drawing list - xavier university

DANA AVE.
VICTORY PKWY
R EG
I T EC
EXPIRATION DATE 12/31/2017
ISSUANCES
t h i n k c h a m p l i n . c o m
C i n c i n n a t i , O H 4 5 2 0 2 T 513.241.4474 F 513.241.0081
Drawn By
Checked By
Project Number
Client Number
3/ 21
/2 01
6 7:
50 :5
3 PM
45207
720 E Pete Rose Way Cincinnati, OH 45202 Tel: 513.241.4474 Fax: 513.241.0081
FOR BID/ PERMIT - MARCH 21, 2016
GALLAGHER STUDENT CENTER RENOVATION XAVIER UNIVERSITY
3800 VICTORY PARKWAY, CINCINNATI, OH 445207
1538 Alexandria Pike, Suite 11 Ft. Thomas, KY 41075 Tel: 859 442 8050 Fax: 859 442 8058 VICINITY MAP
CAMPUS MAP
NUMBER SHEET
A001 ARCHITECTURAL GENERAL NOTES, SYMBOLS & TYP DETAILS AD101 ARCHITECTURAL LEVEL 1 DEMOLITION PLAN
A101 LEVEL 1 ARCHITECTURAL FLOOR PLAN A102 LEVEL 1 REFLECTED CEILING PLANS A103 INTERIOR ELEVATIONS A104 ARCHITECTURAL DETAILS A105 ARCHITECTURAL DETAILS A106 THIRD FLOOR SHADE DETAILS A111 DOOR SCHEDULE AND DETAILS
I101 INTERIOR FINISH SCHEDULE AND DETAILS I102 FOR REFERENCE - STUDENT LOUNGE FURNITURE LAYOUT
FD101 FIRE PROTECTION- DEMOLITION- FIRST FLOOR F101 FIRE PROTECTION- NEW- FIRST FLOOR
MD101 MECHANICAL- DEMOLITION- FIRST FLOOR M-101 MECHANICAL DUCTWORK- NEW- FIRST FLOOR M-501 MECHANICAL DETAILS
E-001 ELECTRIC LEGEND E-501 ELECTRIC- DETAILS ED101 ELECTRIC- DEMOLITION- FIRST FLOOR
EL101 ELECTRIC LIGHTING- NEW- FIRST FLOOR EL601 ELECTRIC LUMINAIRE SCHEDULE
EP101 ELECTRIC POWER- NEW- FIRST FLOOR EP601 ELECTIRC- SINGLE LINE DIAGRAM EP602 ELECTRIC PANEL SCHEDULES
DRAWING LIST
R1
TRAVEL DISTANCE 70'-0"
CONTRACTOR TO VERIFY ALL EXISTING RATED WALLS WITHIN SCOPE OF WORK MEET RATED WALL REQUIREMENTS PER RATED WALLS SHOWN IN THE LIFE SAFETY DRAWINGS. EXTEND EXISTING PARTITIONS AS REQUIRED TO UNDERSIDE OF FLOOR/ROOF STRUCTURE ABOVE AND SEAL ALL PENETRATIONS AS REQUIRED AT RATED WALLS.
2 HR FIRE RATED BARRIER ASSEMBLY (FIRE DAMPERS REQUIRED)
1 HR RATED PARTITION
Xavier University - Gallagher Center Student Center Renovation
Building Code: All of the following references are to the Ohio Building Code 2011(OBC) Ohio Mechanical Code 2011 (OMC)
Project Description: Partial Renovation on the First Level of the existing building. Renovation of the existing campus Bookstore. This area will be divided into approximate half. With one half of the space to remain as the Bookstore with minimal renovation work, finish replacement and finish refurbishment. The remaining half will be renovated as a Student Lounge.
Note: No work affecting existing means of egress features. No change to existing fire extinguishers and location. No work at exterior, except minimal electrical work. No work at building structure. No work at existing toilet rooms. No change to existing atrium life safety design or smoke evac system. New work at Atrium corridor wall will match existing design of 1-hour rating achieved through rated walls and deluge sprinklers on either side of borrowed lites meeting building code requirements.
Building Occupancy Classification: Mixed Use (Original Construction 2002): A-1, A-2, A-3, B, M, S-1, U
Construction Type: 2A
Accessibility: Barrier-free design
Lower Level Area: 29,445s.f.
Level One Area: 15,480s.f.
Level Two Area: 15,000s.f.
Level Three Area: 15,865s.f.
R EG
I T EC
ISSUANCES
C i n c i n n a t i , O H 4 5 2 0 2 T 513.241.4474 F 513.241.0081
Drawn By
Checked By
Project Number
Client Number
3/ 21
/2 01
6 7:
51 :0
9 PM
45207
No. Description Date
MONITOR/ TV
TYPE A7 ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE OF 3-5/8" 20 GA. METAL STUDS @ 16" O.C. WITH NO SOUND ATTENUATION BLANKETS IN STUD SPACE. EXTEND STUDS AND BOARD TO 6" ABOVE CEILING. BRACE TOP OF WALL AS REQUIRED, BUT NOT LESS THAN 8'-0" O.C.
TYPE F2 1 HOUR RATED WALL UL# U419 PROVIDE TYPE "X" GYPSUM WALLBOARD FOR 1 HR UL RATING ON EACH SIDE OF 6" 20 GA. METAL STUDS @ 16" O.C. WITH 6" SOUND ATTENUATION BLANKETS IN STUD SPACE. EXTEND STUDS, BOARD, AND BLANKETS FULL HEIGHT TO DECK ABOVE.
TYPE F1 1 HOUR RATED WALL UL# U419 PROVIDE TYPE "X" GYPSUM WALLBOARD FOR 1 HR UL RATING ON EACH SIDE OF 3 5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 3" SOUND ATTENUATION BLANKETS IN STUD SPACE. EXTEND STUDS, BOARD, AND BLANKETS FULL HEIGHT TO DECK ABOVE.
TYPE A1 (U.N.O.) ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE OF 3-5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 3" SOUND ATTENUATION BLANKETS IN STUD SPACE. EXTEND STUDS, BOARD, AND BLANKETS FULL HEIGHT TO DECK ABOVE.
NOTES: 1. TYPICAL PARTITION TYPE IS WALL TYPE "A1" UNLESS NOTED OTHERWISE ON PLAN. 2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO THE LATEST EDITION
OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.
3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE. 4. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.
REPAIR ANY FIREPROOFING DAMAGED BY CONSTRUCTION TO MATCH EXISTING SYSTEM. 5. FLOOR TO FLOOR HEIGHT IS TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 6. ALL INTERIOR METAL STUD PARTITIONS ARE TO HAVE A 2 1/2" DEEP TOP TRACK FOR DEFLECTION COMPENSATION. DO NOT SCREW-
ATTACH STEEL VERTICAL STUDS OR GYPSUM WALLBOARD TO TOP DEFLECTION TRACK. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF THE STUDS.
7. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESS MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.
8. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.
9. SOUND ATTENUATION BATT (SAB) IS TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED OTHERWISE. 10. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT). 11. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED WITH METAL
"L" BEAD TRIM AND COMPOUND UNLESS NOTED OTHERWISE. 12. SCHEDULING OF A PARTITION DESIGN WHICH CARRIES A FIRE RATING DOES NOT IMPLY A FIRE SEPARATION FUNCTION FOR THAT
PARTITION. LOCATIONS OF FIRE AND SMOKE PARTITIONS ARE INDICATED ON THE LIFE SAFETY PLAN. 13. 1PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL
FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD CENTERED ON FIXTURE.
14. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814 15. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED
OTHERWISE. 16. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE
OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED. 17. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY
EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE WITH OHIO BASIC BUILDING CODE.
18. REFER TO ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS. 19. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P.
INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.
TYPE WD WOOD ACOUSTICAL PLANK SYSTEM ON FURRING STRIP ATTACHED WITH MOUNTING CLIPS. WC-1 INSTALL PER MANUFACTURER'S INSTRUCTIONS.
TYPE GL BACK PAINTED GLASS. PAINT PER FINISH SCHEDULE. SEE DETAILS.
TYPE C1 ONE LAYER OF 5/8" GYPSUM WALLBOARD ON ROOM SIDE OF 2 1/2" 20 GA. METAL STUDS @ 16" O.C. WITH NO SOUND ATTENUATION BLANKET IN STUD SPACE. EXTEND STUDS AND BOARD FULL HEIGHT TO DECK ABOVE. ATTACH TO STRUCTURE ABOVE W/ VERTICAL SLIP CONNECTIONS. SEE PARTITION NOTES THIS DWG.
TYPE B7 ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE OF 6" 20 GA. METAL STUDS @ 16" O.C. WITH NO SOUND ATTENUATION BLANKETS IN STUD SPACE. EXTEND STUDS AND BOARD TO 6" ABOVE CEILING. BRACE TOP OF WALL AS REQUIRED, BUT NOT LESS THAN 8'-0" O.C.
A.D. AC.T. ACOUS. A/C
ASPHALT CONCRETE
ANCHOR BOLT
ANGLE
CER.T. CER.
DF. D.F.
DIAG. DIA.
DIM. DISP.
DWR.
DIV.
CLO.
DOUGLAS FIR DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPOSAL DIVISION DOWN DOOR OPENING DOOR DOWN SPOUT DRAIN TILE DISHWASHER
DRAWER
DETAIL
BENCH MARK or BEAM
APPROXIMATE ARCHITECT ASPHALT
CLOSURE CLEAR CLOSET CAULKING CEILING JOIST
UNIT
CEILING
CERAMIC TILE CERAMIC CEMENT
CATCH BASIN CARPET CABINET
BUILT-UP ROOFING BETWEEN BRONZE
EXISTING EACH
EACH END EXHAUST FAN EXPANSION JOINT ELECTRICAL ELEVATION EDGE NAIL
(E)
ADJUSTABLEADJ.
LP
LC
LF
E.C. ELECTRICAL CONTRACTOR
C.HK. COAT HOOK
FACE NAIL
FACE OF MASONRY FACE OF FINISH
F.O.S. F.R.T.W.
FTG. FUT.
HARDWARE HARDWOOD
INTERIOR INVERT
HOT WATER
HDR. HEADER
FH.M.S.
F.HORN
EXPANSION EXPANSION BOLT EXPOSURE EXTERIOR
FLAT HEAD MACHINE SCREW
FINISH
CABINET
FIRE ALARM FACE BRICK FIREBOARD FIRE BELL FURNISHED BY OTHERS
FACE
APPROVAL)
REFLECTED CEILING
ROUND HEAD WOOD SCREW
MAT.
METAL
OFF.
O.F.S.
PLUMBING CONTRACTORP.C.
SOLID CORE
SQUARE
DRAWINGS
TOE NAIL TOOL JOINT
SUSP.
VINYL COMPOSITION TILE
SANITARY NAPKIN DISPENSER
1
ROOM NAME W/ ROOM NUMBER, AREA & OCCUPANCY
BUILDING SECTION NUMBER W/ SHEET NUMBER
WALL SECTION NUMBER W/ SHEET NUMBER
DOOR NUMBER
WALL TAG
WINDOW TAG
NORTH ARROW
BLOCKING = 2x8 FIRE RETARDANT TREATED WOOD, (FRTW). USE SPRUCE PINE FIR NO. 2, TREATED W/ DRICON
WHERE BLOCKING ATTACHES TO THE OPEN SIDE OF WALL STUD, PROVIDE 20 GA. TRACK x 7 1/4" LONG. SCREW TO STUD W/ 4 - NO.10-16 SCREWS EA. SIDE.
SCREW THROUGH STUD OR TRACK INTO THE END OF THE WOOD BLOCKING W/ 4 - NO. 9-18 x 1 1/2" CUT THREAD WOOD SCREWS. SCREWS SHALL HAVE A PROTECTIVE COATING. AN ACCEPTABLE FASTERNER IS BUILDEX 9- 18 x 1 1/2" HWH TRUGRIP COATED W/ CLIMASEAL.
TYP. 3/4" MAX.
BLOCKING = 8" DEEP x 14 GA. TRACK W/ 1 1/4" FLANGES CLIP & BEND FLANGES EA. END. CONNECT EA. END W/ 4 - NO.10-16 SCREWS
WHERE BLOCKING ATTACHES TO OPEN SIDE OF WALL STUD, PROVIDE 20 GA. TRACK x 8" LONG. SCREW TO STUD W/ 4 - NO.10-16 SCREWS EA. SIDE
WHERE BLOCKING ATTACHES TO OPEN SIDE OF WALL STUD, PROVIDE 20 GA. TRACK x 8" LONG. SCREW TO STUD W/ 4 - NO.10-16 SCREWS EA. SIDE BLOCKING = 8" DEEP x 14 GA.
TRACK W/ 1 1/4" FLANGES
12 GA.CLIP ANGLE 2"x2"x7 1/2" TALL W/ 4 - NO. 10-16 SCREWS IN EA. LAG.
WALL BLOCKING TYPE 1
OPTION B - PLAN VIEW
OPTION A - PLAN VIEW
OPTION A - ELEVATION VIEW OPTION B - (SIMILAR)
BLOCKING = 18 GA. x 8" MIN. TALL SHEET STEEL. SCREW TO STUDS W/ 4 - NO. 10-16 SCREWS @ EA. END. PROVIDE ONE ADDITIONAL SCREW EA. END FOR EACH 2" ADDITIONAL HEIGHT INCREASE IN THE BLOCKING PLATE. IF BLOCKING PLATE IS CONTINUOUS @ A WALL STUD, PROVIDE 2 ROWS OF SCREWS.
OF PLATE TYP.
PLAN VIEW
ELEVATION VIEW
PLAN VIEW
ELEVATION VIEW
NOTES:
WALL BLOCKING TYPE 1: TO BE USED FOR WALL MOUNTED ITEMS THAT WEIGH 50 POUNDS OR LESS AND THAT ARE NOT INTENDED FOR HUMAN SUPPORT. EXAMPLES OF WALL MOUNTED ITEMS THAT ARE INTENDED FOR HUMAN SUPPORT ARE HANDRAILS AND GRAB BARS. THESE CANNOT HAVE WALL BLOCKING TYPE 1.
WALL BLOCKING TYPE 2 OR 3: TO BE USED FOR ALL OTHER WALL MOUNTED ITEMS NOT MEETING THE REQUIREMENTS FOR WALL BLOCKING TYPE 1.
THE CONTRACTOR MUST COORDINATE WITH ALL TRADES TO DETERMINE WHICH TYPE OF WALL BLOCKING IS REQUIRED FOR EACH WALL MOUNTED ITEM. ALL ANCHORS SHALL EXTEND THROUGH THE WALL FINISH INTO THE BLOCKING. AVOID THE USE OF PLASTIC TYPE ANCHOR DEVISES. MANUFACTURERS OF THE WALL MOUNTED ITEMS MUST PROVIDE THE PULLOUT AND SHEAR FORCES AT THE ANCHORS DUE TO THE WEIGHT OF THE ITEM AS WELL AS THE LOADS THAT ARE REQUIRED TO BE SUPPORTED BY THE ITEM AS MANDATED BY THE GOVERNING AUTHORITY. ANCHORS MUST HAVE ADEQUATE STRENGTH TO SUPPORT THESE FORCES. CONTRACTOR HAS THE OPTION TO USE A PROPRIETARY BLOCKING SYSTEM WHICH MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL.
FILL MATERIAL (DEPTH TO BE MIN. 1/2")
METAL PIPE OR CONDUIT
1/ 2" 1/2" MIN. PROJECTION
TO A MAX. 2"
PIPE SLEEVE
THIS DETAIL IS DIAGRAMMATIC ONLY, MFR. OF FIRESTOP MATERIALS SHALL PROVIDE FINAL DESIGN AND APPLICABLE U.L. DESIGN NUMBERS.
SE E
PL AN
1HR PARTITION - SEE FLOOR PLAN & PARTITION TYPE SCHEDULE FOR REQUIREMENTS
PROVIDE FIRE SEALANT @JOINT AND OVER ENTIRE CLOSURE PLATE (TYP. BOTH SIDES)
TEST REF.: SIMILAR TO JMI/PHV 60-01
DEFLECTIONI TRACK - ATTACH TO CLOSURE PLATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.
2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.
3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.
4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.
5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.
6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.
8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.
9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.
10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.
11. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.
12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.
13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.
15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED. 16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT
LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.
17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFED IN ACCORDANCE WITH THE SPECIFICATIONS.
18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.
19. FURNISH AND INSTALL SEALANT AT ALL FIXTURES AND CHANGES IN MATERIAL, AND AS REQUIRED BY THE APPLICABLE HEALTH DEPARTMENT.
20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.
21. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.
23. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION. 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES
BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.
25. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES. 26. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE
DISRUPTIONS OF NORMAL FUNCTIONS OF THE OWNER'S OCCUPIED AREAS. 27. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE OWNER FOR THE
SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME.
28. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER.
29. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.
30. TEMPORARY BARRICADES WHERE INDICATED ON THE DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. THE GENERAL CONTRACTOR MUST COORDINATE SPECIFIC LOCATIONS WITH THE OWNER IN CONJUNCTION WITH THE CONSTRUCTION PHASING. TEMPORARY BARRICADES MUST BE CONSTRUCTED IN ACCORDANCE WITH OSHA REQUIREMENTS AND OWNER'S INTERIM LIFE SAFETY MEASURES.
31. DURING CONSTRUCTION, ISOLATE ALL HVAC SYSTEMS IN AREAS WHERE THE WORK IS BEING PERFORMED. COMPLETE ALL CRITICAL BARRIERS TO SEAL THE WORK AREA FROM THE REST OF THE FACILITY. MAINTAIN NEGATIVE AIR PRESSURE WITHIN THE WORK SITE USING HEPA EQUIPPED AIR FILTRATION UNITS. PROMPTLY SEAL ANY HOLES/PENETRATIONS BETWEEN THE WORK AREA AND THE REST OF THE FACILITY. CONTAIN CONSTRUCTION WASTE IN COVERED CONTAINERS BEFORE TRANSPORTING IT.
32. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.
33. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY. 34. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT
REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.
35. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.
36. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.
37. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.
38. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.
39. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.
40. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.
41. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.
42. ROOM IDENTIFICATION SIGNAGE IS REQUIRED TO MEET THE REQUIREMENTS FOR CHARACTER HEIGHT AND PROPORTION, FINISH AND CONTRAST, FRONT, BRAILLE AND PICTOGRAM TYPES AS INDICATED IN THESE DOCUMENTS. ROOM IDENTIFICATION SIGNAGE SHALL BE MOUNTED AT 60" ABOVE THE FINISHED FLOOR TO THE SIGN CENTERLINE AND SHALL BE MOUNTED TO THE WALL AT THE LATCH SIDE OF THE DOOR.
1-HOUR RATED SHAFT WALL. 4" STEEL STUDS @ 16" O.C.
1 LAYERS OF 5/8" GYPSUM BOARD
1" GYPSUM LINER PANEL
FASTENER 24" O.C. MAX. SHEAR AND WITHDRAWAL RESISTANCE AS REQUIRED BY SPECIFIC DESIGN CONDITIONS (TYP.)
USG STEEL J-RUNNER
SEALANT
FASTENER 24" O.C. MAX. SHEAR AND WITHDRAWAL RESISTANCE AS REQUIRED BY SPECIFIC DESIGN CONDITIONS (TYP.)
1/2" TYPE S PAN HEAD SCREW AT 12" O.C. (ATTACH BOTH SIDES OF C-H STUD AND J-RUNNER AT TOP AND BOTTOM OF STUD)
DUCTWORK
1-HOUR RATED WALL. SEE PARTITION TYPES.
1-HOUR RATED PARTITION BEYOND
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DETAILS
45207
GENERAL NOTESPARTITION TYPES
WALL BLOCKING DETAILS
1 1/2" = 1'-0"A001 A WALL PENETRATION - 1 HR & 2HR RATED PARTITION
1 1/2" = 1'-0"A001 B TYP. RATED WALL PARALLEL TO ROOF DECK - 1HR RATED TYPICAL MOUNTING HEIGHTS
HATCHED AREA - INTERIOR DEMOLITION AREA • REMOVE ALL INTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO: INTERIOR
PARTITIONS, CEILINGS, FLOOR FINISHES, EQUIPMENT, RUBBER OR WOOD BASE, CASEWORK AND ITEMS MOUNTED ON WALLS AND CEILINGS REMAINING ETC.
• SALVAGE 2X4 LIGHTS TO BE REINSTALLED IN NEW WORK. ANY LIGHTS THAT ARE NOT USED ARE TO BE RETURNED TO OWNER. COORDINATE WITH CEILING PLAN AND ELECTRICAL DRAWINGS.
• SALVAGE UNDAMAGED FULL ACOUSTICAL CEILING TILES THIS AREA. AT NEW WORK, USE THIS STOCK TO REPLACE DAMAGED CEILING TILES IN ROOM 109 AND AT MODIFIED CEILING WORK. RETURN REMAINING ATTIC STOCK TO OWNER.
• COORDINATE THE REMOVAL OF MECHANICAL, ELECTRICAL, SECURITY AND PLUMBING ITEMS WITH MEPT DRAINING.
• PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK. • SEE GENERAL NOTES AND KEYNOTES FOR ITEMS TO BE SALVAGED AND ADDITIONAL
SCOPE.
HATCHED AREA - LIMITED DEMOLITION • NO WORK AT FLOORING • CEILING SYSTEM, MINI-BLINDS AND DEVICES TO REMAIN. COORDINATE WITH NEW
WORK. • COORDINATE THE REMOVAL OF MECHANICAL, ELECTRICAL, SECURITY AND
PLUMBING ITEMS WITH MEPT DRAINING. • PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK. • SEE GENERAL NOTES AND KEYNOTES FOR ITEMS TO BE SALVAGED AND ADDITIONAL
SCOPE.
DOOR AND FRAME TO REMAIN. PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK.
DOOR AND FRAME TO BE REMOVED.
PARTITIONS AND CASEWORK TO REMAIN. PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK.
PARTITIONS AND CASEWORK TO BE REMOVED.
DEMOLITION PLAN LEGEND
NO WORK THIS AREA
1. NO WORK THIS AREA. 2. RELOCATE TV AND SUPPORT. SEE NEW WORK. 3. SALVAGE SLAT WALL AND STANDARDS. RETURN TO TENANT. 4. SALVAGE 2X4 LIGHTS TO BE REINSTALLED IN NEW WORK. ANY LIGHTS THAT ARE NOT USED ARE TO BE
RETURNED TO OWNER. COORDINATE WITH CEILING PLAN AND ELECTRICAL DRAWINGS. 5. SALVAGE TRACK LIGHTING AND PENDANTS. RETURN TO OWNER. 6. SALVAGE UNDAMAGED FULL ACOUSTICAL CEILING TILES THIS AREA. AT NEW WORK, USE THIS STOCK TO
REPLACE DAMAGED CEILING TILES IN ROOM 109 AND AT MODIFIED CEILING WORK. RETURN REMAINING ATTIC STOCK TO OWNER.
7. RELOCATE TRACK LIGHTING. MODIFY AS REQUIRED. SEE ELECTRICAL DRAWINGS. 8. REMOVE MINI-BLINDS. 9. MINI-BLINDS TO REMAIN. 10. OWNER TO REMOVE ANTI-THEFT SECURITY TOWER. CONTRACTOR TO REMOVE WIRE MOLDING AND ANY
ASSOCIATED POWER. 11. CHECK-OUT DESK/ CASEWORK AND SLAT WALL TO REMAIN. 12. DELAMINATE THE WALLCOVERING, AS INDICATED, TO BE REINSTALLED IN NEW WORK. 13. RELOCATE THERMOSTAT. SEE ELECTRICAL DRAWINGS. 14. RELOCATE FIRE STROBE. SEE ELECTRICAL DRAWINGS. 15. REMOVE HARDWARE AS REQUIRED FOR NEW WORK. 16. REMOVE BOARD. 17. SALVAGE POOL CUE RACKS AND RETURN TO OWNER. 18. REMOVE PHONE. 19. SALVAGE CROWN MOLDING AND CHAIR RAIL TO BE REINSTALLED IN NEW WORK. 20. REMOVE CEILING MOUNTED TV AND SUPPORT. 21. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SCOPE OF NEW WORK.
DEMOLITION PLAN KEYNOTES A. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT
OR THE OWNER FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.
B. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.
C. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.
D. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.
E. SALVAGE ANY SECURITY SYSTEM DEVICES AND RETURN TO OWNER. COORDINATE WITH ELECTRICAL AND TECHNOLOGY DRAWINGS.
F. COORDINATE WITH ELECTRICAL DRAWINGS FOR NEW LOCATIONS AND RE-LOCATIONS OF THE ELECTRICAL DEVICES.
DEMOLITION PLAN GENERAL NOTES
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LEGEND
12'-0" +/-
C1
WD
7
A105
5
2 2
1. ALIGN WITH EXISTING WALL 2. ALIGN 3. WALL PROTECTION PANEL. TYPICAL ALL WALL THIS ROOM. SEE MATERIAL AND
FINISH SCHEDULE AND NOTES. 4. CARD READER. SEE DOOR SCHEDULE AND ELECTRICAL DRAWINGS. 5. PROJECTION SCREEN ABOVE. 6. 1-HOUR PROTECTION TO BE CONTINUOUS TO STRUCTURE. WHEN RATED
PARTITION, CANNOT EXTEND VERTICALLY TO THE STRUCTURE DUE TO THE DUCT MAIN INTERFERENCE, PROVIDE A 1-HOUR RATED HORIZONTAL TRANSITION. SEE SHEET A001 FOR DETAILS.
7. ADA-COMPLIANT ENTRY SIGNAGE FOR "STUDENT LOUNGE" MATCHING BUILDING STANDARDS. COORDINATE WITH OWNER
8. ADA-COMPLIANT ROOM SIGNAGE. MATCH BUILDING STANDARDS. COORDINATE WITH OWNER.
FLOOR PLAN KEYNOTES A. SEE A001 FOR PROJECT NOTES. B. PATCH AND REPAIR AREAS DISTURBED BY DEMOLITION. SEE SHEET A001 NOTES. C. PATCH, REPAIR AND PAINT DAMAGED COLUMN FURRING IN ALL AREAS OF WORK,
INCLUDING AREAS TO RECEIVED FINISH MATERIAL. D. COORDINATE WITH OWNER ON SIGNAGE INSTALLATION REQUIREMENTS.
FLOOR PLAN GENERAL NOTES
NO WORK THIS AREA
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3"
CEILING PLAN KEYNOTES 1. ALIGN 2. PATCH AND REPAIR CEILING TO MATCH
EXISTING. 3. METAL CEILING TRANSITION TRIM AND DRYWALL
SOFFIT, WALL TYPE C1. SEE DETAIL A105. 4. PAINTED DRYWALL SOFFIT. PAINT TO MATCH
BOOKSTORE ENTRY SOFFIT. 5. MODIFY EXISTING CEILING GRID FOR NEW WORK.
INSTALL SALVAGED ACOUSTICAL CEILING TILES AND CEILING TRIM AND NEW TRIM, AS REQUIRED. REPLACE DAMAGED CEILING TILES WITH SALVAGED CEILING TILES.
6. CEILING RECESSED POWERED PROJECTION SCREEN - SEE ELECTRICAL DRAWINGS.
7. CEILING MOUNTED POWERED PROJECTION SCREEN - SEE DETAIL SHEET A105 AND ELECTRICAL DRAWINGS.
8. LCD PROJECTOR AND SUPPORT,OFOI. COORDINATE WITH OWNER AND THEIR VENDOR FOR FINAL LOCATION. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER AND DATA REQUIREMENTS.
9. RELOCATED TV AND SUPPORT PIPE, OFCI. COORDINATE WITH TENANT ON FINAL LOCATION. MATCH EXISTING DETAILING AND MANUFACTURER'S REQUIREMENTS. COORDINATE WITH ELECTRICAL DRAWINGS.
10. POWERED ROLLER SHADE CLOTH AND ALUMINUM POCKET CEILING TRIM. SEE DETAIL AND COORDINATE WITH ELECTRICAL DRAWINGS.
11. VERTICAL TRANSITION EXTRUDED PAINTED ALUMINUM CEILING TRIM. SEE DETAIL SHEET A105. BASIS OF DESIGN: ARMSTRONG AXIOM TRANSITIONS TRIM - CEILING TO CEILING STRAIGHT TRANSITION. COLOR TO MATCH MAIN CEILING.
12. EXISTING CEILING ASSEMBLIES TO REMAIN. PATCH AND PAINT AS REQUIRED.
13. DRYWALL SOFFIT, WALL TYPE C1 UNLESS NOTED OTHERWISE. TYPICAL. SEE DETAILS ON SHEET A105.
2' X 4' LIGHT FIXTURE
2' X 2' LIGHT FIXTURE
RECESSED DOWNLIGHT
SUPPLY - SEE MECH. DWGS.
EXHAUST - SEE MECH. DWGS.
SPRINKLER - SEE MECH. DWGS.
RECESSED CONTINUOUS WALL WASH
LINEAR DIFFUSER
GYPSUM BOARD
EXIT SIGN
CJ GYPSUM WALL BOARD CEILING CONTROL JOINT
LIGHT COVE
NO WORK THIS AREA
A. SEE DRAWING SHEET A001 FOR GENERAL INFORMATION AND PROJECT ABBREVIATIONS
B. COORDINATE WITH HVAC, PLUMBING, ELECTRICAL AND FIRE SUPPRESSION DOCUMENTS FOR ALL LIGHT FIXTURES, SPRINKLERS, POWER, HVAC, AND MEDICAL GAS OUTLET LOCATION AND TYPES. COORDINATE WITH ARCHITECTURAL RCP FOR LOCATION AND ALIGNMENTS OF FIXTURES
C. WHERE FIXTURES (INCLUDING SPRINKLERS, DIFFUSERS, SMOKE DETECTORS, CAN LIGHTS, ETC.) ARE SHOWN ON PLANS AS ALIGNED; ALIGN FIXTURES IN CENTER OF TILE OR CENTER OF AREA AS GRAPHICALLY SHOWN ON THE CEILING PLAN. NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES.
D. PROVIDE ACCESS PANELS IN HARD CEILINGS AS REQUIRED.
E. LOCATE SPRINKLER HEADS, SMOKE DETECTORS, CAN LIGHTS AND ALL OTHER FIXTURES IN ACOUSTICAL CEILING SYSTEM IN FIELD SO THAT THEY ARE CENTERED IN TILE UNO. REFER TO SKETCH BELOW.
2x4 ACT 2x2 ACT OR 4x4 ACT
ACCEPTABLE
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1/8" = 1'-0"A102 2 REFLECTED CEILING PLAN - CLOUDS AND SOFFIT LOCATIONS
3/16" = 1'-0"A102 1 LEVEL 1 - Ceiling Plan- OVERALL
WALLCOVERING
ALIGN WITH EXISTING
EXISTING WALLCOVERING , REINSTALLED
HARDWOOD TRIM ON HM BORROWED LITE FRAME. SEE DETAILS SHEET A104.
3
A104
10'-0" CEILING
10'-8" POCKET
9'-4" CLOUD
PROJECTION SCREEN
LINEAR PLANK AND ACOUTICAL FELT SYSTEM - FULL HEIGHT FROM FLOOR TO TOP OF SOFFIT. SEE TYPICAL DETAIL 1/A105
START PATTERN WITH A FULL WIDTH BOARD
2
A105
5
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1/2" = 1'-0"A103 1 ELEVATION - GLASS COLUMN
1/2" = 1'-0"A103 2 ENLARGED PLAN - TYPICAL GLASS COLUMN
1/2" = 1'-0"A103 3 ENLARGED PLAN - PARTIAL GLASS COLUMN
3/8" = 1'-0"A103 5 ELEVATION- ENTRY
3/8" = 1'-0"A103 4 ELEVATION- BORROWED LITE
3/8" = 1'-0"A103 6 ELEVATION - STAGE WALL
LINE OF FINISHED FLOOR, COORDINATE WITH FINISH TYPE AND THICKNESS
8"
1/4" ALUMN J CHANNEL WITH GASKET GLAZING. J NOSING CHANNEL AT TOP EDGE OF GLASS.
BACK PAINTED GLASS. SEE FINISH SCHEDULE.
EXISTING COLUMN FURRING.
ANODIZED ALUMN EDGE PROTECTION TRIM FROM TOP OF BASE TO CEILING, ALL OUTSIDE CORNERS. BASIS OF DESIGN: SCHLUTER-INDEC 7/16"
SECTION DETAIL PLAN DETAILA B PLAN DETAILC
ANODIZED ALUMN EDGE PROTECTION TRIM FROM TOP OF BASE TO CEILING, ALL INSIDE CORNERS. BASIS OF DESIGN: SCHLUTER-JOLLY 1/2"
8" COLUMN WOOD BASE.
4" TYPICAL WOOD BASE.
ANODIZED ALUMN EDGE PROTECTION TRIM FROM TOP OF BASE TO CEILING, ALL OUTSIDE CORNERS. BASIS OF DESIGN: SCHLUTER-INDEC 7/16"
BACK PAINTED GLASS AND J CHANNEL BELOW. SEE FINISH SCHEDULE.
4 3/4"4 3/4"
W10 W16
W1 - SOLID OAK BASE ADHERED AND FASTENED TO EXISTING WALL ALIGN WITH EXISTING. W2 - RUBBER BASE, HARDWOOD CHAIR RAIL MOULDING AND HARDWOOD PICTURE RAIL MOULDING. W3 - 3/16" CLEAR SAFETY GLASS W4 - 3/16" TRANSOM GLASS W5 - 3/4" VENEER PLYWOOD W6 - HARDWOOD TRIM, UNLESS NOTED OTHERWISE. W7 - ALIGN W8 - PAINTED HM FIRE RATED FRAMING W9 - HARDWOOD BASE W10 - HARDWOOD BASE CAP W11 - 1/2" W X 1/4" D WOOD REVEAL W12 - REINSTALLED EXISTINGTEXTILE WALLCOVERING (BELOW PICTURE RAIL) W13 - LINE OF EXISTING WOOD BASE W14 - LINE OF NEW WOOD BASE AT NEW TRIM. W15 - PROVIDE BLOCKING AS REQUIRED. W16 - TYPICAL 4" WOOD BASE. SEE DETAIL 3/A103.
A. THE DESIGN INTENTION IS TO MATCH THE EXISTING CORRIDOR AND BOOKSTORE B. WOODWORK AND TRIM APPEARANCE. MATCH EXISTING PROFILES, SIZES, MOUNTING
HEIGHTS, TYPES AND STAINS. NEW CONSTRUCTION TO ALIGN IN HEIGHT AND FACE OF TRIM THAT MEET ARE TO BE FLUSH.
C. HARDWOOD - MATCH EXISTING: CONFIRM EXISTING IS TRUE QUARTER OAK WITH FLAKE STAINED TO MATCH VENEER OR HARD MAPLE STAINED TO MATCH THE VENEER. PROVIDE SAMPLE FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION.
D. VENEER - MATCH EXISTING: CONFIRM EXISTING IS QUARTERED HEAVY FIGURED EUCALYPTUS WITH CUSTOM STAIN, AWI FINISH TR2 CATALYZED LACQUER 45 SHEEN; PARCEL/ FLICH: 4496; SUBSTRATE PER MANUFACTURER'S RECOMMENDATION. MEET ALL CODES AND REGULATIONS. PROVIDE SAMPLE FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION.
E. ATTACH WOOD TRIM TO HM FRAMING WITH STAGGERED SCREWS, COUNTERSINK AND PLUG. PROVIDE NEOPRENE OR SILICON GLAZING GASKETS AS REQUIRED.
F. MITER WOOD CORNERS. G. ALL CORNER CONDITIONS TO BE HARDWOOD. DO NOT PROVIDE VENEER TRIM. H. CHAIR RAIL - MATCH EXISTING. I. PICTURE RAIL - MATCH EXISTING.
GENERAL NOTES - WOOD TRIM
MATCH EXISTING PROFILE
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3" = 1'-0"A104 4 PLAN DETAIL - BORROW LITE TRIM
3" = 1'-0"A104 2 TYPICAL WOOD BASE
ENTRY PLAN - 1 1/2" = 1'-0" No. Description Date
3" = 1'-0"A104 3 SECTION - BORROW LITE W/ WOOD TRIM
ANGLE MOLDING
5/8" GYP. BD., PAINTED
4" UPTURN WD PANEL
STUD AND TRACK
3 3/4"
5/8" GYP. BD., PAINTED
STUD AND TRACK
3 3/4"
ANGLE MOLDING
4" AXIOM PERIMETER TRIM
STUD AND TRACK
5/8" GYP BD
5"X5" 2-SIDED PT ALUM PERMITER POCKET AND SUPPORT SYSTEM. BOD IS AXIOM AXP255, WITH 3" CLOSURE CLIP PAINTED TO MATCH ADJACENT CEILING
POWERED ROLLER SHADE CLOTH
BLOCKING AT CLIPS
LINEAR PLANK
STRUCTURE ABOVE.
ARMSTRONG AXIOM
ASSEMBLY EXTENDS FROM TOP OF FLOOR SLAB TO UNDERSIDE
OF DECK ABOVE. BRACE AS REQUIRED
TO SECURE TO STRUCTURE ABOVE
UNDERSIDE OF STRUCTURE ABOVE;V.I.F.
5/8" TYPE "X" GYPSUM BOARD OVER 3-5/8" METAL STUDS. PAINT AS INDICATED ON RCP.
10'-10"+/- A.F.F.
10'-0" A.F.F.
LINEAR PLANK SYSTEM AND ACOUTICAL FELT BEYOND - PLANKS RUNNING PERPENDICULAR TO FLOOR. WALL IS TO BE COMPOSED OF FULL WIDTH PLANKS WITH STAGGERED JOINTS USING THE LONGEST LENGTHS POSSIBLE.
LINEAR PLAN SYSTEM AND ACOUTICAL FELT - PLANKS RUNNING PARALLEL TO FLOOR
TRIM TOP PLANK AS REQUIRED TO FIT.
PROJECTION SCREEN, BEYOND
2" WOOD FACIA BY CEILING MANUFACTURER, SET BEHIND MAIN PLANK
WALL ANGLE & SCREWS
3"
LED COVE LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS
LINEAR PLAN SYSTEM AND ACOUTICAL FELT - PLANKS RUNNING PARALLEL TO FLOOR
LINEAR PLANK SYSTEM AND ACOUTICAL FELT - PLANKS RUNNING PERPENDICULAR TO FLOOR. WALL IS TO BE COMPOSED OF FULL WIDTH PLANKS WITH STAGGERED JOINTS USING THE LONGEST LENGTHS POSSIBLE.
4" +/-
2"
TOP OF FRAME 9'-11" +/-
5/8" GYP BD
5"X5" 2-SIDED PT ALUM PERMITER POCKET AND SUPPORT SYSTEM. BOD IS AXIOM AXP255, WITH 3" CLOSURE CLIP PAINTED TO MATCH ADJACENT CEILING.
POWERED ROLLER SHADE CLOTH
ACOUSTICAL CLG SYSTEM
45 DEGREE METAL STUD BRACING AT 16" C/C - SECURE TO UNDERSIDE OF EXIST. STRUCTURE ABOVE.
ELECTRICALLY OPERATED PROJECTOR SCREEN
FRONT OF PROJECTOR SCREEN
SECURE TO UNDERSIDE OF EXIST. STRUCTURE
ABOVE.
PAINT EXPOSED HOUSING TO MATCH CEILING
SUSPENDED ACOUSTICAL CEILING REFL. CEILING PLANS
VIBRATION ISOLATION HANGERS AS REQ'D - CONTINUOUS FULL LENGTH OF PROJECTOR CASE PLUS TWO FEET
PROVIDE 18 GA. METAL STUD FRAMING ANCHORED TO UNDERSIDE OF
STRUCTURE ABOVE - 16" C/C FULL LENGTH OF PROJECTOR CASE PLUS
TWO FEET
ONE AT EACH CORNER
SIZE
SYSTEM; SECURE TO STRUCTURE ABOVE
AXIOM PERIMETER TRANSITION TRIM SYSTEM, REFER TO
REFLECTED CEILING PLAN. MECHANICALLY FASTEN TRIM TO
CEILING GRID SYSTEM
LIGHT GAUGE METAL FRAMING 16" O.C. BRACE TO STRUCTURE ABOVE
5/8" PAINTED GWB
1'-0"
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3" = 1'-0"A105 11 SECTION DETAIL - AT ACOUSTIC CEILING TILE
1 1/2" = 1'-0"A105 5 SECTION DETAIL - HIGH CLG WINDOW SHADE DETAIL
3" = 1'-0"A105 1 SECTION DETAIL - TYICAL WOOD WALL
1 1/2" = 1'-0"A105 7 SECTION DETAIL - WOOD WALL TOP
3" = 1'-0"A105 2 PLAN DETAIL - WOOD WALL
1 1/2" = 1'-0"A105 6 SECTION DETAIL - MAIN CLG WINDOW SHADE DETAIL
1 1/2" = 1'-0"A105 4 SECTION - TYPICAL CEILING TRANSITION
1 1/2" = 1'-0"A105 8 SECTION - SOFFIT AT FEATURE WALL
V.I.F.
15'-4"
V.I.F.
4'-5"
V.I.F.
6'-6"
V.I.F.
4'-5"
WALL MOUNTED POWERED SHADE BRACKETS AND ANGLES ATTACHED TO CURTAIN WALL PER MANUFACTURERE'S INSTALLATION REQUIREMENTS. STANDARD SQUARE FASCIA PAINTED TO MATCH CURTAIN WALL. SINGLE SHADE - SEE FINISH NOTES.
SHADECLOTH IS CENTERED ON MULLIONS
A106
2
Sim
A106
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3/8" = 1'-0"A106 1 PARTIAL FLOOR PLAN - LEVEL 3
LINE INDICATION OF FINISHED CEILING
CONTROL JOINT. PROVIDE CONTROL JOINTS SPACED 30'-0" O.C. MAXIMUM AT CLOSEST DOOR JAMB LOCATION WITHIN MAXIMUM ALLOWED SPACING.
FRAME AS SCHEDULED
DOOR AS SCHEDULED
JAMB ANCHER (S)
SECURE JAMB STUDS TO STUDS STRUCTURE ABOVE
COORDINATE STUD SIZE WITH SPECS AND PARTITION SCHEDULE
TYPICAL CEILING HEIGHT AS INDICATED ON CEILNG PLAN
CRIPPLE STUD AT CONTROL JOINT LOCATIONS. REFER TO SPECIFICATIONS.
FLAT STRAP
DOOR TYPE-F
* - MATCH EXISTING
WOOD TRIM APPLIED TO SURFACE. PROFILE TO MATCH EXST BOOKSTORE DOORS.
INTERIOR FLUSH DOOR
FRAME TYPE-1
PATTERN
WITH TRANSOM MATCH EXISING BOOKSTORE FRAME. COORDINATE WITH WOOD TRIM
REQUIREMENTS.
WITH TRANSOM MATCH EXISING BOOKSTORE FRAME. COORDINATE WITH WOOD TRIM
REQUIREMENTS. 1'
-1 1
GLASS AREA APPROX = 2,130SI
HOLLOW METAL FRAME - CAULK FRAME PERIMETER BOTH SIDES
METAL STUD HEADER
5/8" GYPSUM WALLBOARD (TYPE "X" WHERE SCHEDULED) ON METAL STUDS. CONTINUE STUDS, GWB, AND SOUND ATTENUATION BATTS (WHERE SCHEDULED) TO DECK U.N.O.
1/2" 1/2"
5/ 8"
HOLLOW METAL FRAME - CAULK FRAME PERIMETER BOTH SIDES. ANCHORS AS SPECIFIED.
METAL STUD TO HEADER
5/8" 2"
1/ 2"
1/ 2"
2" 1
5/8" GYPSUM WALLBOARD (TYPE "X" WHERE SCHEDULED) ON METAL STUDS.
GENERAL NOTES SEE FINISH AND MATERIAL SCHEDULE. HARDWARE FINISH TO MATCH EXISTING BOOKSTORE HARDWARE FINISH. MATCH EXISTING BUILDING DOOR HARDWARE TYPES AND MANUFACTURERS FOR LIKE APPLICATIONS.
HARDWARE SET 1 (INTERIOR STORAGE) 3 HEAVY DUTY HINGES 1 STOREROOM LOCKSET (SCHLAGE: D 80 PD) 1 WALL STOP 1 CYLINDER RIGID VINYL WALL PROTECTION, BOTH SIDES DOOR (SEE MATERIAL AND FINISH SCHEDULE) RIGID VINYL DOOR EDGE PROTECTION (SEE MATERIAL AND FINISH SCHEDULE)
HARDWARE SET 2 (INTERIOR PAIR, STEERAGE WITH ONE INACTIVE LEAF) 3 HEAVY DUTY HINGES 1 STOREROOM LOCKSET (SCHLAGE: D 80 PD) 2 FLUSH BOLTS 1 DUSTPROOF STRIKE 2 OVERHEAD STOPS 1 CYLINDER RIGID VINYL WALL PROTECTION, BOTH SIDES DOOR (SEE MATERIAL AND FINISH SCHEDULE) RIGID VINYL DOOR EDGE PROTECTION (SEE MATERIAL AND FINISH SCHEDULE)
HARDWARE SET 3 (INTERIOR PAIR – ENTRY, RATED) 3 EXTRA HEAVY DUTY HINGES 1 SET AUTO FLUSH BOLTS 1 EA DUSTPROOF STRIKE 2 EA CLOSERS 1 COORDINATOR WITH FILLER AND BRACKETS 1 SET SMOKE GASKETS/ SEALS 1 ASTRAGAL 1 CLASSROOM LOCKSET (SCHLAGE: D70 PD) 1 CYLINDER 1 ELCTRIFIED WALL MAGNETIC HOLD OPENS - SEE ELECTRICAL SPECIFICATIONS POWER -- SEE ELECTRICAL DRAWINGS NOTE: MATCH EXISTING BOOKSTORE HARDWARE. DOORS TO RELEASE WITH ACTIVATION OF FIRE ALARM, SMOKE EVAC SYSTEM OR SMOKE DETECTORS.
HARDWARE SET 4 (EXISTING INTERIOR STAIR) REMOVE ALARM / SOUNDER. NOTE: PROVIDE FREE ACCESS IN AND OUT OF DOOR.
HARDWARE SET 5 (EXISTING EXTERIOR STAIR) REPLACE EXTERIOR GASKETS. CARD READER - MATCH EXISTING BUILDING SYSTEM. MOUNT TO BE ADA COMPLIANT. POWER SUPPLY - SEE ELECTRICAL DRAWINGS. NOTE: MODIFY EXISTING DOOR TO PROVIDE ACCESS CONTROL FOR STUDENT/ STAFF ONLY ENTRY FROM THE EXTERIOR INTO THE STAIR. COORDINATE WITH ELECTRICAL DRAWINGS AND OWNER. DOOR MUST ALWAYS ALLOW FREE OUT.
HARDWARE SETS
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NUMBER ROOM DOOR FRAME DETAIL FIRE
RATING HARDWARE COMMENTSTO ROOM NAME WIDTH HEIGHT MATERIAL TYPE THK. TYPE MATERIAL HEAD JAMB
110 STUDENT LOUNGE 6' - 0" 7' - 0" WD FP 0' - 2" 2 HM * * 3/4-HR 3 *SEE DETAILS; PAINT FRAME TO MATCH WD TRIM; DOOR IS COMPONENT OF ATRIUM LIFE SAFETY CLOSURE SYSTEM; PROVIDE ASTRGAL
110A STOR 6' - 0" 7' - 0" WD F 0' - 2" 1 HM 1 2 2 DOOR PROTECTION PANEL 110B STOR 6' - 0" 7' - 0" WD F 0' - 2" 1 HM 1 2 2 DOOR PROTECTION PANEL 110C STOR 4' - 0" 7' - 0" WD F 0' - 2" 1 HM 1 2 1 DOOR PROTECTION PANEL ST1-Ca STAIR C 3' - 0" 7' - 0" EXST EXST 0' - 2" EXST HM 1-HR 4 MODIFY EXISTING RATED HARDWARE ST1-Cb STAIR C 3' - 0" 7' - 0" EXST EXST 0' - 2" EXST HM 1-HR 5 MODIFY EXISTING HARDWARE
1/2" = 1'-0"A111 B DOOR TYPICAL CONTROL JOINT DETAIL
1/2" = 1'-0"A111 A DOOR TYPICAL TYPICAL DETAIL
1/2" = 1'-0"A111 C DOOR AND FRAME TYPES
3" = 1'-0"A111 1 DOOR HEAD DETAIL - #1
3" = 1'-0"A111 2 DOOR JAMB DETAIL - #2
BORROWED LITES
3" = 1'-0"A111 7 BORROWED LIGHT SILL @ FLOOR
3" = 1'-0"A111 4 BORROWED LIGHT JAMB
110C - HM / FRAME TYPE 3/ FIRE RATING = 3/4-HOUR / SEE BORROWED LITE DETAILS THIS SHEET. REMARK: PROVIDE RATED HM FRAME. GLASS FIRE PROTECTION PROVIDED BY DELUGE SPRINKLERS - SEE FIRE PROTECTION DRAWINGS. PROVIDE GLASS STOPS AND GASKETS TO MEET CODE LOAD AND RATING REQUIREMENTS.
-
-
VP-2
Align
Align
Align
NOTE: EXTENT OF BOOKSTORE FINISH WORK IS TO BE DETERMINED BY FOLLETT CORPORATE.
WORK WILL BE DONE BY TENANT, WITH THE EXCEPTION OF ALTERNATE #A01 DEMOLITION - IF IT IS ACCEPTED.
ENTRANCE ALCOVE NOTES 10, 11
NOTE 12
3'-1 1/2"
5'-3 3/4"
TC-1 TEXTILE COMPOSITE FLOORING MANUF.: KINETEX STYLE: UMBRA (1819) COLOR: 1766 ECLIPSED SIZE: 18" X 36" BACKING: POLYESTER FELT CUSHION INSTALLATION:ASHLAR - DIRECTION FROM ENTRANCE TO SOUTH WINDOW REP: ERIN RINK: [email protected]
TC-2 TEXTILE COMPOSITE FLOORING MANUF. KINETEX STYLE: PROPEL ( 1817) COLOR: 1708 OUTPACE SIZE: 18" X 36" BACKING: POLYESTER FELT CUSHION INSTALLATION:ASHLAR - DIRECTION FOLLOWING STRIPE DIRECTION REP: ERIN RINK: [email protected]
VP-1 VINYL PLANK RESILIENT FLOORING MANUF.: CENTIVA STYLE: EVENT COLOR: WP-3315-E TG MAHOGONY -
SUBMIT SAMPLE FOR FINAL APPROVAL SIZE: 4" X 36" SURF. TEXT.: (TG) STANDARD (SE) SQ. EDGE REP: MARY SIEWE: [email protected]
VP-2 VINYL PLANK RESILIENT FLOORING MANUF.: CENTIVA STYLE: CONTOUR COLOR: CP-3201-C-TK GRAPPA NOCE SIZE: 4" X 36" SURF. TEXT.: (NG) NATURAL GRAIN EDGE: SQUARE EDGE (SE) REP: MARY SIEWE: [email protected]
B-1 4" RUBBER BASE MANUF.: JOHNSONITE COLOR: #48 GRAY SIZE: 4" COVED BASE REP: ROD SEABOLT: [email protected]
GL-1 BACK PAINTED GLASS COLUMN PANELS MANUF.: SEE SPECIFICATIONS COLOR: SHERWIN WILLIAMS SW6537 LUXE BLUE SIZE: 1/4" TEMPERED INSTALLATION:SEE DRAWINGS & SPECIFICATIONS
WB-1 WOOD BASE DETAIL.: SEE SHEET A104 FINISH: TO MATCH VP-1 - SUBMIT SAMPLE FOR APPROVAL SIZE: 4" HT x 3/4" - SEE DETAIL 2/A104
WP-1 .060 WALL PROTECTION SHEET MANUF.: INPRO COLOR: TAUPE 0113 SIZE: 4'-0" HT - SET ON TOP OF 4" BASE INSTALLATION:SEE DRAWINGS REP: CHRIS WALSH: [email protected]
WP-2 DOOR PROTECTION SHEET MANUF.: INPRO COLOR: 0545 CROWN CHERRY
SUBMIT SAMPLE FOR FINAL APPROVAL SIZE: 4'-0" HT - SET ON TOP OF BASED THICKNESS: .060 INSTALLATION:SEE DRAWINGS REP: CHRIS WALSH: [email protected]
ACT-1 ACOUSTICAL CEILING TILE MANUF.: ARMSTRONG STYLE: CALLA SQUARE TEGULAR SIZE: 24" X 24" IN 9/16" PRELUDE SYPRAFINE GRID COLOR: STONE
*SEE NOTES 14, 15
ACT-2 ACOUSTICAL CEILING TILE MANUF.: ARMSTRONG STYLE: ULTIMA 1942 BEVELED TEGULAR EDGE SIZE: 24" X 24" IN 9/16" PRELUDE SUPRAFINE GRID COLOR: WHITE TILES IN WHITE GRID AND TRIM
WC-1 WOOD PLANK CEILING MANUF.: ARMSTRONG STYLE: WOODWORKS PLANK SIZE: 4" PLANK - NATURAL VARIATIONS COLOR: DARK CHERRY (W1) REP: MONTY GILLESPIE: [email protected]
P-1 WALL PAINT MANUF.: SHERWIN WILLIAMS COLOR: SW7043 WORLDLY GRAY FINISH: EGGSHELL
AX-1 METAL CEILING FACIA TRIM MANUF.: ARMSTRONG STYLE: AXION SIZE: 4" HEIGHT COLOR:WHITE/ GREY MATCH CEILING COLOR
SCH-1 VERTICAL METAL TRIM MANUF.: SCHLUTER FINISH: NATURAL ANODIZED ALUM. SIZE: SEE DRAWINGS
P-2 WALL PAINT TO MATCH EXISTING ATRIUM VINYL WALLCOVERING
B-2 WOOD BASE STAIN TO MATCH EXISTING WOOD BASE IN ATRIUM CORRIDOR
C-1 CARPET TO MATCH EXISTING CARPET IN ATRIUM CORRIDOR XAVIER STOCK NOTED TO BE AVAILABLE SEE XAVIER FACILITIES
WB-2 WOOD BASE DETAIL.: SEE SHEET A104 FINISH: TO MATCH VP-1 - SUBMIT SAMPLE FOR APPROVAL SIZE: 8" HT x 3/4" - SEE DETAIL 1/A104
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FINISH SCHEDULE
FINISH NOTES 1. ALL FINISHES TO BE INSTALLED PER MANUFACTURER'S DIRECTIONS.
2. ALL ACCESS PANEL DOORS, GRILLES, ETC. TO BE PAINTED TO MATCH WALL COLOR.
3. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH WALL COLOR. SEE SPECIFICATIONS FOR PAINT FINISH.
4. REFER TO SPECIFICATIONS SECTION 09260 FOR DRYWALL LEVEL INFORMATION.
5. PROVIDE DETAILED SEAM LAYOUT SHOP DRAWINGS FOR ALL FLOORING PATTERNS.
6. STANDARD WALL COLOR THROUGHOUT TO BE CODE "P-1", UNLESS NOTED OTHERWISE.
7. SEE ELEVATIONS SHEET FOR EAST STAGE WALL DETAILS.
8. STANDARD HT. FOR WALL PROTECTION IN ALL STORAGE ROOMS TO 4'-4" - 4'-0" WP-1 WALL PROTECTION SHEET ABOVE THE 4" RESILIENT BASE.
9. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS.
10. CARPET IN NEW ALCOVE TO MATCH BOOKSTORE ALCOVE CARPET AND TO BE PULLED FROM EXISTING CAMPUS STOCK.
11. DRYWALL CEILING IN NEW ALCOVE TO BE PAINTED TO MATCH CEILING IN BOOKSTORE ALCOVE.
12. REMOVE EXISTING VINYL WALLCOVERING FROM SIDE WALL TO NEW ENTRANCE. PAINT TO MATCH VWC.
13. BOOKSTORE FINISH REPLACEMENT / PATCHING TO BE DETERMINED BY FOLLETT CORPORATE.
14. ALL CEILINGS NOTED ACT-1 ARE ARMSTRONG TILE COLOR STONE. PRELUDE GRID AND AXIOM TRIM FOR THESE CEILINGS ARE TO MATCH THE TILE COLOR STONE.
15. BEFORE CEILING INSTALLATION, A TECHNICAL REVIEW BETWEEN THE CONTRACTOR AND THE MANUFACTURER IS REQUIRED.
16. BASIS OF DESIGN FOR SHADES ARE MECHOSHADE SATIN WEAVE 1-2% OPEN, DIAMONWEAVE, SERIES 3000, 3200, 3300 - THERMOVEIL. THIS APPLIES ALSO TO THE THIRD FLOOR LOUNGE WINDOWS DETAILED ON SHEET A1.08.
17. ALL FINISHES ARE PENDING PER FINAL APPROVAL OF SUBMITTED SAMPLES.
18. PROVIDE SCHLUTER SCHIENE ALUMINUM FINISH TRANSITION STRIPES BETWEEN TC-1/TC-2 TEXITLE COMPOSITE FLOORING TILES AND VP-1/VP-2 VINYL PLANK FLOORING.
19. WB-2 BASE TO BE PROVIDED AT THE 4 CENTRAL COLUMNS WITH BACK-PAINTED GLASS CLADDING ONLY. SEE DETAIL 2/A103.
110 STUDENT CENTER
EAST WALL
SOUTH WALL
ACT-1
ACT-1
ACT-1
NOTES 10, 11, 12
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41075 800-354-9783 859-442-8050
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EXISTING FCA
KEYED NOTES
F03 EXISTING TO BE REMOVED AND RELOCATED FOR NEW CEILING.
1 2 3
N
A.F.F.?
F01
F01
F04N
N
F04
F02
N
N
N
N
N
N
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KEYED NOTES
F04 PROVIDE WATER CURTAIN AT GLASS ENTRY.
GENERAL NOTES A. COVERS SHALL BE CHROME / ALUMINUM IN THE STUDENT LOUNGE.
COORDINATE WITH ARCHITECT PRIOR TO PURCHASING.
1 2 "
S A
10"ø SA
10"ø SA
= EXISTING WORK TO BE DEMOLISHED BY CONTRACTOR
= NEW WORK BY CONTRACTOR
= EXISTING WORK TO REMAIN
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KEYED NOTES
M02 REMOVE EXISTING JOHNSON CONTROL THERMOSTAT AND REMOVE WIRE BACK TO VAV CONTROLLER.
350 CFM
350 CFM
280 CFM
245 CFM
255 CFM
255 CFM
255 CFM
255 CFM
255 CFM
350 CFM
350 CFM
14"x12" SA
1 8 "
S A
210 CFM
220 CFM
220 CFM
220 CFM
220 CFM
220 CFM
220 CFM
220 CFM
62"x16" SA
10"ø SA
= EXISTING WORK TO BE DEMOLISHED BY CONTRACTOR
= NEW WORK BY CONTRACTOR
= EXISTING WORK TO REMAIN
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KEYED NOTES
M01 CONNECT NEW DUCTWORK TO EXISTING MAIN. CUT & PATCH AS NECESSARY.
M03 INSTALL NEW SIEMENS THERMOSTAT AND INSTALL NEW WIRE BACK TO VAV CONTROLLER.
M04 RELOCATE EXISTING LINEAR DIFFUSER TO NEW LOCATION SHOWN AND BALANCE TO CFM INDICATED. PROVIDE NEW FLEX DUCT FROM MAIN TO EXISTING LINEAR DIFFUSER
GENERAL NOTES A. ALL DIFFUSERS SHALL BE PAINTED MATCH THE CEILING COLORS. COORDINATE
WITH ARCHITECTURAL PLANS.
RECOMMENDATIONS AND PER CEILING FINISH.
PROVIDE GRID CLIPS PER MFG'R REQUIREMENTS.
PROVIDE FRAMING FOR DRYWALL
DUCTWORK
AND SHEET METAL SCREWS AT FLEX CONNECTION TO
DUCT. THEN PROVIDE STRAPPING AROUND
INSULATION.
1. MAXIMUM LENGTH OF INSUL. FLEX DUCT
EQUALS 5 FEET. FLEX NOT PERMITTED IN
INACCESSIBLE CEILINGS
HVAC CONTRACTOR
3. SCOOP
DAMPER
DRYWALL APPLICATIONS ONLY.
SYSTEMS THAT PENETRATE 1-HR FIRE
BARRIERS. REFER TO ARCHITECTURAL
SCALE:
24 (0.020 IN.)
22 (0.025 IN.)
20 (0.032 IN.)
18 (0.040 IN.)
16 (0.051 IN.)
1" X 16 GA. MIN (DUCTS OVER 2 SQ. FT.) MAX. 700
LBS. 1" X 18 GA. MIN (DUCTS UNDER 2 SQ. FT.) MAX.
420 LBS. FOR DUCTS OVER 49" WIDE, TURN METAL
STRAP UNDER BOTTOM OF DUCT AND FASTEN
NOT TO SCALE
BEAM CLAMP (MAX.
WEIGHT 500 LBS.)
AGENCIES HAVING
18 GAUGE ON WIDER BRANCHES
2. MAIN DUCT
BLADE, BRACKET & LOCKING
GALVANIZED OPERATOR PAD
TAKEOFFS
STRAIGHT INLET DIAMETER
TERMINAL DEVICE TAKEOFF
ACCESSIBLE CEILING.
MAXIMUM LENGTH OF 24" TO HARD DUCT
CONNECTION TO VAV BOX
CLEARANCE. PROVIDE ABOVE ACCESSIBLE
4. GALVANIZED THREADED ROD (CONNECT TO
STRUCTURE WITH DOUBLE NUT)
6. SHEET METAL DUCT INTO VAV BOX, MINIMUM
LENGTH OF 3 TIMES INLET DUCT DIAMETER
KEYED NOTES:
SYSTEMS THAT PENETRATE 1-HR FIRE
BARRIERS. REFER TO ARCHITECTURAL
6. SHEET METAL PLENUM
7. 1/2" ACOUSTICAL LINING
TYP, BOTH SIDES
10. VOLUME ADJUSTER
11. BAND CLAMP
BETWEEN SUPPORT BRACING
ADJUSTABLE MANUAL DAMPER. LOCATE
ACCESS PANEL BELOW DAMPER.
14. MANUAL VOLUME DAMPER
2. 1" WIDE BAND AND CLAMP.
3. SHEET METAL SCREW
4. INSULATED FLEX. DUCT
CEILINGS ONLY.
STRAPPING AROUND INSULATION
WINDOWS, ADJUST PATTERN CONTROLLER
TO DIRECT AIRFLOW HORIZONTALLY
ACTUATOR AND WIRING FOR VAV BOXES. TEMPERATURE CONTROLS CONTRACTOR SHALL
FIELD OR FACTORY MOUNT CONTROLLER AT THEIR EXPENSE. VAV BOX MANUFACTURER
SHALL FURNISH FLOW RING, ROUND DAMPER SHAFT FOR DIRECT MOUNTING OF
ACTUATOR, AND CONTROL ENCLOSURE. TEMPERATURE CONTROLS CONTRACTOR SHALL
PROVIDE TRANSFORMERS WITH CONNECTION TO LINE VOLTAGE JUNCTION BOX ABOVE
CEILING PROVIDED BY ELECTRICAL CONTRACTOR IN VARIOUS LOCATIONS. PROVIDE ROOM
TEMPERATURE SENSOR(S) WITH ROOM TEMPERATURE SETPOINT ADJUSTMENT CAPABILITY (+/-
3 DEG. F., ADJUSTABLE THRU BAS) AND OVERRIDE FEATURE (2 HOURS, ADJUSTABLE THRU
BAS).
2. ON A CALL FOR HEAT, VAV DAMPER SHALL MODULATE DOWN TO MINIMUM SETPOINT POSITION
(15% adj.). ON A CALL FOR COOLING, CONTROL VALVE SHALL CLOSE AND DAMPER SHALL
MODULATE OPEN TO SATISFY ROOM TEMPERATURE. PROVIDE SUPPLY AIR TEMPERATURE
SENSOR TIED TO BAS.
3. CONTROL AND MONITORING POINTS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
a. DAMPER POSITION (AO)
c. ZONE OCCUPANCY TEMPERATURE OVERRIDE (AI)
d. ACTUAL CFM (AI)
AI SPACE HUMIDITY
SYSTEM STATUS SIZE MAX CFM MIN CFM HMIN CFM EAT
VAV-14 NEW 14 1680 840 252 55
VAV-11 EXISTING 14 1590 795 795 55
FP-102 EXISTING 14 1520 760 1164 55
FP-101 EXISTING 14 1680 840 1180 55
HVAC VENTILATION SCHEDULE
ROOMNUM ROOMNAME SYSTEM ZONE AREA CLNGHT AIR CHGS OA CHGS PEOPLE DES PEOPLE RED OA PER OA SQFT REQ SUP ACT SUP REQ OA ACT OA ACT RET ACT EXH CRITICAL PRESSURE PCT OPERABLE NATURAL VENTILATION
109 BOOKSTORE 1 1 2121 0 0 0 20 20 7.5 0.06 1645 1680 329 336 1680 0 0.2059 E 0.0000
110 STUDENT CENTER 1 2 1761 0 0 0 20 20 7.5 0.06 1500 1530 300 306 1530 0 0.2091 E 0.0000
110A STOR 1 2 50 0 0 0 0 0 0 0.12 20 20 4 4 20 0 0.4 E 0.0000
110B STOR 1 2 66 0 0 0 0 0 0 0.12 20 20 4 4 20 0 0.5 E 0.0000
110C STUDENT CENTER 1 3 473 0 0 0 10 10 7.5 0.06 1490 1520 298 304 1520 0 0.0848 E 0.0000
110D STUDENT CENTER 1 4 475 0 0 0 15 15 7.5 0.06 1645 1680 329 336 1680 0 0.1047 E 0.0000
111 STOR 1 2 64 0 0 0 0 0 0 0.12 20 20 4 4 20 0 0.5 E 0.0000
1-C STAIR C 1 262 0 0 0 0 0 0 0 90 90 18 18 90 0 0 E 0.0000
HVAC PROJECT INFO / CODE SCHEDULE
LOCATION STATE TSQFT VENTILATION CODE BUILDING CODE MECHANICAL CODE PLUMBING CODE FIRE CODE ELECTRIC CODE ENERGY CODE TOA TEX
CINCINNATI,OH OHIO 5272 2009 IMC IBC 2009 IMC 2009 IPC 2009 IFC 2009 NEC 2011
ASHRAE 90.1
HVAC ACCESSORIES
24. SHAFT GROUNDING BRUSHES
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M-501
KTW
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MECHANICAL -
DETAILS
2010 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE
2009 INTERNATIONAL ENERGY CONSERVATION CODE
PROVIDE (1) 1" CONDUIT TO ABOVE ACCESSIBLE CEILING CAVITY UNLESS NOTED OTHERWISE
COMMUNICATIONS OUTLET - VOICE/DATA/MISC. (PROVIDE 4"X4" OUTLET BOX WITH 1-GANG RING)
COMMUNICATION/INFORMATION TECHNOLOGY
COORDINATE WITH SYSTEM INSTALLERS PRIOR TO INSTALLATION FOR LOCATIONS, HEIGHTS, CONDUIT TERMINATIONS, ETC.
PR
PROVIDE (1) 1" CONDUIT TO ABOVE ACCESSIBLE CEILING CAVITY UNLESS NOTED OTHERWISE
PROXIMITY READER/AUTHENTICATION DEVICE
SHADED LUMINAIRES DENOTE THOSE CONNECTED TO EMERGENCY POWER SOURCE
(UNSWITCHED LUMINAIRES ARE EGRESS LIGHTS THAT OPERATE 24/7)
PROVIDE ALL REQUIRED ACCESSORIES (FITTINGS, END CAPS, POWER FEEDS, ETC.)
TRACK LIGHTING IN LENGTH SHOWN AND WITH NUMBER OF LUMINAIRE HEADS AS INDICATED
DECORATIVE LUMINAIRE / CHANDELIER
SINGLE / DOUBLE SIDED EXIT SIGN
CONNECT AHEAD OF SWITCHING & CONFIGURE ARROWS TO INDICATE DIRECTION OF EGRESS TRAVEL
A,B,C
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE - AT COUNTER HEIGHT OR SPECIAL HEIGHT - VERIFY IN FIELD
DETERMINE EXACT NEMA CONFIGURATION IN FIELD CASE-BY-CASE
SPECIAL PURPOSE RECEPTACLE
CEILING DUPLEX RECEPTACLE
SHOWN AT SAME LOCATION ON DWGS. OF E & CT, THEY ARE THE SAME DIV. 26 MULTI-SERVICE FLOOR OUTLET
FLOOR OUTLET - POWER AND / OR TECHNOLOGY (SEE SPECIFICATIONS FOR TYPE DESIGNATION) - WHERETYPE
INDICATES CONNECTION TO EQUIPMENT
CIRCUIT BREAKER (CENTER) - FUSED SWITCH IN SWITCHGEAR OR DISTRIBUTION BOARD (RIGHT)
ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE UNLESS OTHERWISE NOTED (LEFT)
T
TRANSFORMER
M
200A MCB
TRIANGLE SYMBOL (RIGHT) WITHIN PANELBOARD = PROVIDE WITH FEED-THROUGH OR SUB-FEED LUGS
RECESSED OR SURFACE MOUNTED PANELBOARD AS INDICATED ON PLANS
1,3
(FULLY CONCEALED IN FINISHED AREAS, CONCEALED TO OVERHEAD STRUCTURE IN UNFIN. AREAS)
CABLING/RACEWAY, CEILING OR WALL. SEE SPECS. FOR APPLICABLE CONDUIT/RACEWAY REQ'TS.
S.C.
GFI / GFCI
DRAWINGS, DO NOT FEED DOWNSTREAM OUTLETS FROM LOAD SIDE TERMINALS OF GFI RECEPTS.)
GROUND FAULT CIRCUIT INTERRUPTER DEVICE (UNLESS SPECIFICALLY NOTED OTHERWISE ON
VM
DOUBLE DUPLEX ("QUAD") RECEPTACLE
MOUNTED AT COUNTER HEIGHT OR SPECIAL HEIGHT VERIFY IN FIELD
DOUBLE DUPLEX ("QUAD") RECEPTACLE
DOWNSTREAM OUTLETS FROM LOAD SIDE TERMINALS UNLESS SPECIFICALLY NOTED OTHERWISE ON DWGS.
DUPLEX GFCI RECEPTACLE - COUNTER HEIGHT OR SPECIAL HEIGHT - VERIFY IN FIELD - DO NOT FEED
FOR EACH SPD RECEPT. BRANCH CCT. PHASE CONDUCTOR - DO NOT SHARE NEUTRALS)
DOUBLE-DUPLEX ("QUAD") RECEPTACLE - SURGE PROTECTIVE DEVICE (PROVIDE DEDICATED NEUTRAL
FOR EACH SPD RECEPT. BRANCH CCT. PHASE CONDUCTOR - DO NOT SHARE NEUTRALS)
DUPLEX RECEPTACLE - SURGE PROTECTIVE DEVICE (PROVIDE DEDICATED NEUTRAL
SPECIAL PURPOSE RECEPTACLE (MOUNT AT, ON OR WITHIN COMMUNICATION RACK/CABINET)
FIELD COORDINATE WITH EQUIPMENT INSTALLER AND DETERMINE NEMA CONFIGURATION IN FIELD
CONDUIT UP OR DOWN
TYPE
WALL-MOUNTED OCCUPANCY SENSOR SWITCH. TYPE "IR"=INFRARED, TYPE "US"=ULTRASONIC,
TYPE "DT"=DUAL TECH., "V"=VACANCY SENSOR, #= NUMBER OF CCTS. THAT MAY BE CONTROLLED
(PROVIDE CONCEALED HEAVY-DUTY BLOCKING/ANCHORING IN WALL)
FIRE ALARM SYSTEM ELECTRO-MAGNETIC DOOR HOLDER
F
FIRE ALARM SYSTEM STROBE-ONLY UNIT
F
FIRE ALARM SYSTEM SPEAKER/STROBE UNIT
F
400
300
NON-FUSED HEAVY DUTY DISCONNECT SWITCH (LEFT) AND FUSED HEAVY DUTY DISCONNECT SWITCH (RIGHT)
FLUSHNEMA 3R
200%N
PROVIDE ISOLATED GROUND BAR (LEFT) - PROVIDE 200% SIZED NEUTRAL (RIGHT)
PROVIDE NEMA 3R OR OTHER INDICATED ENCLOSURE (LEFT) - PROVIDE FLUSH ENCLOSURE (RIGHT)
SWITCHBOARD / DISTRIBUTION PANEL
PLAN-VIEW LINE TYPES
WORK SHOWN BOLD-CONTINUOUS INDICATES NEW WORK
(UNLESS INDICATED OTHERWISE)
WORK SHOWN FADED INDICATES EXISTING WORK TO REMAIN OR NEW WORK BY OTHERS AS APPLICABLE
TAG
S
FIRE ALARM SYSTEM SMOKE DETECTOR - PHOTOELECTRIC TYPE | TAG "IZ" = IONIZATION TYPE
TAG "SB" = AUDIO SOUNDER BASE
FIRE ALARM SYSTEM WALL MOUNTED DEVICES
EL
INDICATES AN EGRESS LIGHTING LUMINAIRE WIRED AHEAD OF ALL SWITCHING AND INTENDED
TO PROVIDE REQUIRED EGRESS ILLUMINATION
THERMOSTAT
T
FP
RECEPTACLE TO BE USED FOR A FLAT PANEL DISPLAY.
VERIFY EXACT LOCATION AND HEIGHT OF RECEPTACLE WITH C.T.C. PRIOR TO ROUGH-IN.
HOME RUN WITH CIRCUIT NUMBER(S)
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E-001
DTJ
AK
DIMENSION FROM DOOR FRAME OR WALL.
B. CONDUIT/CABLES SHALL BE ROUTED WHEREVER
NECESSARY TO KEEP DEVICES ALIGNED.
C. ALL DEVICES MOUNTED AT SAME HEIGHT TO BE
ALIGNED HORIZONTALLY.
AFTER INSTALLATION.
CENTER OF GROUP. PROVIDE SINGLE
FACEPLATE FOR GROUPS OF DEVICES WHERE
APPLICABLE.
EXIT
F
FIRE
RELAY PACK(S)
A. THIS DETAIL IS SCHEMATIC IN NATURE INTENDED TO INDICATE HOW LOCAL SWITCHING
SHALL INTERACT WITH RELATED OCCUPANCY SENSORS. THERE MAY ALSO BE OTHER
LIGHTING CONTROL ELEMENTS AS SHOWN ON PLAN OR IN DETAILS THAT APPLY TO A
PARTICULAR AREA.
GENERAL NOTES:
NONE
265113.00-10
A. PROVIDE INDIVIDUAL ROOM LIGHTING CONTROLLER EQUAL TO STRAND, ALTMAN, ACUITY BRANDS NLIGHT, COOPER FIFTH LIGHT, OR LUTRON ECOSYSTEM WITH DMX AND 0-10V CONTROL CAPABILITY.
A.1. LIGHTING CONTROLLER SHALL BE EASILY PROGRAMMABLE BY OWNER AFTER INSTALLATION. PROVIDE PROGRAMMABLE CONTROL STATION(S) IN LOCATION(S) SHOWN AND AS SPECIFIED ABOVE . CONTROL STATIONS
SHALL BE PROVIDED WITH FIELD MODIFIABLE LABELS. COORDINATE FINAL PRESETS WITH OWNER / ENGINEER PRIOR TO INSTALLATION.
A.2. PROVIDE MODULES TO CONTROL EACH ZONE (AS INDICATED ON DRAWINGS) SEPARATELY. COORDINATE DIMMING / CONTROL REQUIREMENTS WITH LUMINAIRE SCHED.
A.3. PROVIDE OCCUPANCY 100% DUAL TECHNOLOGY OCCUPANCY SENSOR COVERAGE.
A.4. A NETWORKED / ADDRESSABLE SYSTEM IS ACCEPTABLE IF NECESSARY FOR EASE OF COMMISSIONING.
A.5. PROVIDE SUBMITTALS THAT INCLUDE DETAILED ZONE LAYOUTS, CONTROL DIAGRAMS, AND OCCUPANCY SENSOR PLACEMENT AND COVERAGES.
A.6. PROVIDE (1) DMX INPUT (LOCATED IN FIELD BY OWNER) FOR PORTABLE DMX CONTROLLER OVERRIDE (CONTROLLER BY OTHERS).
PROVIDE LIST / MAP OF FINAL DMX CHANNELS TO THE OWNER FOR FUTURE PROGRAMMING.
GENERAL
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
(PORTABLE CONTROLLER). SEE NOTES BELLOW.
"Switching" Line
On/Off Control
A. PROVIDE EMERGENCY LIGHTING CONTROL UNIT THAT IS UL
OR ETL LISTED TO UL STANDARD 924. PROVIDE CONTACTS
RATED AT LEAST 20 AMPERES UP TO AT LEAST 277 VOLTS.
BASIS OF DESIGN FOR THIS DETAIL IS WATTSTOPPER
ELCU-200. MODIFY IF REQUIRED FOR OTHER
MANUFACTURERS.
ELCU-200 SERIES. LC&D, DOUGLAS LIGHTING AND LVS
CONTROLS ARE CONSIDERED EQUIVALENT.
NONE
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CS
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KEYED NOTES
A
B
C
D
CECECECE
VE
VE
VE
VE
VE
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KEYED NOTES
E02 PROVIDE KEYED SWITCH FOR AUTHORIZED PERSONNEL TO TURN OFF "EL" EGRESS LIGHTING IN THIS ROOM. PROVIDE UL924 LISTED EMERGENCY LIGHTING CONTROL UNIT FOR SWITCH BYPASS WHEN POWER IS LOST TO FORCE EGRESS LIGHTING TO 100% ON. SEE ELCU DETAIL.
E03 PROVIDE PROGRAMMABLE CONTROL STATION FOR CONTROL OF NORMAL LIGHTING IN THIS ROOM. SEE DETAIL.
E05 MOUNT TYPE PS3 LUMINAIRES ABOVE WOOD CLOUD AS SHOWN TO ILLUMINATE CEILING AROUND CLOUD. SEE ARCHITECTURAL DRAWINGS FOR LUMINAIRE LOCAITON AND MOUNTING. TYPICAL.
E06 MOUNT TYPE PS3 LUMINAIRES TO SIDE OF WALL FURRING TO ILLUMINATE SIDE WALLS. COORDINATE EXACT MOUNTING LOCATION IN FIELD WITH ARCHITECT PRIOR TO ROUGH IN.
E09 PROVIDE NEW CORRIDOR LUMINAIRE TO MATCH EXISTING LUMINAIRES. CONNECT TO EXISTING CORRIDOR CIRCUIT AND CONTROLS. EXISTING CORRIDOR CIRCUIT IS SL2-3.
GENERAL NOTES A. ALL EGRESS LIGHTING AND EXIT SIGNS SHALL BE WIRED AHEAD OF
SWITCHING.
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SCHEDULE SHALL APPLY IN ADDITION TO CATALOG SERIES.
B. LAMP, BALLAST AND TRANSFORMER INFORMATION IN SPECIFICATION SHALL APPLY IN ADDITION TO INFORMATION IN LUMINAIRE SCHEDULE.
C. REFER TO DRAWINGS FOR MOUNTING TYPE, NUMBER OF FACES AND ARROWS OF EXIT SIGNS.
D. ALL COMPACT FLUORESCENT LUMINAIRES WITH T-5 LAMPS AND SMALLER TO HAVE END-OF-LIFE CIRCUIT CUTOUT FEATURE EQUAL TO OSRAM-SYLVANIA "QUICK-SENSE".
E. ALL 3 AND 4 LAMP PARABOLIC FLUORESCENT TROFFERS SHALL HAVE 2 BALLAST COMPARTMENTS.
F. ALL RECESSED TROFFER HOUSINGS CONSTRUCTED WITHOUT ROLLED EDGES SHALL BE POST PAINTED.
G. ALL RECESSED TROFFER DOOR FRAMES SHALL BE SECURED WITH SPRING LATCHES.
H. VERIFY LUMINAIRE, LAMP AND VOLTAGE COMPATIBILITY.
I. LAMP QUANTITY REFERS TO NUMBER OF LAMPS IN CROSS SECTION, UNLESS OTHERWISE NOTED.
J. LENS DIMENSION REFERS TO OVERALL THICKNESS, MAXIMUM PENETRATION OF PRISM TO BE .080".
K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EACH LUMINAIRE LOCATION WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND FOR VERIFYING AND PROVIDING THE MOUNTING SYSTEM REQUIRED FOR EACH LUMINAIRE. THE CONTRACTOR ALSO PROVIDE PLASTER FRAMES, WALL BRACKETS, SUPPORTS, OR OTHER APPURTENANCES AS REQUIRED FOR PROPER INSTALLATION.
L. CLEAN WHITE COTTON GLOVES SHALL BE WORN WHEN HANDLING THE LUMINAIRES' EXPOSED REFLECTIVE SURFACES. THE CONTRACTOR SHALL CLEAN ALL SURFACES, INCLUDING DUST, FINGERPRINTS, PAINT, ETC. WITH A CLEAN DRY CHEESECLOTH AFTER ALL INTERIOR WORK HAS BEEN COMPLETED. PLASTIC SHIPPING BAGS SHALL REMAIN ON THE LUMINAIRES UNTIL WORK IS COMPLETED.
M. ALL LUMINAIRES HAVE A STATIC AIR FUNCTION, UNLESS OTHERWISE NOTED.
N. ALL LUMINAIRES ARE NON-IC, UNLESS OTHERWISE NOTED.
O. ALL LUMINAIRES ARE U.L. DAMP LISTED, UNLESS OTHERWISE NOTED.
P. MOUNTING HEIGHTS INDICATED ARE TO THE BOTTOM OF THE LUMINAIRE, UNLESS OTHERWISE NOTED.
Electric Luminaire Schedule
Ballast / Driver Qty Ballast / Driver Finish Comments Fixture Load Voltage
A3Z LED PRISMATIC LITHONIA 2TL4 DAYBRITE SPS COLUMBIA LLT24 WILLIAMS 50G METALUX 24GR
4'x2'x3-3/4" RECESSED STEEL 0.125" MINIMUM PATTERN 12 PRISMATIC ACRYLIC LENS
1 65W LED, 3500K, 80 CRI
6400 NOMINAL LUMENS
1 ELECTRONIC INTEGRAL DRIVER, MVOLT
WHITE FLAT STEEL DOOR FRAME, FIELD REPLACABLE LED MODULE AND DRIVER
65 VA 277 V
CE EXISTING - PRISMATIC TROFFER
EXISTING - RELOCATED FROM DEMOLITION RECESSED 3 T8 32W ELECTRONIC RELOCATE FROM DEMOLITION - SEE DEMOLITION SHEET
96 VA 277 V
CHLORIDE CXL LITHONIA LQM DUAL-LITE LX SURELITES LPX WILLIAMS EXIT
12"x8"x2" UNIVERSAL, REFER TO PLAN
THERMOPLASTIC STENCIL FACE 1 0W LED, WITH SIGN
0 NO BALLAST WHITE RED LETTERS, AC ONLY 1 VA 277 V
PS1 DECORATIVE PENDANT
TBD BY ARCHITECT 1 LED 1 ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE
50 VA 277 V
OPTOLUM FINELINE LP LITHONIA LED LINEAR WAC LIGHTING OR EQUAL
1"x1/2" - CONTINUOUS LENGTH
SURFACE STEEL OPAL 1 3.8W /FT LED, 3500K, 80+CRI
330 LUMENS / FT 1 INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
WHITE PROVIDE CONTINUOUS LENGTHS AS SHOWN ON DRAWINGS (2' LENGTHS HAVE BEEN DRAWN FOR SCHEMATIC PURPOSES ONLY). PROVIDE ALL NECESSARY POWER SUPPLIES AND ACCESSORIES FOR A FULLY OPERABLE SYSTEM.
8 VA 277 V
CSL LIGHTING MR16 (PER EXISTING DRAWINGS) OR EQUAL
ALUMINUM 1 35W MR16 GU10 1 TRANSFORMER LUMINAIRE SHALL MATCH THE EXISTING LUMINAIRES IN SIMILAR LOCATIONS
35 VA 277 V
PS5 ADJUSTABLE COVE LIGHT
1.5"x1.5" - CONTINUOUS LENGTH
SURFACE STEEL FROSTED 1 4W /FT LED, 3500K, 80+CRI
330 LUMENS / FT 1 INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
WHITE AIM IN FIELD WITH ARCHITECT, PROVIDE CONTINUOUS LENGTHS AS SHOWN ON DRAWINGS (2' LENGTHS HAVE BEEN DRAWN FOR SCHEMATIC PURPOSES ONLY). PROVIDE ALL NECESSARY POWER SUPPLIES AND ACCESSORIES FOR A FULLY OPERABLE SYSTEM.
8 VA 277 V
PS24 LINEAR FLUSH AXIS LIGHTING BEAM 4 A-LIGHT PRUDENTIAL MARK ARCHITECTURAL LIGHTING FOCAL POINT FINELITE
4'x4"x4-7/8" RECESSED FLUSH STEEL SPOTLESS LENS 1 45W LED, 3500K, 80+CRI
4000 LUMEN 1 INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
WHITE VERIFY WIDTH WITH ARCHITECTURAL CEILING SLOTS 45 VA 277 V
VE EXISTING - TRACK EXISTING - RELOCATED FROM DEMOLITION 1 PAR 30 INC NA RELOCATE FROM DEMOLITION - SEE DEMOLITION SHEET
75 VA 120 V
VS THEATRICAL TRACK LIGHTING
SURFACE 1 50W LED RGBA IQ38
1 INTEGRAL ELECTRONIC, DMX CONTROLLED
PROVIDE CUSTOM COLOR TO MATCH CEILING - COORDINATE WITH ARCHITECTURAL DRAWINGS AND GET OWNER APPROVAL
PROVIDE BLACK DMX ENABLED TRACK, MOUNT TRACK TO HIGH CEILING BETWEEN CLOUDS TO CONCEAL, PROVIDE ALL NECESSARY COMPONENTS FOR A FULLY OPERABLE SYSTEM
50 VA 120 V
Z1 LED DOWNLIGHT PATHWAY 6VLFLX PORTFOLIO LD610 JUNO IC922LEDG3 LITEFRAME LF6LED5
6" DIAx15"x7-1/2" RECESSED ALUMINUM SEMI-SPECULAR REFLECTOR, MEDIUM DOWNLIGHT OPTIC
1 25W LED, 3500K, 80 CRI
2000 LUMEN 1 ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE
SELF TRIM REMOTE PHOSPHOR LENS, FIELD REPLACABLE LED MODULE AND DRIVER
25 VA 277 V
Interior Lighting Compliance Certificate
Project Type: Alterations
Section 2: Interior Lighting and Power Calculation Floor Area (sq. ft.) 6,386
Watts per sq. ft. 1.2
Allowed Watts 7,663
Complies Yes
Section 3: Interior Lighting Fixture Schedule Type Lamp Type Ballast / Driver Lamp Qty Count Load Total Load
A3Z 65W LED, 3500K, 80 CRI ELECTRONIC INTEGRAL DRIVER, MVOLT 1 3 65 VA 195 VA
CE T8 32W ELECTRONIC 3 11 96 VA 1056 VA
EXISTING 2X4 T8 32W ELECTRONIC 3 19 96 VA 1824 VA
PS1 LED ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE 1 4 50 VA 200 VA
PS3 3.8W /FT LED, 3500K, 80+CRI INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING 1 20 8 VA 152 VA
PS4 35W MR16 TRANSFORMER 1 1 35 VA 35 VA
PS5 4W /FT LED, 3500K, 80+CRI INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING 1 79 8 VA 632 VA
PS24 45W LED, 3500K, 80+CRI INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING 1 21 45 VA 945 VA
Z1 25W LED, 3500K, 80 CRI ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE 1 52 25 VA 1300 VA
6339 VA
- 1SR5-A
E04
USB
USB
E04
UP TO SR5-A ISSUANCESISSUANCESISSUANCESISSUANCES
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KEYED NOTES
E01 COORDINATE EXACT TECHNOLOGY POWER AND PATHWAY LOCATIONS AND REQUIREMENTS WITH OWNER / TECHNOLOGY CONTRACTOR PRIOR TO ROUGH IN.
E04 PROVIDE DARK BROWN (TO MATCH BASEBOARD) USB RECEPTACLES INSTALLED HORIZONTALLY IN THE BASEBOARD. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT PRIOR TO ROUGH IN.
E07 PROVIDE POWER AND CONTROL FOR SHADES. COORDINATE EXACT REQUIREMENTS WITH SHADE MANUFACTURER PRIOR TO ROUGH IN.
E08 COORDINATE CONTROL SWITCH WALLS IN FIELD WITH OWNER PRIOR TO ROUGH IN. LAYOUT ALL CONTROLS IN A NEAT CLEAN LAYOUT.
1/8" = 1'-0"EP101
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PANEL SCHEDULE LEGEND
(EX) = EXISTING CIRCUIT TO REMAIN (#) = NEW CIRCUIT TO EXISTING CIRCUIT BREAKER (G) = PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) CIRCUIT BREAKER (GE) = PROVIDE GROUND-FAULT EQUIPMENT PROTECTION (GFEP) CIRCUIT BREAKER (ST) = PROVIDE SHUNT TRIP CIRCUIT BREAKER (A) = PROVIDE ARC FAULT CIRCUIT INTERRUPTER (AFCI) CIRCUIT BREAKER (L) = PROVIDE LOCK-ON DEVICE (LT) = PROVIDE LOCK-OUT/TAG-OUT DEVICE (->) = CONNECT BRANCH CIRCUIT, WHICH WAS DISCONNECTED FROM ANOTHER
SOURCE AS PART OF SELECTIVE DEMOLITION, TO POLE SPACE(S) AND BREAKER INDICATED, DETERMINE EXACT POLE ASSIGNMENT(S) BASED ON EXISTING COLOR-CODING OF THE BRANCH CIRCUIT CONDUCTOR INSULATION
PANEL SCHEDULE GENERAL NOTES A. PROVIDE HACR RATED BREAKERS ON ALL MOTOR LOADS. B. PROVIDE LOCKING TYPE BREAKER FOR ALL LIFE SAFETY AND NIGHT LIGHTING
BRANCH CIRCUITS. C. UNLESS INDICATED OTHERWISE ON PLANS OR SCHEDULES, PROVIDE NEW BRANCH
OVERCURRENT PROTECTIVE DEVICE (OPD) BREAKER OR FUSED SWITCH, WITH FUSE, AS APPLICABLE) IN CASES WHERE NEW CIRCUITS OR FEEDERS ARE SHOWN CONNECTED TO EXISTING POWER DISTRIBUTION EQUIPMENT. PROVIDE OPD MANUFACTURED BY THE SAME MANUFACTURER AS THE EXISTING EQUIPMENT IN WHICH IT WILL BE INSTALLED. PROVIDE A.I.C. RATINGS THAT MEET OR EXCEED THE RATINGS OF THE EXISTING EQUIPMENT AND OPD's.
Total Estimated Demand Amps: 47 A
Total Estimated Demand: 39157 VA
Total Connected Load: 39.0 kVA
Panel Totals
Kitchen Equipment 0 VA 0.00% 0 VA Existing Load Demand
Motor 0 VA 0.00% 0 VA 100.00%
Misc 0 VA 0.00% 0 VA Existing Load Demand Factor
Receptacle 0 VA 0.00% 0 VA 38542 VA
Lighting 492 VA 125.00% 615 VA Existing Connected Load
Load Classification Connected Load Demand Factor Estimated Demand Existing Loads
Total Connected Load: 9.3 kVA 15.8 kVA 14.0 kVA
29 30
27 28
25 26
23 24
21 22
19 20
17 2.0 kVA 18
15 (EX) B LEVEL/ XMFR AISLE LTG. 20 A 1 2.0 kVA 2.0 kVA 16
13 2.0 kVA
14
11 (EX) EM LIGHTING LEVEL THREE 20 A 1 2.6 kVA 12
9 (EX) EM LIGHTING LEVEL TWO 20 A 1 2.2 kVA 1.5 kVA 1 20 A (EX) 10
7 (#) EMERGENCY LIGHTING 20 A 1 0.5 kVA 1.5 kVA 1 20 A (EX) 8
5 (EX) EM LIGHTING LOWER LEVEL 20 A 1 3.3 kVA 6.0 kVA 6
3 (EX) THEATRE EM LIGHTING 20 A 1 2.2 kVA 5.9 kVA 4
1 (EX) EXIT LIGHTS 20 A 1 0.4 kVA 4.9 kVA
3 60 A (EX) TEM
2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes: Existing Square D
Supply From: Voltage: 480V 3PH Phase: 3 Wire: 4 Location:
Panel Name: E
Panel Totals
Motor 0 VA 0.00% 0 VA 100.00%
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 (EX) SPARE TOWARDS GENERATOR 20 A 1 0.5 kVA 24
21 (EX) GENERATOR HEAT STRIP 20 A 1 0.4 kVA 22
19 (EX) GENERATOR BATTERY CHARGER 20 A 1 0.2 kVA 20
17 0.5 kVA 1 20 A (EX) CLOCK TOWER PANEL 18
15 (EX) ACCESS CONTROL - 1ST 20 A 1 0.5 kVA 0.5 kVA 1 20 A (EX) PUB 16
13 (EX) ELEVATOR CAB LIGHTING 20 A 1 0.5 kVA 0.5 kVA 1 20 A (EX) PUB 14
11 (EX) FACP 20 A 1 0.5 kVA 0.5 kVA 1 20 A (EX) ACCESS CONTROL 12
9 (EX) FACP 20 A 1 0.5 kVA 10
7 (EX) THEATRE EGRESS 20 A 1 0.3 kVA 0.0 kVA 1 20 A (EX) RECEPTACLES 8
5 (EX) ORCHESTRA PIT SUMP / WHEELCHAIR... 20 A 1 1.1 kVA 2.9 kVA 6
3 (EX) AHU-1 SUMP 20 A 1 1.1 kVA 2.9 kVA 4
1 (EX) ELEVATOR SUMP 20 A 1 0.5 kVA 2.9 kVA
3 30 A (EX) EMERGENCY DIMMERS
2
Supply From: TEM Voltage: 208V 3PH Phase: 3 Wire: 4 Location:
Panel Name: EM
Panel Totals
Motor 0 VA 0.00% 0 VA 100.00%
29 2.1 kVA 30
27 2.5 kVA 28
26
7 (#) BOOKSTORE LIGHTING 20 A 1 2.5 kVA 8
5 (EX) OFFICE LIGHTING 20 A 1 1.3 kVA 2.6 kVA 1 20 A STUDENT LOUNGE 110 LIGHTING 6
3 (EX) ATRIUM LIGHTING 20 A 1 2.5 kVA 2.7 kVA 1 20 A (EX) ATRIUM COVE 4
1 (EX) BOOKSTORE LIGHTING 20 A 1 3.1 kVA 2.6 kVA 1 20 A (EX) ATRIUM COVE 2
Supply From: Voltage: 480V 3PH Phase: 3 Wire: 4 Location:
Panel Name: SL-2
Panel Totals
Motor 0 VA 0.00% 0 VA 100.00%
41 (EX) ENERGY MGMT. / HVAC SYSTEM 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) ICE CREAM MACHINE 42
39 (EX) PHONE BOARD 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) CONTROL BOOTH / VICTOR PERK 40
37 (EX) CONTROL KEEPER / LIGHT SYSTEM 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) CONTROL BOOTH / TRACK LIGHTING 38
35 (EX) CAP. MACHINE 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) SOUND SYSTEM 36
33 (EX) CAP. MACHINE 30 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) SECURITY SYSTEM 34
31 (EX) GAS VALVE FIREPLACE 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) 32
29 (EX) VENDING RECEPTACLES 20 A 1 0.0 kVA 0.0 kVA 30
27 (EX) MARQUIS SIGN 20 A 1 0.0 kVA 0.0 kVA 2 20 A (EX) CYBERCAFE
28
25 (EX) COFFEE MACHINE 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) 26
23 (EX) COFFEE MACHINE 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) UNDERCOUNTER RECEPTACLES 24
21 (EX) BIG FRIDGE (COFFEE SHOP) 20 A 1 0.0 kVA 0.0 kVA 1 20 A (EX) UNDERCOUNTER RECEPTACLES 22
19 (EX) SIGNAL PROCESSOR 20 A 1 0.0 kVA 0.0 kVA 20
17 (EX) INFO COUNTER LIGHTING 20 A 1 0.5 kVA 0.0 kVA 2 20 A (EX) VICTORY PERK
18
15 (EX) ATRIUM WALL SCONCES 20 A 1 0.6 kVA 0.4 kVA 1 20 A (EX) CYBERCAFE 16
13 (EX) DETAIL 114 LIGHTING 20 A 1 0.7 kVA 0.7 kVA 1 20 A (EX) RECEPTACLES 14
11 (EX) OFFICE - WELCOME DESK... 20 A 1 1.1 kVA 0.5 kVA 1 20 A (EX)RECEPTACLES 12
9 (EX) OFFICE RECEPTACLES 20 A 1 1.1 kVA 0.0 kVA 1 20 A (EX) VENDING RECEPTACLES 10
7 (EX) OFFICE RECEPTACLES 20 A 1 1.1 kVA 0.5 kVA 1 20 A (EX) COFFEE/ COOLERS 8
5 (#) Spare 20 A 1 0.0 kVA 0.0 kVA 1 20 A (#) Spare 6
3 (#) Spare 20 A 1 0.0 kVA 0.5 kVA 1 20 A (EX) ATRIUM RECEPTACLES 4
1 (EX) BOOKSTORE RECEPTACLES 20 A 1 1.1 kVA 0.9 kVA 1 20 A (EX) ATRIUM RECEPTACLES 2
Supply From: TSR-2 Voltage: 208V 3PH Phase: 3 Wire: 4 Location:
Panel Name: SR-2
Total Estimated Demand: 22.9 kVA
Panel Totals
Load Classification Connected Load Demand Factor Estimated Demand Additional Notes:
41 Spare 20 A 1 0.0 kVA 0.0 kVA 1 20 A Spare 42
35 Spare 20 A 1 0.0 kVA

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