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Highland Manor
<br />1128 Highland St
<br />Santa Ana, CA, 92703
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<br />ALL IDEAS, DESIGNS, ARRANGEMENTS
<br />AND PLANS INDICATED OR REPRESENTED
<br />BY THIS DRAWING ARE OWNED BY AND
<br />PROPERTY OF BELL DESIGN GROUP AND
<br />WERE CREATED, EVOLVED AND
<br />DEVELOPED FOR USE ON AND IN
<br />CONNECTION WITH THE SPECIFIED
<br />PROJECT. NONE OF SUCH IDEAS,
<br />DESIGNS, ARRANGEMENTS, OR PLANS
<br />SHALL BE USED BY OR DISCLOSED TO
<br />ANY PERSON, FIRM OR CORPORATION
<br />FOR ANY PURPOSE WHATSOEVER
<br />WITHOUT THE WRITTEN PERMISSION OF
<br />BELL DESIGN GROUP. WRITTEN
<br />DIMENSIONS SHALL TAKE PRECEDENCE
<br />OVER SCALED DIMENSIONS.
<br />CONTRACTOR SHALL VERIFY AND BE
<br />RESPONSIBLE FOR ALL DIMENSIONS AND
<br />CONDITIONS ON THE JOB, AND THIS
<br />OFFICE MUST BE NOTIFIED OF ANY
<br />VARIATIONS FROM DIMENSIONS AND
<br />CONDITIONS SHOWN BY THESE
<br />DRAWINGS.
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<br />GENERAL NOTES
<br />1. ALL GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CALIFORNIA BUILDING
<br />CODE. ALL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL BE REMOVED FROM
<br />THE SITE BY THE CONTRACTOR.
<br />2. ALL CONSTRUCTION AND DETAILS SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE
<br />CALIFORNIA UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE CODES AND
<br />AMENDMENTS ENACTED BY THE CITY OF LOS ANGELES AND/OR COUNTY OF LOS ANGELES.
<br />3. IF ANY CONFLICT IN INFORMATION IS DISCOVERED WITH REFERENCES TO STANDARDS OF
<br />PERFORMANCE OR CONSTRUCTION OR WORKMANSHIP, THE MORE ONEROUS PROVISION
<br />SHALL BE DEEMED TO APPLY UNLESS OTHERWISE AGREED TO BY THE ARCHITECT.
<br />4. THE CONTRACTOR (AND HIS SUB-CONTRACTORS) SHALL STUDY AND COMPARE THE
<br />CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT IN WRITING, ALL
<br />INCONSISTENCIES, ERRORS OR OMISSIONS DISCOVERED AND VERIFY ALL DIMENSIONS ON
<br />SITE PRIOR TO COMMENCING THE WORK. IF THE CONTRACTOR PROCEEDS WITH ANY OF
<br />THE WORK SO AFFECTED WITHOUT WRITTEN INSTRUCTIONS OF THE ARCHITECT, THE
<br />CONTRACTOR SHALL MAKE GOOD AT HIS OWN COST ANY RESULTING ERROR,DAMAGE, OR
<br />DEFECTS OR TIME DELAYS SO CAUSED. THE CONTRACTOR SHALL PERFORM NO PORTION
<br />OF THE WORK WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP
<br />DRAWINGS,PRODUCT DATA OR SAMPLES BEING AVAILABLE ON SITE FOR WORKERS TO
<br />REFER TO, FOR SUCH PORTION OF THE WORK.
<br />5. CONTRACTOR SHALL PROVIDE A BLANKET ONE-YEAR GUARANTEE FOR THE TOTAL JOB
<br />WITH THE SEPARATE GUARANTEE FOR SPECIFIC TRADES/EQUIPMENT ITEMS, WITH THE
<br />NAMES OF LOCAL REPRESENTATIVES TO BE CONTRACTED FOR SERVICE. THE
<br />CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE BROCHURES AS REQUIRED.
<br />THE GUARANTEE SHALL COMMENCE WHEN THE WORK IS DEEMED SUBSTANTIALLY
<br />COMPLETE BY THE ARCHITECT.
<br />6. CONTRACTOR SHALL PROVIDE ONE MARKED UP SET OF DRAWINGS INDICATING ALL
<br />DIFFERENCES,CHANGES, ETC., AND ACTUAL LOCATIONS OF CONCEALED WORK, BEFORE
<br />ARCHITECT'S FINAL INSPECTION.
<br />7. WHERE SPECIFIED ITEMS ARE MENTIONED, THE CONTRACTOR MAY SUBMIT ALTERNATE
<br />MATERIALS FOR APPROVAL BY THE OWNER AND THE ARCHITECT. SUBMISSION PACKAGE
<br />SHALL CONTAIN BROCHURE, CUT SHEETS, SPECIFICATIONS, COSTS, AVAILABILITY,
<br />REFERENCES, ETC. CONTRACTOR SHALL REIMBURSE ARCHITECT FOR TIME SPENT
<br />EVALUATING ALTERNATIVES OR SUBSTITUTIONS THAT ARE SUBMITTED AFTER PROJECT
<br />CONSTRUCTION HAS COMMENCED.
<br />8. DO NOT SCALE DRAWINGS.
<br />9. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF APPLICABLE UTILITIES,
<br />INCLUDING BUT NOT LIMITED TO GAS, WATER, POWER, SEWER, TELEPHONE, AND CABLE
<br />TELEVISION AND DETERMINE EXACT LOCATIONS AND AVAILABILITY OF UTILITIES AND
<br />DETERMINE CONDITION OF EXISTING SERVICE PRIOR TO COMMENCING WORK OR
<br />CONNECTING UTILITIES. CONTRACTOR SHALL LOCATE UTILITIES BY POTHOLING PRIOR TO
<br />BEGINNING CONSTRUCTION.
<br />10. CONTRACTOR TO STAKE OUT ALL WORKS AS SHOWN ON PLANS, CONFIRM EXISTING
<br />CONDITIONS AND PROPERTY LINE LOCATIONS, AND VERIFY COMPLIANCE WITH SETBACKS
<br />AND CLEARANCES REQUIRED BY CODE.
<br />11. IMPROVEMENTS ON THE SITE, WORK IN PROGRESS, STORED MATERIALS, AND PUBLIC AND
<br />PRIVATE IMPROVEMENTS ON PROPERTY ADJACENT TO THE SITE SHALL BE PROTECTED BY
<br />THE CONTRACTOR FROM DAMAGE ARISING FROM THE WORK. ALL DAMAGE SO OCCURRING
<br />SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO OWNER.
<br />12. STRUCTURAL OBSERVATION BY THE STRUCTURAL ENGINEER ARE REQUIRED BY THE LOCAL
<br />JURISDICTION. A WRITTEN STATEMENT SHALL BE GIVEN TO THE BUILDING OFFICIAL,
<br />STATING THAT SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED
<br />DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS AND
<br />SPECIFICATIONS.
<br />13. INSPECTION OF NAILING REQUIRED FOR DRYWALL AND ALL LATH WHEN IN PLACE. CORNER
<br />BEADS ARE TO BE NAILED. FASTENERS USED FOR THE ATTACHMENT OF GYPSUM BOARD TO
<br />A HORIZONTAL DIAPHRAGM CEILING SHALL BE AS DEFINED IN TABLE 2508.5, FASTENERS
<br />SHALL NOT BE MORE THAN 7" O.C, AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING,
<br />AND NOT MORE THAN 3/8 INCH FROM EDGES AND ENDS OF THE GYPSUM. BOARD [CBC
<br />2508.5.4]
<br />14. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C
<br />1178, C 1288 OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
<br />RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS
<br />AND WALL AND CEILING PANELS IN SHOWER AREAS. [CBC 2509.2].
<br />SECURITY NOTES (CONT'D)
<br />13. THE FOLLOWING REQUIREMENTS MUST BE MET FOR WINDOWS AND SLIDING GLASS
<br />DOORS: (1) EXCEPT AS OTHERWISE SPECIFIED IN MUNICIPAL CODE SECTIONS 8.48.1
<br />(SPECIAL RESIDENTIAL BUILDING PROVISIONS) AND 8.48.130 (SPECIAL COMMERCIAL
<br />BUILDING PROVISIONS), ALL OPERABLE EXTERIOR WINDOWS AND SLIDING GLASS
<br />DOORS SHALL COMPLY WITH THE TESTS AS SET FORTH IN SECTION 8.48.140 (TESTS). (2)
<br />WINDOW ASSEMBLIES WHICH ARE DESIGNED TO BE OPERABLE AND WHICH ARE
<br />REGULATED BY THIS CHAPTER SHALL COMPLY WITH UNIFORM BUILDING CODE
<br />STANDARD 10-6, UNLESS SUCH WINDOWS ARE PROTECTED BY APPROVED METAL BARS,
<br />SCREENS OR GRILLES. (3) SLIDING DOOR ASSEMBLIES REGULATED BY THIS CHAPTER
<br />SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARD 10-5, PART II. (4) LOUVERED
<br />WINDOWS SHALL NOT BE USED WHEN ANY PORTION OF THE WINDOW IS LESS THAN
<br />TWELVE FEET VERTICALLY OR SIX FEET HORIZONTALLY FROM AN ACCESSIBLE SURFACE
<br />OR ANY ADJOINING ROOF, BALCONY, LANDING, STAIR TREAD, PLATFORM, OR SIMILAR
<br />STRUCTURE UNLESS SUCH WINDOWS ARE PROTECTED BY APPROVED METAL BARS,
<br />SCREENS, OR GRILLS. (ADDED BY ORD. NO. 1945CCS § 12 (PART), ADOPTED 6/8/99)
<br />14. GARAGE TYPE DOORS - ROLLING OVERHEAD, SOLID OVERHEAD, SWING, ADDED BY
<br />SLIDING OR ACCORDION SHALL CONFORM TO THE FOLLOWING STANDARDS: (1)
<br />ALUMINUM DOORS SHALL BE A MINIMUM THICKNESS OF .0215 INCHES AND RIVETED
<br />TOGETHER A MINIMUM OF EIGHTEEN INCHES ON CENTER ALONG THE OUTSIDE SEAMS.
<br />THERE SHALL BE A FULL WIDTH HORIZONTAL BEAM ATTACHED TO THE MAIN DOOR
<br />STRUCTURE WHICH SHALL MEET THE PILOT, OR PEDESTRIAN ACCESS, DOOR FRAMING
<br />WITHIN THREE INCHES OF THE STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS
<br />DOOR. (3) DOORS THAT EXCEED SIXTEEN FEET IN WIDTH SHALL HAVE TWO LOCK
<br />RECEIVING POINTS; OR, IF THE DOOR DOES NOT EXCEED NINETEEN FEET, A SINGLE
<br />BOLT MAY BE USED IF PLACED IN THE CENTER OF THE DOOR WITH THE LOCKING POINT
<br />LOCATED EITHER AT THE FLOOR OR DOOR FRAME HEADER; OR, TORSION SPRING
<br />COUNTER BALANCE TYPE HARDWARE MAY BE USED. (4) EXCEPT IN A RESIDENTIAL
<br />BUILDING, DOORS SECURED BY ELECTRICAL OPERATION SHALL HAVE A KEYED SWITCH
<br />TO OPEN THE DOOR WHEN IN A CLOSED POSITION, OR BY A SIGNAL LOCKING DEVICE. (5)
<br />DOORS WITH SLIDE BOLT ASSEMBLIES SHALL HAVE FRAMES A MINIMUM OF .120 INCHES
<br />IN THICKNESS, WITH A MINIMUM BOLT DIAMETER OF ONE-HALF INCH AND PROTRUDE AT
<br />LEAST ONE AND ONE-HALF INCHES INTO THE RECEIVING GUIDE. A BOLT DIAMETER OF
<br />THREE-EIGHTHS OF AN INCH MAY BE USED IN A RESIDENTIAL BUILDING. THE SLIDE BOLT
<br />SHALL BE ATTACHED TO THE DOOR WITH NON-REMOVABLE BOLTS FROM THE OUTSIDE.
<br />RIVETS SHALL NOT BE USED TO ATTACH SLIDE BOLT ASSEMBLIES. (6) EXCEPT IN A
<br />RESIDENTIAL BUILDING, PADLOCK(S) USED WITH EXTERIOR MOUNTED SLIDE BOLT (S)
<br />SHALL HAVE A HARDENED STEEL SHACKLE LOCKING BOTH AT HEEL AND TOE AND A
<br />MINIMUM FIVE-PIN TUMBLER OPERATION WITH NON-REMOVABLE KEY WHEN IN AN
<br />UNLOCKED POSITION. PADLOCK(S) USED WITH INTERIOR MOUNTED SLIDE BOLT SHALL
<br />HAVE A HARDENED STEEL SHACKLE WITH A MINIMUM FOUR PIN TUMBLER OPERATION.
<br />(ADDED BY ORD. NO. 1945CCS § 12 (PART), ADOPTED 6/8/99)
<br />15. SWINGING EXTERIOR GLASS DOORS, WOOD OR METAL DOORS WITH GLASS PANELS,
<br />SOLID WOOD OR METAL DOORS SHALL BE CONSTRUCTED OR PROTECTED AS FOLLOWS:
<br />(1) WOOD DOORS SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINIMUM
<br />THICKNESS OF ONE AND THREE-FOURTHS (1- 3/4) INCHES. WOOD PANEL DOORS WITH
<br />PANELS LESS THAN ONE (1) INCH THICK SHALL BE COVERED ON THE INSIDE WITH A
<br />MINIMUM SIXTEEN (16) U.S. GAUGE SHEET STEEL, OR ITS EQUIVALENT, WHICH IS TO BE
<br />ATTACHED WITH SCREWS ON MINIMUM SIX (6) INCH CENTERS. HOLLOW STEEL DOORS
<br />SHALL BE OF A MINIMUM SIXTEEN (16) U.S. GAUGE AND HAVE SUFFICIENT
<br />REINFORCEMENT TO MAINTAIN THE DESIGNED THICKNESS OF THE DOOR WHEN ANY
<br />LOCKING DEVICE IS INSTALLED; SUCH REINFORCEMENT BEING ABLE TO RESTRICT
<br />COLLAPSING OF THE DOOR AROUND ANY LOCKING DEVICE. (2) ANY GLAZING UTILIZED
<br />WITHIN 40 INCHES OF ANY DOOR LOCKING MECHANISM SHALL BE CONSTRUCTED OR
<br />PROTECTED AS FOLLOWS: (A) FULLY TEMPERED GLASS OR RATED BURGLARY
<br />RESISTANT GLAZING; OR (B) IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH (1/8) INCH
<br />MATERIAL WITH A MINIMUM TWO (2) INCH MESH SECURED ON THE INSIDE OF THE
<br />GLAZING MAY BE UTILIZED; OR (C) THE GLAZING SHALL BE COVERED WITH IRON BARS
<br />OF AT LEAST ONE-HALF (2) INCH ROUND OR ONE INCH BY ONE-FOURTH INCH (1" X 1/4")
<br />FLAT STEEL MATERIAL, SPACED NOT MORE THAN FIVE (5) INCHES APART, SECURED ON
<br />THE INSIDE OF THE GLAZING. (D) ITEMS (B) AND (C) ABOVE SHALL NOT INTERFERE WITH
<br />THE OPERATION OF OPENING WINDOWS IF SUCH WINDOWS ARE REQUIRED TO BE
<br />OPERABLE BY THE CALIFORNIA BUILDING CODE.
<br />16. ALL SWINGING EXTERIOR WOOD AND STEEL DOORS SHALL BE EQUIPPED AS FOLLOWS:
<br />(1) A SINGLE OR DOUBLE DOOR SHALL BE EQUIPPED WITH A SINGLE CYLINDER
<br />DEADBOLT LOCK. THE DEADBOLT LOCK MUST BE ACTUATED BY A KEY FROM THE
<br />EXTERIOR AND A KNOB OR THUMB TURN FROM THE INTERIOR AND WHEN PROJECTED
<br />BECOMES LOCKED AGAINST RETURN BY END PRESSURE. THE BOLT SHALL HAVE A
<br />MINIMUM PROJECTION OF ONE (1) INCH AND BE CONSTRUCTED SO AS TO REPEL
<br />CUTTING TOOL ATTACK. THE DEADBOLT SHALL HAVE AN EMBEDMENT OF AT LEAST
<br />THREE-FOURTHS (3/4) INCH INTO THE STRIKE RECEIVING THE PROJECTED BOLT. THE
<br />CYLINDER SHALL HAVE A CYLINDER GUARD, A MINIMUM OF FIVE PIN TUMBLERS, AND
<br />SHALL BE CONNECTED TO THE INNER PORTION OF THE LOCK BY CONNECTING SCREWS
<br />OF AT LEAST ONE-FOURTH INCH IN DIAMETER. THE PROVISIONS OF THE PRECEDING
<br />PARAGRAPH DO NOT APPLY WHERE (1) PANIC HARDWARE IS REQUIRED, OR (2) AN
<br />EQUIVALENT DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. (2) DOUBLE DOORS
<br />SHALL BE EQUIPPED AS FOLLOWS: (A) THE INACTIVE LEAF OF DOUBLE DOOR(S) SHALL
<br />BE EQUIPPED WITH METAL FLUSH BOLTS HAVING A MINIMUM EMBEDMENT OF FIVE-
<br />EIGHTHS INCH INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME. (B) DOUBLE
<br />DOORS SHALL HAVE AN ASTRAGAL CONSTRUCTED OF STEEL A MINIMUM OF .125 INCH
<br />THICK WHICH WILL COVER THE OPENING BETWEEN THE DOORS. THE ASTRAGAL SHALL
<br />BE A MINIMUM OF TWO INCHES WIDE, AND EXTEND A MINIMUM OF ONE INCH BEYOND
<br />THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. THE ASTRAGAL SHALL BE ATTACHED
<br />TO THE OUTSIDE OF THE ACTIVE DOOR BY MEANS OF WELDING OR WITH
<br />NONREMOVABLE BOLTS SPACED APART ON NOT MORE THAN TEN-INCH CENTERS.
<br />ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED AS FOLLOWS: (1) THE JAMB
<br />ON ALL ALUMINUM FRAME SWINGING DOORS SHALL BE SO CONSTRUCTED OR
<br />PROTECTED TO WITHSTAND SIXTEEN HUNDRED POUNDS OF PRESSURE IN BOTH A
<br />VERTICAL DISTANCE OF THREE INCHES AND A HORIZONTAL DISTANCE OF ONE INCH
<br />EACH SIDE OF THE STRIKE, SO AS TO PREVENT VIOLATION OF THE STRIKE. (2) A SINGLE
<br />OR DOUBLE DOOR SHALL BE EQUIPPED WITH A DOUBLE CYLINDER DEADBOLT WITH A
<br />BOLT PROJECTION EXCEEDING ONE INCH, OR A HOOK SHAPED OR EXPANDING DOG
<br />BOLT THAT ENGAGES THE STRIKE SUFFICIENTLY TO PREVENT SPREADING. THE
<br />DEADBOLT LOCK SHALL HAVE A MINIMUM OF FIVE PIN TUMBLERS AND A CYLINDER
<br />GUARD.
<br />17. ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED AS FOLLOWS: (1) THE JAMB
<br />ON ALL ALUMINUM FRAME SWINGING DOORS SHALL BE SO CONSTRUCTED OR
<br />PROTECTED TO WITHSTAND SIXTEEN HUNDRED POUNDS OF PRESSURE IN BOTH A
<br />VERTICAL DISTANCE OF THREE INCHES AND A HORIZONTAL DISTANCE OF ONE INCH
<br />EACH SIDE OF THE STRIKE, SO AS TO PREVENT VIOLATION OF THE STRIKE. (2) A SINGLE
<br />OR DOUBLE DOOR SHALL BE EQUIPPED WITH A DOUBLE CYLINDER DEADBOLT WITH A
<br />BOLT PROJECTION EXCEEDING ONE INCH, OR A HOOK SHAPED OR EXPANDING DOG
<br />BOLT THAT ENGAGES THE STRIKE SUFFICIENTLY TO PREVENT SPREADING. THE
<br />DEADBOLT LOCK SHALL HAVE A MINIMUM OF FIVE PIN TUMBLERS AND A CYLINDER
<br />GUARD.
<br />18. PANIC HARDWARE, WHENEVER REQUIRED BY THE CALIFORNIA BUILDING CODE OR TITLE
<br />19 OF THE CALIFORNIA ADMINISTRATIVE CODE, SHALL BE INSTALLED AS FOLLOWS: (1)
<br />PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO LOCKING POINTS ON EACH
<br />DOOR; OR (2) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE LOCKING POINT
<br />WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR
<br />FRAME. THE DOOR SHALL HAVE AN ASTRAGAL CONSTRUCTED OF STEEL 0.125 INCH
<br />THICK WHICH SHALL BE ATTACHED WITH NON-REMOVABLE BOLTS TO THE OUTSIDE OF
<br />THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX INCHES VERTICALLY
<br />ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE A
<br />MINIMUM OF TWO INCHES WIDE AND EXTEND A MINIMUM OF ONE INCH BEYOND THE
<br />EDGE OF THE DOOR TO WHICH IT IS ATTACHED. (3) DOUBLE DOORS CONTAINING PANIC
<br />HARDWARE SHALL HAVE AN ASTRAGAL ATTACHED TO THE DOORS AT THEIR MEETING
<br />POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM, BUT NOT INTERFERE WITH
<br />THE OPERATION OF EITHER DOOR.
<br />19. HORIZONTAL SLIDING DOORS SHALL BE EQUIPPED WITH A METAL GUIDE TRACK AT TOP
<br />AND BOTTOM AND A CYLINDER LOCK AND/OR PADLOCK WITH A HARDENED STEEL
<br />SHACKLE WHICH LOCKS AT BOTH HEEL AND TOE, AND A MINIMUM FIVE PIN TUMBLER
<br />OPERATION WITH NON-REMOVABLE KEY WHEN IN AN UNLOCKED POSITION. THE BOTTOM
<br />TRACK SHALL BE SO DESIGNED THAT THE DOOR CANNOT BE LIFTED FROM THE TRACK
<br />WHEN THE DOOR IS IN A LOCKED POSITION.
<br />20. IN OFFICE BUILDINGS (MULTIPLE OCCUPANCY), ALL ENTRANCE DOORS TO INDIVIDUAL
<br />OFFICE SUITES SHALL MEET THE CONSTRUCTION AND LOCKING REQUIREMENTS FOR
<br />EXTERIOR DOORS.
<br />21. WINDOWS SHALL BE DEEMED ACCESSIBLE IF LESS THAN TWELVE FEET ABOVE GROUND.
<br />ACCESSIBLE WINDOWS HAVING A PANE EXCEEDING NINETY-SIX SQUARE INCHES IN AN
<br />AREA WITH THE SMALLEST DIMENSION EXCEEDING SIX INCHES AND NOT VISIBLE FROM A
<br />PUBLIC OR PRIVATE THOROUGHFARE SHALL BE PROTECTED IN THE FOLLOWING
<br />MANNER: (1) FULLY TEMPERED GLASS OR BURGLARY-RESISTANT GLAZING; OR (2) THE
<br />FOLLOWING WINDOWS BARRIERS MAY BE USED BUT SHALL BE SECURED WITH NON-
<br />REMOVABLE BOLTS: (A) INSIDE OR OUTSIDE IRON BARS OF AT LEAST ONE-HALF-INCH
<br />ROUNDED ONE BY ONE-QUARTER INCH FLAT STEEL MATERIAL, SPACED NOT MORE THAN
<br />FIVE INCHES APART AND SECURELY FASTENED; OR (B) INSIDE OR OUTSIDE IRON OR
<br />STEEL GRILLS OF AT LEAST ONE-EIGHTH-INCH MATERIAL WITH NOT MORE THAN A TWO-
<br />INCH MESH AND SECURELY FASTENED. (3) F A SIDE OR REAR WINDOW IS OF THE TYPE
<br />THAT CAN BE OPENED, IT SHALL, WHERE APPLICABLE, (4) THE PROTECTIVE BARS OR
<br />GRILLS SHALL NOT INTERFERE WITH THE
<br />OPERATION OF OPENING
<br />22. ALL EXTERIOR TRANSOMS EXCEEDING NINETY-SIX SQUARE INCHES ON THE SIDE AND
<br />REAR OF BE SECURED ON THE INSIDE WITH EITHER A SLIDE BAR, BOLT, CROSSBAR,
<br />AUXILIARY LOCKING DEVICE, ANY BUILDING OR PREMISES USED FOR BUSINESS
<br />PURPOSES SHALL BE PROTECTED BY ONE OF THE FOLLOWING: AND/OR PADLOCK WITH
<br />HARDENED STEEL SHACKLE, A MINIMUM FOUR PIN TUMBLER OPERATION.
<br />(1) FULLY TEMPERED GLASS OR RATED BURGLARY-RESISTANT GLAZING; OR WINDOWS IF
<br />SUCH WINDOWS ARE REQUIRED TO BE OPERABLE BY THE CALIFORNIA BUILDING CODE.
<br />(2) THE FOLLOWING BARRIERS MAY BE USED BUT SHALL BE SECURED WITH NON-
<br />REMOVABLE BOLTS: (A) OUTSIDE IRON BARS OF AT LEAST ONE-HALF-INCH ROUND OR
<br />ONE BY ONE-QUARTER-INCH FLAT STEEL MATERIAL, SPACED NO MORE THAN FIVE
<br />INCHES APART AND SECURELY FASTENED; OR (B) OUTSIDE IRON OR STEEL GRILLS OF AT
<br />LEAST ONE-EIGHTH-INCH WITH NOT MORE THAN A TWO INCH MESH AND SECURELY
<br />FASTENED
<br />(3) THE PROTECTIVE BARS OR GRILLS SHALL NOT INTERFERE WITH THE OPERATION OF
<br />OPENING THE TRANSOMS IF SUCH TRANSOMS ARE REQUIRED TO BE OPERABLE BY THE
<br />CALIFORNIA BUILDING CODE OR TITLE 19, CALIFORNIA ADMINISTRATIVE CODE.
<br />SECURITY NOTES (CONT'D)
<br />23. ROOF OPENINGS SHALL BE EQUIPPED AS FOLLOWS: (1) ALL SKYLIGHTS ON THE ROOF OF
<br />ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE PROVIDED WITH:
<br />(A) RATED BURGLARY-RESISTANT GLAZING; OR (B) IRON BARS OF AT LEAST ONE-HALF-INCH
<br />ROUND OR ONE BY ONE-FOURTH-INCH FLAT STEEL MATERIAL UNDER THE SKYLIGHT AND
<br />SECURELY FASTENED; OR (C) A STEEL GRILL OR AT LEAST ONE-EIGHTH-INCH MATERIAL
<br />WITH A MAXIMUM TWO-INCH MESH UNDER THE SKYLIGHT AND SECURELY FASTENED. (2) ALL
<br />HATCHWAY OPENINGS ON THE ROOF OF ANY BUILDING OR PREMISES USED FOR BUSINESS
<br />PURPOSES SHALL BE SECURED AS FOLLOWS: (A) IF THE HATCHWAY IS OF WOODEN
<br />MATERIAL, IT SHALL BE COVERED ON THE INSIDE WITH AT LEAST SIXTEEN U.S. GAUGE
<br />SHEET METAL, OR ITS EQUIVALENT, ATTACHED WITH SCREWS. (B) THE HATCHWAY SHALL BE
<br />SECURED FROM THE INSIDE WITH A SLIDE BAR OR SLIDE BOLTS. (C) OUTSIDE HINGES ON
<br />ALL HATCHWAY OPENINGS SHALL BE PROVIDEWDITH NON-REMOVABLE PINS WHEN USING
<br />PIN-TYPE HINGES. (3) ALL AIR DUCT OR AIR VENT OPENINGS EXCEEDING NINETY-SIX
<br />SQUARE INCHES ON THE ROOF OR EXTERIOR WALLS OF ANY BUILDING OR PREMISES USED
<br />FOR BUSINESS PURPOSES SHALL BE SECURED BY COVERING THE SAME WITH EITHER OF
<br />THE FOLLOWING: (A) BARS OF AT LEAST ONE-HALF-INCH ROUND OR ONE BY ONE-FOURTH
<br />INCH FLAT STEEL MATERIAL SPACED NO MORE THAN FIVE INCHES APART AND SECURELY
<br />FASTENED; OR (B) IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH-INCH MATERIAL WITH A
<br />MAXIMUM TWO-INCH MESH AND SECURELY FASTENED. (C) IF THE BARRIER IS ON THE
<br />OUTSIDE, IT SHALL BE SECURED WITH BOLTS WHICH ARE NONREMOVABLE FROM THE
<br />EXTERIOR. (D) THE ABOVE (A AND B) MUST NOT INTERFERE WITH VENTING REQUIREMENTS
<br />CREATING A POTENTIALLY HAZARDOUS CONDITION TO HEALTH AND SAFETY OR CONFLICT
<br />WITH THE PROVISIONS OF THE CALIFORNIA BUILDING CODE OR TITLE 19 OF THE
<br />CALIFORNIA ADMINISTRATIVE CODE.
<br />24. PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL BE FULLY ENCLOSED WITH
<br />SHEET METAL TO A HEIGHT OF TEN FEET. THIS COVERING SHALL BE LOCKED AGAINST THE
<br />LADDER WITH A CASE HARDENED HASP, SECURED WITH NON-REMOVABLE SCREWS OR
<br />BOLTS. HINGES ON THE COVER WILL BE PROVIDED WITH NON-REMOVABLE PINS WHEN
<br />USING PIN-TYPE HINGES. IF A PADLOCK IS USED, IT SHALL HAVE A HARDENED STEEL
<br />SHACKLE, LOCKING AT BOTH HEEL AND TOE, AND A MINIMUM FIVE PIN TUMBLER OPERATION
<br />WITH NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION.
<br />25. A BUILDING LOCATED WITHIN EIGHT FEET OF UTILITY POLES OR SIMILAR STRUCTURES
<br />WHICH CAN BE USED TO GAIN ACCESS TO THE BUILDING'S ROOF, WINDOWS OR OTHER
<br />OPENINGS SHALL
<br />GLAZING NOTES
<br />1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE
<br />IDENTIFIED HAVE SUCH ACCESS AREA BARRICADED OR FENCED WITH MATERIALS TO
<br />DETER HUMAN CLIMBING. BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED
<br />THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING
<br />STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS
<br />FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN SECTION 2406.
<br />A. SWING DOORS.
<br />B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND
<br />BIFOLD CLOSET DOOR ASSEMBLIES.
<br />C. STORM DOORS.
<br />D. UNFRAMED SWINGING DOORS.
<br />E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND SHOWERS
<br />F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED
<br />EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
<br />CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE WALKING SURFACE.
<br />G. FIXED OR OPERABLE PANELS OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS
<br />ALL OF THE FOLLOWING CONDITIONS:
<br />i. EXPOSED AREA OF THE INDIVIDUAL PANE GREATER THEN 9 S.F
<br />ii. EXPOSED BOTTOM EDGE LESS THEN 18" ABOVE THE FLOOR. iii. EXPOSED TOP EDGE
<br />GREATER THEN 36" ABOVE THE FLOOR
<br />iv. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE
<br />GLAZING
<br />H. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE.
<br />INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.
<br />I. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS
<br />WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
<br />i. THE BOTTOM EDGE OF THE GLAZING IS LESS THEN 60" ABOVE A WALKING SURFACE ON
<br />THE POOL OR SPA SIDE OF THE GLAZING.
<br />ii. THE GLAZING IS WITHIN 60" OF A SWIMMING POOL OR SPA WATER'S EDGE.
<br />J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A
<br />WALKING
<br />SURFACE, WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THEN 60" ABOVE THE
<br />PLANE OF THE ADJACENT WALKING SURFACE.
<br />K. ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A
<br />STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE PLANE IS LESS THEN
<br />60" ABOVE THE NOSE OF THE TREAD.
<br />2. ALL GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO SHOW
<br />COMPLIANCE WITH AIR INFILTRATION STANDARDS OF THE 1972 ANSI A134.1, A134.2, A134.3,
<br />AND A134.4.
<br />REFLECTED CEILING NOTES
<br />1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF
<br />THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE
<br />A MINIMUM CEILING WEIGHT OF FIVE POUNDS PER SQUARE FOOT TO DETERMINE THE
<br />LATERAL FORCE.
<br />2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE
<br />PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING
<br />METHODS MAY BE EMPLOYED:
<br />2.1 PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12-GAUGE SPLAYED IN
<br />FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2”
<br />OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45
<br />DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS
<br />12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4 FEET FROM
<br />EACH WALL.
<br />2.2. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS
<br />RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE
<br />RUNNERS AT THE OTHER TWO WALLS.
<br />2.3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION,
<br />VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8” OF DISCONTINUITIES SUCH AS MAY
<br />OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL.
<br />2.4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE
<br />STRUCTURE ABOVE.
<br />3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER
<br />HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL
<br />UNITS, UNLESS OTHERWISE NOTED.
<br />4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT
<br />FINISH, UNLESS OTHERWISE NOTED.
<br />FINISH NOTES
<br />1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF
<br />IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS
<br />HAVE BEEN CORRECTED.
<br />2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW
<br />FINISHES.
<br />3. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET
<br />RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED.
<br />MEANS OF EGRESS
<br />1. THE MEANS OF EGRESS SHALL BE ILLUMINATED WITH AT LEAST 1 FOOT CANDLE AT THE
<br />FLOOR LEVEL, IN ADDITION TO ANY OTHER CODE REQUIREMENTS.
<br />2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.
<br />3. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT
<br />LESS THAN 5 FOOT CANDLES (54 LUX).
<br />4. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED
<br />IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.
<br />5. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
<br />6. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL
<br />PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS.
<br />(1011.2-1011.5.3)
<br />7. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE
<br />OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1008.1.8.3
<br />8. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34"
<br />AND A MAX 48" ABOVE FINISHED FLOOR.
<br />9. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
<br />10. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.8-1008.1.8.6.
<br />11. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
<br />TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS
<br />OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE
<br />WALKING SURFACE. (1006.1)
<br />12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE
<br />PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY
<br />FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE
<br />FOLLOWING AREAS:
<br />A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE
<br />TWO OR MORE MEANS OF EGRESS:
<br />B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO
<br />HAVE TWO OR MORE EXITS.
<br />C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE
<br />UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR
<br />MORE EXITS.
<br />D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1024.1, IN
<br />BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
<br />E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOR EXIT DISCHARGE
<br />DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
<br />MEANS OF EGRESS (CONT'D)
<br />13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT
<br />LESS THAN 30 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT
<br />OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM
<br />SHALL BE IN ACCORDANCE WITH SECTION 2702. (1006.3)
<br />14. EXIT SIGN(S) ARE REQUIRED WHEN 2 OR MORE EXITS ARE REQUIRED. SHOW LOCATION
<br />OF ALL EXIT SIGNS (CBC 1011.1) EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED
<br />TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11
<br />LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE
<br />PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO
<br />DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.006
<br />FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION, A
<br />MAXIMUM-TOMINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE
<br />EXCEEDED.
<br />15. THE EXIT SIGN SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM
<br />PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR
<br />SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL
<br />CODE. SHOW TWO SOURCES OF POWER FOR MEANS OF EGRESS. (CBC 1006.3)
<br />16. EXIT SIGN ARE REQUIRED FOR FLOOR-LEVEL EXIT SIGNS AND EXIT PATH MARKINGS PER
<br />CBC 1011.7 AND 1011.8.
<br />POWER AND COMMUNICATION NOTES
<br />1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE
<br />LOCATIONS WITHOWNER.
<br />2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS.
<br />3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH
<br />MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
<br />4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT.
<br />5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.
<br />6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR ROOMS
<br />OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE SWITCHES WITH EACH
<br />SWITCH CONTROLLING 50%OF LAMPS PER FIXTURE.
<br />7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED
<br />BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN THERMOSTATS AND
<br />LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTER
<br />LINE AT +3'-2" ABOVE FINISHED FLOOR.
<br />8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF
<br />OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED.
<br />9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO
<br />NOT INSTALL BACK-TO-BACK.
<br />10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE-
<br />PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED.
<br />11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
<br />SPECIAL HAZARDS
<br />1. ROOF CONSTRUCTION SUCH AS TELEVISION ANTENNA, GUY WIRES, AND RAZOR RIBBON
<br />SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE.
<br />2. ROOF COVERINGS SHALL CONFORM TO THE BUILDING CODE.
<br />3. PROVIDE AN APPROVED SPARK ARRESTOR FOR THE CHIMNEY OF A FIREPLACE, STOVE OR
<br />BARBEQUE DEVICE WHICH USES FUEL BURNING MATERIALS.
<br />NOTE ON PLANS
<br />1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED
<br />2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT
<br />LESS THAN 5 FOOT CANDLES (54 LUX).
<br />3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED
<br />IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTION IN SECTION 2720.
<br />4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
<br />5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE
<br />AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS.
<br />(1011.5-1011.6.3)
<br />6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE
<br />OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. (1008.1.9)
<br />7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34”
<br />AND A MAX. 48” ABOVE THE FINISHED FLOOR. (1008.1.9.2)
<br />8. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9
<br />9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
<br />TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS
<br />OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAT 1FOOT-CANDLE AT THE
<br />WALKING SURFACE. (1006.1)
<br />10. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE
<br />PROVIDED BY THE PREMISES’ ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY
<br />FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE
<br />FOLLOWING AREAS (1006.3):
<br />A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE
<br />TWO OR MORE MEANS OF EGRESS;
<br />B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO
<br />HAVE TWO OR MORE EXITS.
<br />C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVEL OF EXIT DISCHARGE
<br />UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR
<br />MORE EXITS.
<br />D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS
<br />REQUIRED TO HAVE TWO OR MORE EXITS.
<br />E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE
<br />DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
<br />11. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS
<br />THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN
<br />ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN
<br />ACCORDANCE WITH SECTION 2702.(1006.3)
<br />12. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION
<br />THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT
<br />OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL.
<br />ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT -CANDLE (6 LUX)
<br />AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE
<br />EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION
<br />UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
<br />13. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM
<br />PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET,
<br />AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR
<br />HIGH RISE BUILDINGS, SEE SECTION 403.
<br />SECURITY NOTES
<br />1. COORDINATE WITH SECURITY COMPANY FOR INSTALLATION OF ALARM SYSTEMS.
<br />2. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH
<br />THE JAMB OR BE PROVIDED WITH SOME DEVICE TO PREVENT THE DOOR FROM BEING
<br />OPENED SHOULD THE STOP BE REMOVED.
<br />3. STOPS ON OUT-SWINGING DOORS TO BE ONE-PIECE CONSTRUCTION OR FASTENED
<br />WITH 3/4" SCREWS 6" O. C.
<br />4. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED
<br />SHALL HAVE NON-REMOVABLE HINGE PINS OR A MECHANICAL INTERLOCK TO PRECLUDE
<br />REMOVAL OF THE DOOR FROM THE EXTERIOR BY REMOVING THE HINGE PINS. IN
<br />ADDITION, THEY SHALL HAVE 1/4" MIN. STEEL JAMB STUD WITH 1/4" MIN. PROJECTION.
<br />5. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING
<br />DEADBOLTS SHALL BE SECURED TO THE JAMB AND WALL FRAMING WITH 2" LONG
<br />SCREWS. (A) THE STRIKE PLATE FOR DEAD BOLTS ON ALL WOOD FRAMED DOORS SHALL
<br />BE CONSTRUCTED OF MINIMUM SIXTEEN U.S. GAUGE STEEL, BRONZE, OR BRASS AND
<br />SECURED TO THE JAMB BY A MINIMUM OF TWO SCREWS, WHICH MUST PENETRATE AT
<br />LEAST TWO INCHES INTO SOLID BACKING BEYOND THE SURFACE TO WHICH THE STRIKE
<br />IS ATTACHED.
<br />6. ALL EXTERIOR DOORS SHALL BE FLUSH-TYPE HOLLOW METAL OR WOOD DOORS 1-3/4"
<br />THICK WITH SOLID CORE CONSTRUCTION, OR FULLY TEMPERED GLASS IF GLASS, AND
<br />SHALL BE INSTALLED WITH DEAD LOCKING LATCHES. DEADBOLTS SHALL HAVE A
<br />MINIMUM 1" THROW AND A MINIMUM 5/8" EMBEDMENT (STRAIGHT TYPE) AND SHALL
<br />CONTAIN HARDENED INSERTS. LOCKS SHALL BE FLUSH, KEY-OPERATED CYLINDERS ON
<br />THE EXTERIOR AND SHALL BE OPERABLE WITHOUT KEY, SPECIAL KNOWLEDGE, OR
<br />SPECIAL EFFORT ON THE INTERIOR.
<br />7. DOOR JAMBS SHALL BE INSTALLED WITH SOLID BACKING IN SUCH A MANNER THAT ANY
<br />OPEN SPACE BETWEEN TRIMMERS AND WOOD DOOR JAMBS SHALL BE SOLID SHIMMED
<br />BY A SINGLE PIECE EXTENDING NOT LESS THAN TWELVE INCHES ABOVE AND BELOW
<br />THE STRIKE PLATE.
<br />8. TRIMMERS SHALL BE FULL DOOR LENGTH WITH SOLID BACKING AGAINST SOLE AND
<br />HEADER PLATES.
<br />9. HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT LOCK STRIKE HEIGHT
<br />FOR 3 STUD SPACES
<br />10. DOUBLE DOORS (INACTIVE LEAFS) SHALL BE SECURED WITH BOTH HEAD AND BASE
<br />FLUSH BOLTS WITH A MINIMUM 5/8" EMBEDMENT.
<br />11. NOT LESS THAN THREE FOUR AND ONE-HALF INCH STEEL BUTT HINGES SHALL BE
<br />SYMMETRICALLY FASTENED TO BOTH THE DOOR AND FRAME WITH NOT LESS THAN
<br />FOUR NO. 9 BY THREE-FOURTHS-INCH WOOD SCREWS OR TO METAL WITH NOT LESS
<br />THAN FOUR NO. 8 MACHINE SCREWS.
<br />12. KEYING REQUIREMENTS: UPON OCCUPANCY BY THE OWNER OR PROPRIETOR, EACH
<br />SINGLE UNIT IN A TRACT OR COMMERCIAL DEVELOPMENT, CONSTRUCTED UNDER THE
<br />SAME GENERAL PLAN, SHALL HAVE LOCKS USING COMBINATIONS WHICH ARE
<br />INTERCHANGE FREE FROM LOCKS USED IN ALL OTHER SEPARATE DWELLINGS,
<br />PROPRIETORSHIPS OR SIMILAR DISTINCT OCCUPANCIES. (ADDED BY ORD. NO. 1945CCS
<br />§ 12 (PART), ADOPTED 6/8/99).
<br />GENERAL CONSTRUCTION NOTES
<br />1. SEE UNIT MATRIX FOR UNIT NUMBERS AND TYPES TO BE UPGRADED.
<br />2. ALL ELEVATION DIMENSIONS ARE TO FACE OF FINISH U.O.N. ALL DIMENSIONS ARE TO FACE
<br />OF FINISH FOR CLEARANCE PURPOSES, O.U.N.
<br />3. CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CONSTRUCTION. AND TO
<br />VERIFY ALL WINDOW LOCATIONS, AND ORIENTATIONS WITHIN UNIT PLANS. CONTRACTOR
<br />TO NOTIFY ARCHITECT IF WINDOW LOCATION/SIZE ARE DIFFERENT FROM PLANS.
<br />4. CONTRACTOR TO VERIFY EXISTING DOOR HARDWARE AND REPLACE WITH ADA LEVER
<br />HARDWARE WITH PUSH BUTTON LOCKS AS REQUIRED. ALL DOORS TO HAVE ACCESSIBLE
<br />LEVER-TYPE HARDWARE. ALL DOOR HARDWARE WITH THUMB TURN LOCKS TO BE
<br />REPLACED WITH PUSH BUTTON LOCKS. THE LEVER OR LEVER OF ACTUATED LATCHES OR
<br />LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2 INCH OF THE DOOR. SEE DOOR
<br />SCHEDULE FOR MORE INFO.
<br />5. ALL LOW OUTLETS TO BE RAISED/LOWERED, 15" AFF MAX TO BOTTOM OF BOX. CONTROLS,
<br />ELECTRICAL OUTLETS, SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE
<br />ROOM OR AREA TO CONTROL LIGHTING, ELECTRICAL RECEPTACLES, APPLIANCES OR
<br />COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48
<br />INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES
<br />MEASURED FROM THE BOTTOM OF THE OUTLET BOX. RECEPTACLES AT COUNTERS ARE TO
<br />BE WITHIN 24" REACH. SEE TYPICAL DETAILS 1/A055.
<br />6. ALL INTERIOR DOOR JAMBS TO BE 4" MIN FROM INSIDE CORNER OR CENTERED IN WALL
<br />UNLESS NOTED OTHERWISE INTERIOR DIMENSIONS ARE TO FACE OF FINISH U.N.O.
<br />7. ALL MECHANICAL, PLUMBING & ELECTRICAL PENETRATIONS THROUGH RATED ASSEMBLIES
<br />SHALL BE FIRE STOPPED.
<br />8. IF APPLICABLE, PATCH GYP-CRETE, CONCRETE @ FLOOR WHERE WALLS ARE
<br />REMOVED.WHEN LOCATING NEW WALLS ON EXISTING GYP-CRETE PRE-DRILL GYP-CRETE
<br />AND SCREW BOTTOM PLATE TO SUBFLOOR. WHEN LOCATING ATTACHMENTS IN POST
<br />TENSION SLAB - XRAY OR SIMILAR TO LOCATE POSSIBLE POST TENSION CABLES IN AREAS
<br />OF WORK.
<br />9. AT SHOWERS/TUBS CONTRACTOR TO VERIFY MANUFACTURER'S CLEAR DIMENSION
<br />REQUIREMENTS PRIOR TO START OF FRAMING. WHEN CALLED OUT TILE AT SHOWERS/TUBS
<br />TO EXTEND TO CEILING AND OUT TO ENDS OF ADJ. WALLS AND BE TERMINATED WITH A
<br />BULLNOSE. ALL GYPSUM BOARD BEHIND SHOWERS TO BE WATER RESISTANT GYP BD.
<br />PROVIDE RATED BOARD WHERE REQUIRED. SHOWER AND TUB WALLS TO BE SMOOTH,
<br />HARD, NON-ABSORBANT SURFACE NOT LESS THAN 70" ABOVE DRAIN INLET.
<br />10. RESTORE ALL FINISHES AND MATCH EXISTING (IF APPLICABLE) FOR ALL COLORS, TRIM, ETC
<br />(UNLESS OTHERWISE NOTED). REPAIR ALL DAMAGE TO LIKE NEW CONDITION. SEAL
<br />EXTERNAL CRACKS, JOINTS, ETC WITH CAULKING AND INSTALL PEST PROOF SCREENS
<br />WHERE REQUIRED.
<br />11. PAINT AT ALL DRYWALL PATCHES SHOULD INCLUDE THE ENTIRE WALL TO CLOSEST
<br />INTERSECTION NOT JUST THE AREA OF THE PATCH.
<br />12. CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL FIRE RATINGS.
<br />13. SEE A050-A055 FOR MOUNTING HEIGHT, CLEARANCES, & ACCESSIBILITY INFO. ALL
<br />THRESHOLDS TO MEET CBC 1132A. REFER TO SHEETS A620-A630 FOR DOOR THRESHOLD
<br />TRANSITION REQUIREMENTS.
<br />14. ANY EQUIPMENT, GRAB BARS, ACCESSORIES, APPURTENANCES MOUNTED ON STUD WALLS
<br />ARE REQUIRED TO BE ATTACHED TROUGH WALL FINISH INTO SOLID BLOCKING U.O.N BY
<br />MANUFACTURER SPECIFICALLY. PROVIDE 2 X 8 MIN. BLOCKING @ ALL GRAB BAR LOCATIONS
<br />& WHERE SHOWN. SEE TYP. DETAILS.
<br />15. VERIFY ALL EQUIPMENT SIZES BEFORE FABRICATION OF CASEWORK, BUILT-IN KITCHEN
<br />EQUIPMENT/APPLIANCES (REF, RANGE, MICROWAVE, ETC) & ALL OTHER BUILT-IN TYPE
<br />EQUIPMENT SHALL FIT AS TIGHTLY AS POSSIBLE WITHIN EQUIP/APPLIANCE MFR'S
<br />REQUIREMENTS TO CASEWORK OPENINGS.
<br />16. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE
<br />ARCHITECT PRIOR CONSTRUCTION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL
<br />CABINETRY/CASEWORK, AND SUBMITTALS FOR APPROVAL FOR ALL FINISHES, APPLIANCES
<br />AND PLUMBING FIXTURES.
<br />17. PROVIDE BLOCKING FOR ALL CASEWORK, COORDINATE LOCATION WITH CASEWORK
<br />MANUFACTURER.
<br />18. FLOOR / WALL / CABINET FINISHES TO EXTEND TO BACK WALL AT OPEN SINK, FRIDGE AND
<br />WORK STATION BASE CABINETS
<br />19. PROVIDE SOLID END PANELS AT OPEN WORK STATIONS AND KITCHEN SINKS WHERE BASE
<br />CABINET FINISHED SIDES DO NO OCCUR
<br />20. CARE HAS BEEN TAKEN TO FORESEE PERTINENT CONSTRUCTION CONDITIONS. HOWEVER,
<br />FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY
<br />OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF
<br />ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO
<br />SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY OWNER OR ARCHITECT.
<br />21. CLOSET POLE AND SHELF- PROVIDE CONCEALED 2x BLOCKING WITHIN WALLS FOR SHELF
<br />AND POLE BRACKET SUPPORT VERIFY LOCATION REQUIREMENTS WITH SUPPLIER. AT
<br />SINGLE SHELF AND POLE SET BLOCKING FOR POLE AT 46" A.F.F. AT DOUBLE SHELVES AND
<br />POLES SET BLOCKING FOR TOP POLE AT 80" AND LOWER POLE AT 40" A.F.F. SHELVES TO BE
<br />5/8'' THK. WOOD FACTORY PRIMED FIELD PAINTED. AT COAT CLOSET, PROVIDE SHELF AND
<br />POLE. AT BEDROOM CLOSET, PROVIDE DOUBLE SHELVES AND DOUBLE POLE.
<br />GENERAL DEMO NOTES
<br />1. REMOVE/RELOCATE EXISTING LIGHTING FIXTURES, SWITCHES, OUTLETS EFFECTED BY
<br />WALL CHANGES. ADJUST LOCATION AND REPLACE AS NECESSARY.
<br />2. PROVIDE TEMPORARY SHORING AND SUPPORTING STRUCTURE WHERE REQUIRED TO
<br />SUPPORT STRUCTURAL LOADS DURING DEMO.
<br />3. CONTRACTOR TO REMOVE A PORTION OF THE CEILING IN THE AREA OF THE WALL
<br />DEMOLITION AND VERIFY THE DIRECTION OF THE EXISTING FRAMING WHEN DEMO A
<br />PORTION OF CEILING. CONTRACTOR IS TO NOTIFY ARCHITECT WHEN INFORMATION
<br />IMMEDIATELY.
<br />4. CONTRACTOR TO REMOVE A PORTION OF THE WALL FINISH TO DETERMINE IF THERE IS
<br />EXISTING PLYWOOD ON EITHER FACE OF THE WALL WHEN DEMO A PORTION OF WALL. IF
<br />PLYWOOD IS FOUND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO VERIFY
<br />THICKNESS AND NAILING OF WALL BEFORE PROCEEDING WITH DEMOLITION.
<br />5. CONTRACTOR TO DETERMINE IF FLOOR JOISTS ARE SPLICED OR BLOCKED OVER WALLS TO
<br />BE REMOVED OR DEMOLISHED. IF THERE IS A SPLICE OR BLOCKING AT THE TOP OF THE
<br />WALL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER FOR DIRECTION BEFORE
<br />PROCEEDING WITH DEMOLITION.DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY
<br />STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A
<br />STRUCTURAL ENGINEER.
<br />6. WALLS TO BE DEMOLISHED ARE NON-BEARING AND NON-SHEAR, AND THIS HAS BEEN
<br />VERIFIED BY THE ARCHITECT OF RECORD VIA SITE VISIT OR AS-BUILT. TO COMPLY WITH
<br />APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO
<br />SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.
<br />7. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS BY APPLICABLE CODES
<br />AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS.
<br />8. ERECT AND MAINTAIN DUSTPROOF PARTITIONS TO PREVENT SPREAD OF DUST, FUMES, AND
<br />SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS
<br />AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.
<br />9. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS
<br />AT NO COST TO THE OWNER.
<br />10. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND
<br />OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
<br />11. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES
<br />FOR NEW WORK. REMOVE ALL POWER SIGNAL, SWITCHING & OTHER PERTINENT ITEMS
<br />FROM WALLS TO BE DEMOLISHED.
<br />12. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. REMOVE ABANDONED
<br />ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED.
<br />13. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR FOR NEW FLOOR FINISHES.
<br />14. PATCH OR REPAIR THE DRYWALL (WALL AND CEILINGS) MISSING AND/OR DAMAGED AT
<br />DEMOLISHED WALLS AND/OR CEILINGS. REPLACE SUBFLOORING, FLOORING, AND/OR
<br />BASEBOARD MISSING, REMOVED AND/OR DAMAGED AT DEMOLISHED WALLS.
<br />15. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING
<br />FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE
<br />SOURCE OF ORIGINATION.
<br />16. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUNCTIONING EQUIPMENT THAT IS
<br />TO REMAIN. REMOVE THEM BACK TO PANELS. ALSO REMOVE CONDUITS WHERE POSSIBLE.
<br />17. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS
<br />PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.
<br />18. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND
<br />ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND
<br />RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND
<br />OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF
<br />EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES, AND SIMILAR
<br />SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR
<br />DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT, AND DUST.
<br />19. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/ STRUCTURE.
<br />CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO
<br />BE IN DANGER.
<br />20. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS
<br />UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAIN. WHETHER TO DEMOLISH AN
<br />ENTIRE WALL TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION.
<br />21. AT AREAS OF DRYWALL ONLY DEMO, NOTE MAKE-UP OF ASSEMBLY (NUMBER OF LAYERS OF
<br />GYP, RESILIENT CHANNELS, ETC.) SO THAT ASSEMBLY CAN BE MATCH DURING NEW
<br />CONSTRUCTION.
<br />SOUND
<br />1. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR-CEILING ASSEMBLIES WILL
<br />BE SEALED WITH APPROVED PERMANENT ACOUSTIC RESILIENT SEALANT.
<br />2. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, APPLIANCE VENTS LOCATED IN SOUND
<br />ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF
<br />RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL.
<br />3. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT WILL BE PROVIDED
<br />ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS
<br />4. MINERAL FIBER INSULATION WILL BE INSTALLED IN JOIST SPACES WHEREVER PLUMBING
<br />PIPING OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES
<br />THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL. THE
<br />INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT.
<br />5. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS WILL BE
<br />SEPARATED HORIZONTALLY BY 24" AND BACK AND SIDES OF BOXES WILL BE SEALED WITH
<br />1/8" RESILIENT SEALANT AND BACKED BY A MINIMUM OF 2" THICK MATERIAL FIBER
<br />INSULATION. TV, TELEPHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES
<br />ACCORDINGLY.
<br />INTERIOR ENVIROMENT/INTERIOR FINISHES
<br />1. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL
<br />LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2
<br />OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN
<br />AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT
<br />OF 30 INCHES ABOVE FLOOR LEVEL. (1205.1 AND 1205.3)
<br />2. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS
<br />SPECIFIED IN SECTION 802. IN ADDITION, APPLICATIONS ARE TO BE IN ACCORDANCE WITH
<br />SECTION 803. 804, AND TABLE 803.5.
<br />3. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN
<br />APPROVED MANNER ( CURTAINS, DRAPES, SHADES, HANGINGS, ETC.)
<br />4. THE FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF THE CORRIDOR,
<br />LOBBY & EXIT ENCLOSURE MUST BE IDENTIFIED ON THE PLANS.
<br />5. ADD NOTE ON PLAN: WALL, FLOOR AND CEILING FINISHES SHALL NOT EXCEED THE FLAME
<br />SPREAD CLASSIFICATIONS IN CBC 803.9.
<br />6. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
<br />SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS
<br />THAN 72" IN ABOVE DRAIN INLET.
<br />FIRE RESISTANT RATED CONSTRUCTION
<br />FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE
<br />FOLLOWING LOCATIONS:
<br />A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
<br />SPACES, AT THE CEILING AND FLOOR LEVELS. 718.2.2
<br />B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
<br />SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. 718.2.2
<br />C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
<br />HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE
<br />CEILINGS AND SIMILAR LOCATIONS. 718.2.3
<br />D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM
<br />OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS
<br />IF THE WALL UNDER THE STAIRS IS UNFINISHED. 718.2.4
<br />E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND
<br />SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR
<br />LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 718.2.5
<br />
<br />1128 W Highland St
<br />3/27/2025
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