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CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES,
<br />AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.
<br />CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS
<br />REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.
<br />CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE
<br />DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND
<br />ORDINANCES.
<br />CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS
<br />FROM DAMAGE. G.C. TO COORDINATE TRASH ACCESS.
<br />CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE
<br />DURING CONSTRUCTION. COORDINATE WITH COUNTY TO PROVIDE
<br />SECURITY.
<br />CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES OR
<br />FENCING AS REQUIRED AND AS APPROVED BY THE CITY AND OWNER
<br />FOR PUBLIC SAFETY PRIOR TO COMMENCING THE WORK.
<br />CONTRACTOR SHALL PROVIDE FIRE PROTECTION EQUIPMENT AND
<br />SERVICE ACCESS DURING THE CONSTRUCTION PERIOD AS
<br />REQUIRED BY THE COUNTY.
<br />CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A
<br />MEANS OF EGRESS DURING CONSTRUCTION.
<br />PUBLIC IMPROVEMENTS AND SERVICES ADJACENT TO THE SITE
<br />SHALL BE MAINTAINED DURING CONSTRUCTION. APPROVAL OF THE
<br />CITY ENGINEERING DEPARTMENT IS REQUIRED BEFORE ANY WORK
<br />IS COMMENCED.
<br />GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING,
<br />DRAINAGE, ELECTRICAL, TELEPHONE WORK AND EXISTING UTILITIES
<br />TO PROVIDE A COMPLETE OPERATING SYSTEM.
<br />CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF
<br />CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT,
<br />FOR WORK ON BUILDINGS OVER 36'-0" IN HEIGHT.
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<br />GENERAL NOTES
<br />FINISH NOTES
<br />ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND
<br />FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL
<br />UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
<br />REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR
<br />APPLICATION OF NEW FINISHES.
<br />PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS,
<br />AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING,
<br />UNLESS OTHERWISE NOTED.
<br />UNLESS NOTED OTHERWISE, ADJACENT AREAS ARE TO BE
<br />FINISHED TO MATCH THE ROOM/WALL/SPACE THEY ADJOIN.
<br />TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NON-
<br />ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC
<br />TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD
<br />ONTO THE WALLS AT LEAST 6" (1210.1)
<br />WALLS WITHIN 2 FEET (610 mm) OF THE FRONT AND SIDES OF
<br />URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD
<br />NON-ABSORBENT SURFACE OF PORTLAND CEMENT, CONCRETE,
<br />CERAMIC TILE OR OTHER SMOOTH, HARD NON-ABSORBENT
<br />SURFACE TO A HEIGHT OF 4 FEET (1219 mm) AND EXCEPT FOR
<br />STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS
<br />SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY
<br />MOISTURE. (807.1.2)
<br />WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS
<br />FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS,
<br />WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED.
<br />REGULAR GYPSUM WALL BOARD IS PERMITTED UNDER TILE OR
<br />WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN
<br />INSTALLED IN ACCORDANCE WITH TABLE 25-G. WATER RESISTANT
<br />GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING
<br />LOCATIONS: OVER A VAPOR RETARDER; IN AREAS SUBJECT TO
<br />CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS
<br />OR GANG SHOWER ROOMS; ON CEILINGS WHERE FRAME SPACING
<br />EXCEEDS 12" (305 mm) ON CENTER.
<br />PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9', MEASURED FROM
<br />GRADE, AT EXTERIOR WALLS AND DOORS.
<br />CONCRETE FLOOR FINISHES:
<br />a. TYPICAL CONCRETE FLOOR FINISH TO BE “HARD-
<br />TROWELLED” FINISH.
<br />b. MECHANICAL SPACES RECEIVING WATERPROOFING TO
<br />HAVE “LIGHT BROOM” FINISH. (GC TO CONFIRM WITH WP
<br />MANUFACTURER.)
<br />c. PARKING AREAS, PARKING RAMPS AND LOADING DOCKS
<br />(TRUCK PORTION) TO RECEIVE “MEDIUM ROTARY” FINISH.
<br />(GC TO CONFIRM WITH TRAFFIC COATING MANUFACTURER.)
<br />d. FLOOR DEPRESSIONS FOR TOPPING SLABS OR SETTING
<br />BEDS: GC TO CONFIRM SUBSTRATE WITH TOPPING/MORTAR
<br />MANUFACTURER.
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<br />FIRE DEPARTMENT NOTES
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<br />PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
<br />LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL
<br />PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL
<br />EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD
<br />INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.
<br />PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS,
<br />WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS
<br />REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE
<br />DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO
<br />EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES.
<br />EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.
<br />EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
<br />EXIT SIGNS ILLUMINATED BY AN EXTERAL SOURCE SHALL HAVE AN
<br />INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54LUX).
<br />EXIT SIGNS ILLUMINATED BY AN INTERNAL SOURCE SHALL BE
<br />LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS
<br />EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER
<br />SYSTEM THAT WILL PROVIDE AND ILLUMINATION OF NOT LESS
<br />THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS
<br />THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL
<br />BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY
<br />THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS
<br />ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT
<br />THE WALKING SURFACE.
<br />THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION
<br />SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL
<br />SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN
<br />EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY
<br />ILLUMINATE THE FOLLOWING AREAS:
<br />A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN
<br />ROOMS AND SPACES THAT REQUIRE TWO OR MORE
<br />MEANS OF EGRESS.
<br />B. CORRIDORS, EXIT ENCLOSURES AND EXIT
<br />PASSAGEWAYS IN BUILDINGS REQUIRED TO TWO OR
<br />MORE EXITS.
<br />C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE
<br />LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS
<br />ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR
<br />MORE EXITS
<br />D. INTERIOR EXIT DISCHARGE ELEMENTS, AS
<br />PERMITTED IN SECTION 1028, IN BUILDINGS REQUIRED TO
<br />HAVE TWO OR MORE EXITS.
<br />E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION
<br />1028, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS
<br />REQUIRED TO HAVE TWO OR MORE EXITS.
<br />THE EMERGENCY POWER SYSTEM SHALL PROVIDE FOR A
<br />DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF
<br />STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON SITE
<br />GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER
<br />SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702
<br />INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL
<br />NOT EXCEED AN END POINT FLAME SPREAD RATING:
<br />A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150,
<br />FOR MATERIALS INSTALLED IN VERTICAL EXITS.
<br />B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300,
<br />FOR MATERIALS INSTALLED IN HORIZONTAL EXITS.
<br />C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450,
<br />FOR MATERIALS INSTALLED IN ANY OTHER LOCATION.
<br />DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.)
<br />SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN
<br />APPROVED MANNER.
<br />WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE W ITH
<br />APPLICABLE CODE REQUIREMENTS.
<br />ALL WOOD USED FOR THE INTERIOR ENVIRONMENT OF THE
<br />TENANT SPACES TO BE FIRE TREATED TO COMPLY WITH THE
<br />BUILDING CLASSIFICATION TYPE. THIS INCLUDES ALL
<br />MISCELANIOUS WOOD AT EXPOSED AND CONCEALED LOCATIONS
<br />THAT ARE NOTED ON THE DOCUMENTS. VENEERS MATERIAL IN IT
<br />SELF ARE NOT INCLUDED IN THIS REQUIREMENT.
<br />LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48"
<br />ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND
<br />SURFACE OR SIDEWALK.
<br />EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF
<br />WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING
<br />SHALL HAVE A FREQUENCYOF NOT MORE THAN 60 FLASHES PER
<br />MINUTE.
<br />PROVIDE AN AUTOMATIC SPRINKLER SYSTEM, SUPERVISED BY AN
<br />APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION
<br />SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE
<br />SIGNAL AT A CONSTANTLY ATTENDED LOCATION.
<br />MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.
<br />DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE
<br />CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT
<br />STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE
<br />SELF-CLOSING. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING,
<br />SMOKE AND DRAFT CONTROLLED.
<br />EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN
<br />SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA
<br />EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE
<br />WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
<br />EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED
<br />TYPE.
<br />DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE
<br />INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISH FLOOR.
<br />PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS
<br />PENETRATE FIRE-RATED WALLS OR CEILINGS.
<br />STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR
<br />COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS
<br />SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE
<br />REGULATIONS.
<br />LUMINOUS EGRESS PATH MARKINGS REQUIRED IN ACCORDANCE
<br />WITH CBC SECTION 1025
<br />FLOOR LEVEL EGRESS SIGNS TO BE PROVIDED PER CBC SECTION
<br />1013.7
<br />SECURITY NOTES FOR GUEST ROOMS
<br />SCREENS, BARRICADES OR FENCES MADE OF MATERIALS WHICH
<br />PRECLUDE HUMAN CLIMBING, SHALL BE PROVIDED AT EVERY
<br />PORTION OF EVERY ROOF, BALCONY OR SIMILAR SURFACE W HICH
<br />IS WITHIN 8' OF THE UTILITY POLE OR SIMILAR STRUCTURES.
<br />WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH
<br />SOLID-CORE CONSTRUCTION.
<br />ALL PIN-TYPE HINGES ACCESSIBLE FROM THE OUTSIDE SHALL
<br />HAVE NON-REMOVABLE HING PINS. HINGES SHALL HAVE MINIMUM
<br />1/4" DIAMETER STEEL JAMB STUD, WITH 1/4" MINIMUM
<br />PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING
<br />DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION
<br />SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING W ITH
<br />SCREWS NO LESS THAN 2 1/2" LONG.
<br />PROVIDE DEADBOLTS WITH HARDENED INSERTS; DEADLOCKING
<br />LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR. LOCKS MUST
<br />BE OPENABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE
<br />OR SPECIAL EFFORT. THE UNLOCKING OF ANY EXIT DOOR(S)
<br />SHALL NOT REQUIRE MORE THAN ONE OPERATION (LATCH NOT
<br />REQUIRED IN B, F & S OCCUPANCIES).
<br />STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1"AND
<br />AN EMBEDMENT OF NOT LESS THAN 5/8". A HOOK-SHAPED OR AN
<br />EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF
<br />3/4".
<br />WOOD PANEL DOORS MUST HAVE PANELS AT LEAST 9/16" THICK,
<br />WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK, AND
<br />INDIVIDUAL PANELS MUST ME NO MORE THAN 300 SQUARE INCHES
<br />IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT
<br />PANELS, EXCEPT MULLIONS OVER 18" LONG MAY HAVE AN
<br />OVERALL WIDTH OF NOT LESS THAN 2". STILES AND RAILS SHALL
<br />BE OF SOLID LUMBER IN THICKNESS, WITH OVERALL DIMENSIONS
<br />OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH.
<br />SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE
<br />UPPER CHANNEL OF THE MOVING PANEL, TO PROHIBIT RAISING
<br />AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR
<br />PARTIALLY OPEN POSITION.
<br />SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING
<br />DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT
<br />THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO TESTS
<br />SPECIFIED IN SECTION 6717.1.
<br />METAL OR WOOD OVERHEAD OR SLIDING DOORS SHALL BE
<br />SECURED WITH A CYLINDER LOCK, PADLOCK WITH A 9/32"
<br />DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED
<br />STEEL HASPS, METAL SLIDE BOARD, BOLT, OR EQUIVALENT
<br />DEVICE, UNLESS SECURED BY AN ELECTRICAL POWERED
<br />OPERATION.
<br />PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL
<br />ACCORDION GRATE OR GRILL-TYPE DOORS, AND CYLINDER LOCKS
<br />OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL
<br />CYLINDER LOCKS, WHENEVER THE CYLINDER PROJECTS BEYOND
<br />THE FACE OF THE DOOR, OR IS OTHERWISE ACCESSIBLE TO
<br />GRIPPING TOOLS.
<br />IN B, F, M OR S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST
<br />ONE DIMENSION GREATER THAN 5', BUT LESS THAN 48", SHALL BE
<br />CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY-
<br />RESISTANT MATERIAL, OR PROTECTED WITH METAL BARS OR
<br />GRILLES.
<br />GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK, WHEN THE
<br />DOOR IS IN CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS
<br />OR APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE
<br />PROTECTED BY METAL BARS OR GRILLS HAVING A MAXIMUM
<br />OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT
<br />APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2"
<br />IN THEIR GREATEST DIMENSIONS.
<br />LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR
<br />GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF
<br />6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN
<br />ENTRY.
<br />OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH
<br />SUBSTANTIAL LOCKING DEVICES. IN B, F, M AND S OCCUPANCIES,
<br />SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSSBARS,
<br />AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL
<br />SHACKLES AND BOLTED, HARDENED STEEL HASPS.
<br />SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE
<br />UPPER CHANNEL OF THE MOVING PANEL, TO PROHIBIT RAISING
<br />AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR
<br />PARTIALLY OPEN POSITION.
<br />SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES
<br />AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY
<br />REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO TESTS
<br />SPECIFIED IN SECTION 6717.2.
<br />ANY RELEASE FOR METAL BARS, GRATES, GRILLS OR SIMILAR
<br />DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE
<br />INSTALLED, SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT
<br />ROOM, AND AT LEAST 24" FROM THE CLOSEST OPENING THROUGH
<br />SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT
<br />EXCEEDS 2" IN ANY DIRECTION.
<br />ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR
<br />GRILLS WITH OPENINGS OF NOT LESS THAN 6" IN ONE DIMENSION.
<br />ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL
<br />BE ARRANGED SO THAT THE OCCUPANT SHALL HAVE A VIEW OF
<br />THE AREA IMMEDIATELY OUTSIDE THE DOOR, WITHOUT OPENING
<br />THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEW ER,
<br />THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR, OR
<br />THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL.
<br />EXIT DOORS SERVING INDIVIDUAL DWELLING UNITS OR GUEST
<br />ROOMS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE
<br />OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY
<br />OPERATED EDGE- OR SURFACE-MOUNTED FLUSH BOLTS AND
<br />SURFACE BOLTS OR ANY OTHER DEVICE THAT MAY BE USED TO
<br />CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF
<br />THE LOCKING DEVICE SHALL NOT BE USED. THE UNLATCHING OF
<br />ANY LEAF, SINGLE OR DOUBLE DOOR SHALL NOT REQUIRE MORE
<br />THAN ONE OPERATION. DEAD BOLTS SHALL NOT BE PERMITTED
<br />UNLESS THE DOOR IS OPERABLE ON ONE OPERATION.
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<br />ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT
<br />DOCUMENTS, DRAWINGS AND SPECIFICATIONS, INCLUDING THESE
<br />GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE THE
<br />INTENT OF THE GENERAL NOTES WITH ALL TRADES. IF CONFLICT IS
<br />FOUND BETWEEN DRAWINGS, GENERAL NOTES AND
<br />SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION
<br />BEFORE PROCEEDING WITH THE WORK.
<br />SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT
<br />DOCUMENTS.
<br />NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS
<br />SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
<br />THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL
<br />NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG
<br />SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO
<br />BE PERFORMED BY ANY TRADE.
<br />CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND
<br />FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS
<br />SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT
<br />FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN
<br />QUESTION.
<br />CONTRACTOR TO COORDINATE WORK WITH THE CITY AND
<br />OWNER/OWNER’S AGENTS,, INCLUDING SCHEDULING TIME AND
<br />LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING
<br />SERVICES AND FACILITIES, AND USE OF ELEVATORS. COORDINATE
<br />WORK WITH OTHER CONTRACTS. MINIMIZE DISTURBANCE OF
<br />BUILDING FUNCTIONS AND OCCUPANTS, INCLUDING TRASH REMOVAL
<br />ACCESS.
<br />CONTRACTOR TO COORDINATE/CONFIRM WORK NOTED AS "BY
<br />OTHERS" OR "NIC". INCLUDE SCHEDULE REQUIREMENTS IN
<br />CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO
<br />ASSURE ORDERLY SEQUENCE OF INSTALLATION.
<br />DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE
<br />OVER SCALES SHOWN ON DRAWINGS. GENERAL CONTRACTOR
<br />SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS AT SITE
<br />PRIOR TOCOMMENCING THE WORK, AND REPORT ANY
<br />DISCREPANCIES TO THECONSTRUCTION MANAGER IN WRITING.
<br />PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE,
<br />UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED
<br />"CLEAR". ALLOW FOR THICKNESS OF FINISHES.
<br />CEILING HEIGHT DIMENSIONS ARE TO FACE OF FINISHED SURFACES.
<br />FLOOR LEVELS INDICATED ON DRAWINGS ARE FOR REFERENCE
<br />ONLY. PRIOR TO CONSTRUCTION GENERAL CONTRACTOR SHALL
<br />HIRE A THIRD PARTY LICENSED SURVEYOR TO FIELD VERIFY
<br />EXISTING GRADES AND FLOOR ELEVATIONS INDICATED ON DRAWING.
<br />NOTIFY ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES
<br />WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE
<br />UNDERSTOOD THAT ALL LIKE OR SIMILAR CONDITIONS ARE THE SAME
<br />UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE.
<br />THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE
<br />SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE
<br />THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE
<br />ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF
<br />STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE
<br />BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND
<br />THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN
<br />AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE
<br />ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION
<br />OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE
<br />ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE
<br />CONTRACTOR AT NO ADDITIONAL COST.
<br />CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF
<br />CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT,
<br />FOR TRENCHES OR EXCAVATIONS GREATER THAN 5'-0" DEEP INTO
<br />WHICH A PERSON IS REQUIRED TO DESCEND FOR CONSTRUCTION
<br />PURPOSES.
<br />CONTRACTOR SHALL AS NECESSARY PROVIDE SHORING DESIGNED
<br />AND DETAILED BY A CALIFORNIA REGISTERED ENGINEER.
<br />ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND
<br />FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL
<br />UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
<br />PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS,
<br />AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING,
<br />UNLESS OTHERWISE NOTED.
<br />CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND
<br />SECURITY SYSTEM INSTALLATIONS.
<br />CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR
<br />MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR
<br />CEILINGS.
<br />EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF
<br />PLUMBING, MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING
<br />ARE ONLY APPROXIMATE. THE EXACT LOCATIONS SHALL BE
<br />DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE
<br />ARCHITECT.
<br />CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL
<br />MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND
<br />WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT
<br />MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES
<br />TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE
<br />MADE AT NO ADDITIONAL COST.
<br />CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
<br />MECHANICAL OPENINGS THROUGH THE ROOF WITH MECHANICAL
<br />EQUIPMENT MANUFACTURERS.
<br />CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,
<br />BRACING, BLOCKING, BACK-UP PLATES AND SUPPORTING BRACKETS
<br />REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM
<br />ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED
<br />OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS
<br />EQUIPMENT AND FURNISHINGS
<br />1.
<br />2.
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<br />CONSTRUCTION DOCUMENTATION AND
<br />COORDINATION
<br />THE FOLLOWING CODE-MINIMUM SOUND REQUIREMENTS APPLY
<br />TO GUEST ROOMS AND APARTMENTS, AND MAY EXCEED CODE-
<br />MINIMUM, BASED UPON OWNER'S AND HOTEL OPERATOR'S
<br />STANDARDS
<br />WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING
<br />UNITS OR GUEST ROOMS FROM EACH OTHER, FROM PUBLIC
<br />SPACE (SUCH AS INTERIOR CORRIDORS OR LOBBIES) AND FROM
<br />BACK-OF-HOUSE OR SERVICE AREAS, SHALL INCUDE AIRBORNE
<br />SOUND INSULATION FOR WALLS, AND BOTH AIRBORNE AND
<br />IMPACT SOUND INSULATION FOR FLOOR-CEILING ASSEMBLIES. ALL
<br />SUCH SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES AT
<br />GUEST ROOMS SHALL PROVIDE AN AIRBORNE SOUND INSULATION
<br />EQUAL TO THAT REQUIRED TO MEET A SOUND TRANSMISSION
<br />CLASS (STC) 55 (50 IF FIELD TESTED). ALL SUCH SEPARATING
<br />WALLS AND FLOOR-CEILING ASSEMBLIES AT DWELLING AREAS
<br />SHALL PROVIDE AN AIRBORNE SOUND INSULATION EQUAL TO
<br />THAT REQUIRED TO MEET A SOUND TRANSMISSION CLASS (STC)
<br />60 (55 IF FIELD TESTED). ALL SEPARATING FLOOR-CEILING SHALL
<br />PROVIDE IMPACT SOUND INSULATION EQUAL TO THAT REQUIRED
<br />TO MEET AN IMPACT INSULATION CLASS (IIC) OF 60 (55 IF FIELD
<br />TESTED). (91.1207.1)
<br />ALL PENETRATIONS INTO SOUND RATED PARTITIONS ARE TO BE
<br />SEALED WITH AN APPROVED PERMANENT RESILIENT SEALANT.
<br />ALL RIGID CONDUITS, DUCTS, PLUMBING PIPES, APPLIANCE VENTS
<br />LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE
<br />BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES,
<br />MOUNTS, OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL.
<br />VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED
<br />FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT
<br />SLEEVES, MOUNTS, OR A MINIMUM 1/4" THICK APPROVED
<br />RESILIENT MATERIAL.
<br />AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT
<br />SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND
<br />THE SEPARATION WALLS.
<br />CARPETS OR SIMILAR SURFACE MATERIAL WHICH ARE PART OF
<br />THE FLOOR-CEILING ASSEMBLY MUST BE INSTALLED AND
<br />INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED
<br />AND MAY BE REPLACED ONLY BY OTHER FLOOR COVERING THAT
<br />PROVIDES THE REQUIRED IMPACT SOUND INSULATION. (1207.8)
<br />METAL VENTILATING AND CONDITIONING AIR DUCTS LOCATED IN
<br />SOUND ASSEMBLIES SHALL BE LINED (EXCEPT DUCTS SERVING
<br />ONLY EXIT WAYS, OR KITCHEN COOKING FACILITIES AND
<br />BATHROOMS NEED NOT BE LINED).
<br />MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST
<br />SPACES WHENEVER A PLUMBING PIPING, OR DUCT PENETRATES A
<br />FLOOR-CEILING ASSEMBLY, OR WHERE SUCH UNIT PASSES
<br />THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A
<br />WALL THE INSULATION SHALL BE INSTALLED TO A POINT 12"
<br />BEYOND THE PIPE OR DUCT. THIS DOES NOT APPLY TO FIRE
<br />SPRINKLER PIPE, GAS LINE OR ELECTRICAL CONDUIT.
<br />ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION
<br />WALLS SHALL BE SEPARATED HORIZONTALLY BY 24". BACK AND
<br />SIDES OF BOXES ARE TO BE SEALED WITH 1/8" RESILIENT SEALANT
<br />AND BACKED BY 2" MIN. THK. MINERAL FIBER INSULATION. (TV,
<br />PHONE, DATA AND OTHER BOXES MUST ALSO BE INSTALLED
<br />ACCORDINGLY.)
<br />ENTRANCE DOORS TO GUEST ROOMS AND RESIDENCES, FROM
<br />INTERIOR CORRIDORS, ARE REQUIRED TO HAVE A MINIMUM STC
<br />RATING OF 34.
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<br />8.
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<br />10.
<br />SOUND REQUIREMENTS
<br />ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE
<br />A MINUMUM FINISHED INTERIOR AREA OF NOT LESS THAT 1024
<br />SQUARE INCHES, AND SHALL BE CAPABLE OF ENCOMPASSING A 30"
<br />CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED
<br />TO A POINT 70" ABOVE THE SHOWER DRAIN OUTLET.
<br />THE CONSTRUCTION SHALL NOT RESTRICT A 5' CLEAR AND
<br />UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
<br />FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS,
<br />PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE
<br />LOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'
<br />OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED
<br />ON THE PROPERTY.
<br />AN APPROVED SEISMIC GAS SHUT-OFF VALVE WILL BE INSTALLED ON
<br />THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF UTILITY METER
<br />AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR
<br />STRUCTURE CONTAINING THE FUEL GAS PIPING.
<br />CONTRACTOR TO UNDERCUT DOORS TO CLEAR TOP OF FLOOR
<br />FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. REFER TO
<br />SPECIFICATIONS AND DOOR DETAILS.
<br />EGRESS STAIR SHAFTS SHALL BE AIRTIGHT AND SEALED.
<br />MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT
<br />AND SEALED.
<br />IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A
<br />RETURN AIR PLENUM, THEN ALL EQUIPMENT AND
<br />WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR
<br />INSTALLATION IN A PLENUM.
<br />ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS
<br />OF NFPA 90A, 2-3-2 IN CONSTRUCTION AND INSTALLATION.
<br />1.
<br />2.
<br />3.
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<br />5.
<br />6.
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<br />8.
<br />MISC CODE REQUIREMENTS
<br />OCFA NOTES
<br />SAFEGUARDS DURING CONSTRUCTION
<br />1. WORK SHALL NOT COMMENCE UNTIL PEDESTRIAN PROTECTION IS
<br />IN PLACE
<br />2. DURING CONSTRUCTION, REMODELING AND DEMOLITION
<br />ACTIVITIES, PEDESTRIANS SHALL BE PROTECTED AS REQUIRED
<br />PER CBC CHAPTER 33, SECTION 3306 AND TABLE 3306.1
<br />3. PEDESTRIAN WALKWAYS AND COVERED WALKWAYS SHOULD BE
<br />PROVIDED AS REQUIRED PER CBC CHAPTER 33, SECTIONS 3306.2
<br />AND 3306.7
<br />4. PEDESTRIAN TRAFFIC SHOULD BE PROTECTED BY A DIRECTIONAL
<br />BARRICADE AS REQUIRED PER CBC CHAPTER 33, SECTION 3306.3
<br />5. CONSTRUCTION RAILINGS SHOULD BE PROVIDED AS REQUIRED
<br />PER CBC CHAPTER 33, SECTION 3306.4
<br />6. BARRIERS SHOULD BE PROVIDED AS REQUIRED PER CBC
<br />CHAPTER 33, SECTIONS 3306.5 AND 3306.6
<br />7. AT THE END OF THE WORK, ALL DEBRIS AND OBSTRUCTION ON
<br />THE PUBLIC PROPERTY WILL BE REMOVED, LEAVING IT IN AS
<br />GOOD CONDITION AS IT WAS BEFORE STARTING. TEMPORARY USE
<br />OF PUBLIC PROPERTY SHOULD BE ACCORDING CBC CHAPTER 33
<br />SECTION 3308
<br />© Gensler
<br />Date Description
<br />Project Name
<br />Project Number
<br />Description
<br />Scale
<br />Seal / Signature
<br />2021
<br />Tel 949.863.9434
<br />Fax 949-553-1676
<br />4675 MacArthur Court
<br />Suite 100
<br />Newport Beach, CA
<br />92600
<br />USA
<br />12" = 1'-0"
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<br />R1.G0.011
<br />GENERAL NOTES
<br />07.3757.400
<br />3rd & Broadway Residential
<br />Tower Core & Shell
<br />301 N. Broadway, Santa Ana, CA
<br />09/21/2021 Issue for Plan Check
<br />A 12/10/2021 Reissue for Plan Check
<br />C 03/07/2022 Reissue for Plan Check
<br />F 07/11/2022 Reissue for Plan Check
<br />H 06/17/2024 Revision to Permit
<br />1/7/25
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