANCE WITH
<br />so
<br />SQUARE
<br />20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL
<br />PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT
<br />THE CONTRACT DRAWINGS.
<br />SS
<br />STAINLESS STEEL
<br />FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS
<br />15. POWER/DATA?ELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS
<br />NOT LIMITED T0; CURRENT IBC WALL MOLDING (2' ANGLE) AND SEISMIC
<br />STL
<br />STEEL
<br />RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY.
<br />TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS.
<br />SEPARATION JOINTS).
<br />14.
<br />RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS
<br />STOR
<br />STIR C
<br />STORAGE
<br />STRUCTURAL
<br />MAINTAINED.
<br />SUSP
<br />SUSPENDED
<br />21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL
<br />16, THE FURNITURE ELECTRICAL IS AN 8-WIRE SYSTEM. ALL ELECTRICAL FEEDS
<br />14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING
<br />DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE
<br />TO ANY OF THE PRODUCT MUST BE IN AN 8-WIRE CONFIGURATION.
<br />FIXTURES
<br />AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES
<br />15.
<br />DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS
<br />TEL
<br />TELEPHONE
<br />DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS.
<br />"H'
<br />FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED
<br />MUCH AS PRACTICAL AND ALLOWED BY LAW.
<br />TEMP
<br />TFTI
<br />TEMPERED
<br />TENANT FURNISHED
<br />17. INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY.
<br />AS REQUIRED BY CURRENT BUILDING ANDIOR ENERGY COMPLIANCE
<br />B TENANT INSTALLED
<br />22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF
<br />CODES.
<br />THK
<br />THICKNESS)
<br />ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES
<br />18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT
<br />THRESH
<br />THRESHOLD
<br />INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS,
<br />PRIOR TO INSTALLATION.
<br />15, ALL
<br />EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE
<br />TV
<br />TELEVISION
<br />PLUMBING AND PLUMBING EQUIPMENT.
<br />19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR
<br />DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT
<br />TYP
<br />TYPICAL
<br />SYMBOL LEGEND:
<br />TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL
<br />DETERMINATION.
<br />UNFIN
<br />UNO
<br />UNFINISHED
<br />UNLESS NOTED OTHERWISE
<br />23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR
<br />STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT.
<br />2306
<br />IROOM NUMBER REFERENCE 5
<br />BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O.
<br />16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC
<br />OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN
<br />VCT
<br />VINYL COMPOSITION TILE
<br />24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY.
<br />DETAIL REFERENCE BUBBLE
<br />OUTLET FINISHES:
<br />ACCORDANCE WITH IMCABC OR SUPERCEDING CODE.
<br />VEN
<br />VERY
<br />VENEER
<br />VERTICAL
<br />-10.3
<br />ISOLATED GROUND- GRAY
<br />VESTI
<br />VESTIBULE
<br />2aoe DOOR NUMBER REFERENCE.
<br />UPS -ORANGE
<br />VFY
<br />VERIFY
<br />ALL OTHERS -MATCH BUILDING STANDARD
<br />vwc
<br />VINYL WALL COVERING
<br />, JOB NORTH
<br />0 REVISION REFERENCE
<br />SWITCH FINISH: MATCH BUILDING STANDARD
<br />COVERPLATE FINISH: MATCH BUILDING STANDARD
<br />W
<br />N
<br />WESTANIDE
<br />NTH
<br />© REFERENCE KEY
<br />(INCLUDES ALL COVERPLATES-POWERlVOICE/DATA)
<br />WD
<br />WOOD
<br />F1a.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET/KEY NOTES)
<br />W/o
<br />WITHOUT
<br />WT
<br />WEIGHT
<br />V
<br />W
<br />2
<br />O
<br />U
<br />N
<br />.?
<br />NN
<br />II..�
<br />N
<br />W
<br />Q
<br />ZCD
<br />7 O
<br />W
<br />C 0,
<br />V
<br />Q�
<br />L
<br />CL
<br />N
<br />4)
<br />N
<br />P m
<br />ZAP ENERGY
<br />Opus Seaway
<br />Floor 1 & 2
<br />2300 Merrill Creek Pkwy
<br />Everett, WA
<br />DESIGN JPC
<br />DRAWN NB/AG
<br />CHECKED TIP
<br />NO. 22-0799
<br />Sias REGISTERED
<br />ARCHITECT
<br />n
<br />MARK A. PETERSON
<br />STATE OF WASHINGTON
<br />02-17-2023 PERMIT SET
<br />GENERAL NOTES &
<br />SYMBOLS
<br />1-0.1
<br />2023.JPCARCHITECTS.LLC
<br />
|