14-1187-004GENERAL FINISH NOTES
1. REFER TO SPECIFICATIONS FOR ALL PERFORMANCE AND QUALITY GUIDELINES AND FOR ADDITIONAL SUBMITTAL INFORMATION.
2. INTERIOR FINISH MATERIALS AND THE INSTALLATION PROCESS SHALL BE IN COMPLIANCE WITH ALL LOCAL GOVERNING CODES INCLUDING
BUT NOT LIMITED TO FLAMMABILITY RATINGS AND VOLATILE ORGANIC COMPOUND REQUIREMENTS. ALL INTERIOR FINISHES SHALL MEET
THE REQUIREMENTS OF NFPA 101, CHAPTER 10.2.2.
3. THE GENERAL CONTRACTOR SHALL INSPECT ALL SURFACES SCHEDULED TO RECEIVE NEW MATERIAL AND VERIFY THAT CONDITIONS ARE
SUITABLE FOR APPLICATION OF FINISH MATERIAL PRIOR TO INSTALLATION INCLUDING, BUT NOT LIMITED TO, PROVIDING A SURFACE THAT IS
DRY, CLEAN AND FREE OF OIL, GREASE, MILDEW, LOOSE AND FLAKING PAINT AND OR ANY OTHER FOREIGN SUBSTANCES. IF NOT, CONTACT
INSIGHT DESIGN FOR DIRECTION.
4. TYPICAL PAINTED WALL FINISHES SHALL BE ONE (1) COAT LATEX PRIMER WITH MINIMUM OF THREE (3) COATS OF SPECIFIED PRODUCT,
EGGSHELL FINISH. REFER TO FINISH LEGEND FOR SPECIFIC FINISH. WHERE NEW PARTITION MEETS EXISTING PARTITION IN THE SAME PLANE,
THE ENTIRE PLANE SHALL BE PAINTED. CONTRACTOR SHALL SUBMITTHREE (3) 12" X 12" GYPSUM BOARD SAMPLES OF EACH SCHEDULED
PAINT COLOR TO INSIGHT DESIGN FOR APPROVAL PRIOR TO APPLICATION. SAMPLE IS TO REPRESENT FINISH SHEEN, TEXTURE, AND NUMBER
OF COATS OR APPLICATIONS AS SPECIFIED. EACH SAMPLE IS TO BE LABELED BY THE CORRESPONDING FINISH PLAN KEYNOTE AND PAINT
SPECIFICATION.
5. THE GENERAL CONTRACTOR SHALL INSPECT PREMISES AND INCLUDE ALL FLOOR PREPARATION INCLUDING, BUT NOT LIMITED TO, FILLING,
LEVELING, GRINDING, CLEANING, ETC. FOR INSTALLATION OF SPECIFIED FLOOR COVERING.
6. FLOORING TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOOR OR OPENING UNLESS NOTED OTHERWISE.
7. THE GENERAL CONTRACTOR SHALL PROVIDE HARD RUBBER TRANSITION STRIP BETWEEN CARPET AND RESILIENT FLOORING. COLOR SHALL
BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD SELECTION.
8. THE GENERAL CONTRACTOR SHALL SUPPLY THREE (3) SAMPLES OF EACH FLOOR COVERING SPECIFIED PRIOR TO INSTALLATION. EACH
SAMPLE SHALL BE LABELED WITH THE CORRESPONDING FINISH PLAN KEY NOTE AND SPECIFICATION. SAMPLES SHALL BE REPRESENTATIVE
OF ALL DYE LOTS WHICH ARE TO BE USED ON THE PROJECT.
9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CROSS- REFERENCING FINISH NOTES BETWEEN PLANS AND ELEVATIONS. IF A DISCREPANCY
IS FOUND, IMMEDIATELY NOTIFY INSIGHT DESIGN FOR INSTRUCTION.
10. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SURFACES NOT HAVING A FINISH SPECIFIED PRIOR TO SUBMITTING FINISH
BID.
11, THE GENERAL CONTRACTOR IS TO PROVIDE FLOOR LEVELING AS REQUIRED. PROVIDE FLOOR TOLERANCES ACCEPTABLE FOR FLOORING
INSTALLATION AS REQUIRED BY THE FEDERAL A.D.A. LAW AND MFG. SPECIFICATIONS.
12, WALL BASE AT MILLWORK TOE KICK SPACE TO BE 4" HIGH AND TO MATCH H.P.L. ON MILLWORK U.O.N.
13. REFER TO ELEVATIONS FOR ADDITIONAL FINISH INFORMATION RELATING TO ALL MILLWORK.
14. ALL FIRE EXTINGUISHERS CABINETS TO BE PAINTED TO MATCH ADJACENT WALL.
15, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL FINISHES MATCH EXISTING FINISHES. GENERAL CONTRACTOR SHALL NOTIFY INSIGHT
DESIGN IMMEDIATELY OF ANY DISCREPANCIES SHOWN ON THE FINISH PLAN AND /OR FINISH SCHEDULE.
16. CARPET SEAMING DIAGRAMS SHALL BE SUBMITTED BY THE CARPET INSTALLER TO INSIGHT DESIGN FOR REVIEW PRIOR TO INSTALLATION.
17. ALL WORK BY OTHERS SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE FROM PAINTING AND FROM THE APPLICATION OF VARIOUS
ADHESIVES USED IN INSTALLING WALL COVERINGS ON COMPLETION, ALL OTHER WORK SHALL BE FREE OF DAUBS, SPOTS AND SPLATTERS OF
PAINT AND ADHESIVES.
18. DO NOT BRIDGE BUILDING EXPANSION AND CONTROL JOINTS WITH STEEL FRAMING OR FURRING MEMBERS. INDEPENDENTLY FRAME BOTH
SIDES OF JOINTS WITH FRAMING OR FURRING MEMBERS AS INDICATED.
GYPSUM BOARD
1. GYPSUM BOARD CONSTRUCTION TERMINOLOGY: REFER TO ASTM C11 AND GA-505 FOR DEFINITIONS OF TERMS RELATED TO GYPSUM
BOARD ASSEMBLIES NOT DEFINED IN THIS SECTION OR IN OTHER REFERENCED STANDARDS.
2. SOUND TRANSMISSION CHARACTERISTICS: WHERE INDICATED, PROVIDE ASSEMBLIES TESTED FOR STC RATINGS PER ASTM E 90 AND
CLASSIFIED ACCORDING TO ASTM E 413 BY AN INDEPENDENT TESTING AGENCY.
3. FIRE TEST RESPONSE CHARACTERISTICS: WHERE INDICATED, PROVIDE ASSEMBLIES TESTED FOR FIRE RESISTANCE PER ASTM E 119.
4. ANY BOARD THAT HAS BECOME WET AT ANY POINT PRIOR TO THE DATE OF SUBSTANTIAL COMPLETION SHALL BE REPLACED, INCLUDING
BOARD THAT HAS BEEN INSTALLED AND FINISHED.
5. PROVIDE GYPSUM BOARD OF TYPES INDICATED IN MAXIMUM LENGTHS AVAILABLE, MINIMIZING JOINTS.
• THICKNESS: PROVIDE GYPSUM BOARD %" THICK TO COMPLY WITH ASTM C 840 FOR APPICATION SYSTEM AND SUPPORT SPACING
INDICATED.
6. GYPSUM WALLBOARD: ASTM C 1396 AND AS FOLLOWS:
• TYPE X. MR TYPE X WHERE INDICATED
• EDGES: TAPERED
7. GLASS MAT WATER RESISTANT TILE BACKER: ASTM C 1178
8. INTERIOR TRIM: ASTM C 1047
9. STEEL DRILL SCREWS COMPLYING WITH ASTM C 1002 FOR THE FOLLOWING APPLICATIONS:
• FASTENING GYPSUM BOARD TO STEEL MEMBERS LESS THAN 0.03" THICK.
• FASTENING GYPSUM BOARD TO GYPSUM BOARD.
• STEEL DRILL SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING GYPSUM BOARD TO STEEL MEMBERS FROM 0.033" TO 0.112"
THICK.
10. APPLYING AND FINISHING GYPSUM BOARD: COMPLY WITH ASTM C 840.
11. FORM CONTROL JOINTS AND EXPANSION JOINTS WITH SPACE BETWEEN EDGES OF ADJOINING GYPSUM PANELS, AS WELL AS SUPPORTING
FRAMING BEHIND GYPSUM PANELS.
• PARTITIONS: PROVIDE VERTICAL CONTROL JOINTS SPREAD NOT MORE THAN 30' -0" ON CENTER IN PARTITIONS.
• CEILINGS: PROVIDE CONTROL JOINTS LIMITING AREAS TO 2500 SQUARE FEET WITH THE LONGEST DISTANCE BEING 50' -0 ".
12. LEVELS OF GYPSUM BOARD FINISH: PROVIDE THE FOLLOWING LEVELS OF GYPSUM BOARD FINISH PER GA 214.
• LEVEL 0: FOR TEMPORARY CONSTRUCTION ONLY.
• LEVEL 1: FOR PLENUM AREAS ABOVE CEILINGS, ATTICS AND AREAS WHERE THE ASSEMBLY IS CONCEALED.
• LEVEL 2: FOR AREAS WHERE TILE BACKING BOARD (ASTM C630) IS USED AS A SUBSTRATE FOR TILE ONLY.
• LEVEL 3: FOR AREAS TO RECEIVE HEAVY TEXTURED, THICK ('/8" OR GREATER) WALL COVERINGS.
• LEVEL 4: FOR TEXTURED FINISHES, WALL COVERINGS AND PAINTED FINISHES.
TILING
1. SUBMIT COLOR SAMPLES SHOWING THE FULL RANGE OF COLORS, TEXTURES AND PATTERNS IN ALL PRICE GROUPINGS. INCLUDE SAMPLES
OF ACCESSORIES INVOLVING COLOR SELECTION.
2. STATIC COEFFICIENT OF FRICTION ON WALKWAY SURFACES: PROVIDE THE FOLLOWING VALUES AS DETERMINED BY ASTM C 1028:
• FLAT SURFACES: MINIMUM 0.6
• STEP TREADS: MINIMUM 0.6
• RAMP SURFACES: MINIMUM 0.8
3. ANSI CERAMIC TILE STANDARD: PROVIDE TILE THAT COMPLIES WITH ANSI A137.1, "SPECIFICATION FOR CERAMIC TILE," FOR TYPES,
COMPOSITIONS AND OTHER CHARACTERISTICS INDICATED.
4. LATEX PORTLAND CEMENT MORTAR: ANSI A118.4
• MIXTURE OF DRY MORTAR MIX AND LATEX ADDITIVE: MIXTURE OF PREPACKAGED DRY MORTAR MIX AND LIQUID ACRYLIC LATEX
ADDITIVE.
• FOR WALL APPLICATIONS, PROVIDE NON - SAGGING, LATEX PORTLAND CEMENT MORTAR COMPLYING WITH ANSI A118.4, SECTION F- 2.1.2.
5. STANDARD SANDED CEMENT GROUT: ANSI A118.6, FOR JOINTS Ys" OR WIDER.
6. STANDARD UN- SANDED CEMENT GROUT: ANSI A118.6, FOR JOINTS LESS THAN 78"
7. LATEX PORTLAND CEMENT GROUT: ANSI A118.6 FOR MATERIALS DESCRIBED IN SECTION H -2.4 COMPOSED AS FOLLOWS:
• MIXTURE OF SANDED DRY GROUT MIX AND LATEX ADDITIVE: MIXTURE OF FACTORY PREPARED, DRY GROUT MIX AND LIQUID ACRYLIC
LATEX ADDITIVE.
8. LATEX UNDER- LAYMENT: QUICK SET TYPE, AS RECOMMENDED BY MEMBRANE MANUFACTURER, AS REQUIRED TO PROVIDE POSITIVE
DRAINAGE TO FLOOR DRAINS.
9. MARBLE THRESHOLDS: WHITE, HONED MARBLE COMPLYING WITH MIA GROUP "A" REQUIREMENT FOR SOUNDNESS; ASTM C 503 ABRASION
RESISTANCE WHERE EXPOSED TO FOOT TRAFFIC, A MINIMUM HARDNESS OF 10 PER ASTM C 241.
• MORTAR: ASTM C270, TYPE S.
• ADHESIVE: LATEX MODIFIED THIN SET MORTAR.
10. EXPANSION JOINTS: IF NOT INDICATED ON THE DRAWINGS, EXPANSION JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH THE TILE
COUNCIL OF NORTH AMERICA, INC. HANDBOOK FOR CERAMIC TILE INSTALLATION, LATEST EDITION, AS FOLLOWS:
• INTERIOR: 20' TO 25' IN EACH DIRECTION.
• INTERIOR TILEWORK EXPOSED TO DIRECT SUNLIGHT OR MOISTURE: 8' TO 12' IN EACH DIRECTION.
• WHERE TILEWORK ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALLS, DISSIMILAR FLOORS, CURBS, COLUMNS, PIPES, CEILINGS
AND WHERE CHANGES OCCUR IN BACKING MATERIALS.
• ALL EXPANSION, CONTROL, CONSTRUCTION AND COLD JOINTS IN THE STRUCTURE SHALL CONTINUE THROUGH THE TILEWORK INCLUDING
SUCH JOINTS AT VERTICAL SURFACES.
• JOINTS THROUGH THE TILEWORK DIRECTLY OVER STRUCTURAL JOINTS SHALL NEVER BE NARROWER THAN THE STRUCTURAL JOINT.
• JOINTS AT PERIMETER OF EACH SPACE WHERE NO FIELD JOINTS ARE DETAILED.
11. CLEAVAGE MEMBRANE: ASPHALT FELT, ASTM D 226, TYPE 1(NO.15) WITH 3 OVERLAPS AT ALL SEAMS. INSTALL CLEAVAGE MEMBRANE
UNDER 100% OF TILE ON SLAB -ON- GRADE.
12. CLEAN ROUGH CONCRETE SLAB SURFACE OF DRIPPINGS AND OTHER DEBRIS. ROUGHEN SURFACE IF NECESSARY. WASH THOROUGHLY WITH
CLEAN WATER PERMITTING CONCRETE TO BECOME SATURATED. SLUSH WITH NEAT CEMENT GROUT TO INSURE GOOD BOND.
• NEUTRALIZE ANY TRACE OF STRONG ACID OR ALKALI (PH LEVEL 7 TO 9).
13. WHEN NECESSARY BECAUSE OF UNEVENNESS OR ROUGHNESS OF BASE, OR TO BRING TILE TO PROPER FLATNESS, INSTALL LEVELING COAT
AND PERMIT TO SET AND HARDEN, WET CURE.
14. PROVIDE TAPE REINFORCEMENT AT JOINTS INCLUDING INSIDE CORNERS AND OUTSIDE CORNERS.
15. JOINT WIDTH: 1/8" WIDE, U.O.N.
16. COMPLY WITH PARTS OF ANSI A 108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE"
THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES.
• CONCRETE SUB - FLOORS: NEW SLABS ON GRADE (THIN SET METHOD): TCNA F113 DRY SET MORTAR WITH TILE INSTALLATION
SPECIFICATION ANSI A108.5.
• WALLS: GYPSUM BOARD (THIN SET METHOD): TCNA W223 ORGANIC ADHESIVE; WITH TILE INSTALLATION SPECIFICATION ANSI A108.4.
17. SOUND EACH TILE AFTER SET. REPLACE ALL TILES SOUNDING HOLLOW.
18. INSTALL STONE THRESHOLDS AT LOCATIONS INDICATED; SET IN SAME TYPE OF SETTING BED AS ABUTTING FIELD TILE. USE LATEX PORTLAND
CEMENT MORTAR FOR LOCATIONS WHERE MORTAR BED WOULD OTHERWISE BE EXPOSED ABOVE ADJACENT NON -TILE FLOOR FINISH.
PAINTING
1. SUBMIT A COMPLETE CURRENT COLOR CHIP CATALOG FOR COLOR SELECTION.
2. ATTIC STOCK: ONE UNOPENED GALLON OF EACH COLOR USED.
3. MEASURE MOISTURE CONTENT OF SURFACES. DO NOT APPLY FINISHES UNLESS SURFACES ARE BELOW MAXIMUMS RECOMMENDED.
ABBREVIATIONS
ADDL.
ADDITIONAL
F.A.
FIRE ALARM
O.C.
ON CENTER
A.F.F.
ABOVE FINISHED
F. D.
FLOOR DRAIN
O.D.
OUTSIDE DIAMETER
FLOOR
F.E.C.
FIRE EXTINGUISHER
OFF.
OFFICE
A.P.
ACCESS PANEL
Ln
CABINET
O.H.
OVERHEAD
APPROX.
APPROXIMATE
F. F.
FINISH FLOOR
OPP.
OPPOSITE
ARCH.
ARCHITECTURAL
F.H.C.
FIRE HOSE CABINET
M
A.V.
AUDIOVISUAL
PL.
PLATE
N
�
[0
�
FIN.
FINISH
PLAS.
PLASTER
BLK'G
BLOCKING
FIXT.
FIXTURE
PLY.
PLYWOOD
BLDG
BUILDING
FL.
FLOOR
PT.
PAINT
FLOUR.
FLUORESCENT
BLK
BLOCK
FOLD.
FOLDING
REF.
REFRIGERATOR
BM.
BEAM
F.P.
FIRE PROOF
R.B.
RUBBER BASE
BOT.
BOTTOM
FR.
FRAME
REC.
RECESSED
CAB.
CABINET
FSC.
FASCIA
REINF.
REINFORCED
CEM.
CEMENT
FUR.
FURRING
REQ'D.
REQUIRED
C.J.
CONTROLJOINT
RM.
ROOM
CENTER LINE
GA.
GAUGE
CLG.
CEILING
G.B.
GRAB BAR
SDP.
SOUND PROOF
CLR.
CLEARANCE
G.C.
GENERAL CONTRACTOR
SECT.
SECTION
C.M.U.
CONCRETE MASONRY
GL.
GLASS
SPEC.
SPECIFICATION
UNIT
GR.
GRILLE
SPK.
SPEAKER
CONC.
CONCRETE
G.W.B.
GYPSUM WALL BOARD
SPRKL.
SPRINKLER
COL.
COLUMN
S.S.
STAINLESS STEEL
CONN.
CONNECTION
H
HANDICAPPED
STD.
STANDARD
CONST,
CONSTRUCTION
HODW W
HARDWARE
STOR.
STORAGE
CONT.
CONTINUOUS
HOR.
HORIZONTAL
STRUC.
STRUCTURAL
CONTR.
CONTRACTOR
H.P.
HIGH POINT
SUSP.
SUSPENDED
CONY.
CONVECTOR
H.P.L.
HIGH PRESSURE
SYM.
SYMMETRICAL
CORR.
CORRIDOR
LAMINATE
SHT.
SHEET
CPT.
CARPET
HR.
HAND RAIL
CSK.
COUNTERSINK
HVAC
HEATING/VENTILATION
TEL.
TELEPHONE
C.T.
CERAMIC TILE
AIR CONDITIONING
THRSH.
THRESHOLD
CTR.
COUNTER
H.C.
HUNG CEILING
THK.
THICK(NESS)
HT.
HEIGHT
TK.BD.
TACK BOARD
DET.
DETAIL
T.O.S.
TOP OF SLAB
INSUL.
INSULATION
D.F.
DRINKING FOUNTAIN
INT.
INTERIOR
TYP.
TYPICAL
DIA.
DIAMETER
TEMP.
TEMPERED
DIFF.
DIFFUSER
J.C.
JANITOR'S CLOSET
U.O.N.
UNLESS OTHERWISE
DIM.
DIMENSION
JT.
JOINT
NOTED
DN.
DR.
DOWN
DOOR
LAV.
LAVATORY
UNDERSIDE
D.W.
DISH WASHER
L.D.
LINEAR DIFFUSER
VA
VAR.
VARIES
DWG.
DRAWING
L.P.
LOW POINT
LT.
LIGHT
V.C.T.
VINYL COMPOSITE
EA.
EACH
TILE
EL.
ELEVATION
MFR.
MANUFACTURER
VERT.
VERTICAL
E.C.
ELECTRICAL CLOSET
MAR,
MARBLE
VEST.
VESTIBULE
ENC.
ENCLOSURE
MAT.
MATERIAL
V.F.
VINYL FABRIC
EQ.
EQUAL
MAX.
MAXIMUM
V.I.F.
VERIFY IN FIELD
EQUIP.
EQUIPMENT
MECH.
MECHANICAL
E.W.C.
ELECTRIC WATER
MET.
METAL
W/
WITH
COOLER
MIN.
MINIMUM
W/O
WITHOUT
EXIST.
EXISTING
WD
WOOD
EXH.
EXHAUST
N.I.C.
NOT IN CONTRACT
WD.BLK
WOOD BLOCKING
EXP.BT.
EXPANSION BOLT
N.T.S.
NOT TO SCALE
WOM
WOMEN
EXT.
EXTERIOR
W.P.
WATERPROOFING
1 `1
GENERAL DOOR & HARDWARE NOTES
DOORS
1. ALL EXISTING AND EXISTING RELOCATED PAINTED GRADE DOORS NEED TO BE SANDED, PATCHED AND PREPARED TO RECEIVE NEW HARDWARE AND FINISH. REFER
TO FINISH SCHEDULE.
2. DOOR OPERATION AND EXIT HARDWARE MUST COMPLY WITH FBC 2010 AND ACCESSIBILITY CODE AS FOLLOWS:
• EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
• EGRESS DOOR HARDWARE: DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ARE REQUIRED TO BE ACCESSIBLE AND SHALL NOT
REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISMS, PUSH -TYPE MECHANISMS AND
- D E HARDWARE
U SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHERE DOOR HARDWARE IS NEW TO MATCH BUILDING STANDARD, G.C. TO VERIFY THAT EXISTING
MEETS THIS CRITERIA.
• MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. ALL HARDWARE MUST BE DIRECT ACTING REQUIRING NO MORE THAN ONE
OPERATION.
3. PANIC AND FIRE EXIT HARDWARE: WHERE PANIC HARDWARE AND FIRE EXIT HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING:
• THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE -HALF OF THE DOOR LEAF WIDTH.
• A MAXIMUM UNLATCHING FORCE OF 15 POUNDS (67N).
• ALL DOORS IN I HR. RATED CORRIDOR WALLS NEED TO BE 20 MIN. RATED. G.C. TO VERIFY THAT EXISTING PUBLIC CORRIDOR DOORS MEETTHIS CRITERIA.
• HARDWARE HEIGHT: A LATCH OR OTHER FASTENING DEVICE ON A DOOR SHALL BE PROVIDED WITH A RELEASING DEVICE HAVING AN OBVIOUS METHOD OF
OPERATION UNDER ALL LIGHTING CONDITIONS. THE RELEASING MECHANISM FOR ANY LATCH SHALL BE LOCATED AT LEAST 34" AND NOT MORE THAN 48" A.F.F.
DOORS SHALL BE OPERABLE WITH NOT MORE THAN ONE RELEASING OPERATION.
• MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. ALL HARDWARE MUST BE DIRECT ACTING REQUIRING NO MORE THAN ONE
OPERATION.
• DOOR OPENING FORCE: THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN INTERIOR HINGED DOOR IS 5 LBS (22.2N).
HARDWARE
1. ALL HARDWARE SHALL MEETTHE REQUIREMENTS OF FEDERAL, STATE AND LOCAL CODES HAVING JURISDICTION OVER THIS PROJECT, NOTWITHSTANDING ANY REAL
OR APPARENT CONFLICT HEREWITH IN THESE SPECIFICATIONS.
2. ALL LOCKS AND CYLINDERS SHALL BE FACTORY GRAND MASTERKEYED TO A NEW HARDWARE SYSTEM AS DIRECTED BYTHE OWNER, EXTERIOR LOCKS AND CYLINDERS
SHALL BE FURNISHED WITH REMOVABLE CORE PRIMUS LEVEL 3 CYLINDERS FURNISHED IN A CLASSIC KEYWAY DIRECTED BY THE OWNER.
3. DOOR STOPS SHALL BE FURNISHED FOR ALL DOORS TO PREVENT DAMAGE TO DOORS OR HARDWARE FROM STRIKING ADJACENT WALLS OR FIXTURES.
4. FURNISH RUBBER DOOR SILENCERS EQUAL TO IVES 20 FOR ALL NEW INTERIOR HOLLOW METAL FRAMES, (2) PER PAIR AND (3) PER SINGLE DOOR FRAME.
5. THRESHOLDS: ALUMINUM WITH NEOPRENE BULB TO PROVIDE AN AIR BARRIER SEAL. THRESHOLD TO BE ACCESSIBLE PER FBC CHAPTER 11 REQUIREMENT, U.O.N
6. ALL HARDWARE ACCESSORIES AND DEVICES TO MATCH BUILDING AND /OR TENANT STANDARD IN THE PARTICULAR DOOR TYPE, INCLUSIVE BUT NOT LIMITED TO
DOOR SILENCERS, DOOR STOPS, HINGES, CLOSURES, LOCKING ETC.
7. CONTRACTOR TO COORDINATE ALL KEYING WITH OWNER.
8. CONTRACTOR TO VERIFY THAT ALL NEW AND EXISTING HARDWARE IS ADA COMPLIANT.
9. GENERAL CONTRACTOR TO SUBMIT TO ARCHITECT A FULLY DETAILED HARDWARE SCHEDULE WITH CUT SHEETS OF ALL ITEMS TO BE PROVIDED. THE SCHEDULE
SHALL BE WRITTEN BY A HARDWARE DETAILING SPECIALIST AND SHALL BE COORDINATED WITH ALL RELATED ASPECTS OF THE PROJECT. FINISH OF ALL EXPOSED
ITEMS SHALL BE OFFICE STANDARD.
DEFINITIONS
1. "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS.
2. "INSTALL" DESCRIBES OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING,
APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING AND SIMILAR OPERATIONS.
3. "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
i
4. "SHOP DRAWINGS" AS DEFINED BY AIA DOCUMENT A201, SECTION 3.12.1: SHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, SCHEDULES AND OTHER DATA SPECIALLY
PREPARED FOR THE WORK BY THE CONTRACTOR OR A SUBCONTRACTOR, SUB- SUBCONTRACOR, MANUFACTURER, SUPPLIER OR DISTRIBUTOR TO ILLUSTRATE SOME
PORTION OF THE WORK.
5. UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF
BOUND OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH STANDARDS ARE MAD A PART OF THE CONTRACT DOCUMENTS
BY REFERENCE.
6. PERMITS, LICENSES AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES,
JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, CORRESPONDENCE, RECORDS AND SIMILAR DOCUMENTS, ESTABLISHED FOR
COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING ON PERFORMANCE OF THE WORK.
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REVISIONS
SHEET TITLE:
GENERAL NOTES
PROJECT NO: 1110 -11
DRAWN BY: LC
DATE: 05.12.2014
SCALE: AS NOTED
SHEET NO:
G -2