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731 South Highway 101, Suite 1M,
<br />Solana Beach, CA 92075
<br />(714) 639-9860
<br />ry-aoarchitects.com
<br />Plan Check Number:
<br />Project Number:
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<br />2023-0646
<br />8631 RUSH STREET
<br />ROSEMEAD, CA 91770
<br />626-302-3687
<br />SOUTHERN CALIFORNIA EDISON
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<br />101119260
<br />T2.0
<br />2024-01-24 Issue for Plan Check
<br />2024-02-21 Issue for City Planning
<br />2024-06-11 Re-Issue for Plan Check
<br />GENERAL CONSTRUCTION NOTES
<br />A. GENERAL CONSTRUCTION NOTES:
<br />1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION, REMODEL, OR DEMOLITION WORK , MATERIALS, METHODS, ETC., IN ACCORDANCE WITH THE CODES
<br />LISTED IN THESE DOCUMENTS. IT SHALL BE THE CONTRACTOR'S AND HIS EMPLOYEE'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND ORDINANCES, CITY OR STATE,
<br />AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES, ORDINANCES, AND
<br />REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
<br />2. THE GENERAL CONTRACTOR SHALL PROVIDE FOR THE PROPER SEQUENCE OF CONSTRUCTION, LOCATION AND SIZE OF OPENINGS, AND COORDINATE ALL CONSTRUCTION
<br />AS INDICATED BY THE CONTRACT DOCUMENTS INCLUDING SHOP DRAWINGS.
<br />3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON ENTIRE SET OF DOCUMENTS. NO EXTRA
<br />COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AND INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR
<br />DISCREPANCIES BETWEEN DRAWING THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT IMMEDIATELY
<br />OF SUCH DISCREPANCIES.
<br />4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SUB-CONTRACTOR FIELD VERIFIES EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO
<br />STARTING CONSTRUCTION.
<br />NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR SHALL COORDINATE ITS WORK, WITH
<br />CONCURRENT WORK INDICATED AS NIC. SEE SPECIFICATIONS.
<br />5. THE GENERAL CONTRACTOR SHALL FIELD VERIFY AND COMPARE ALL EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO
<br />STRUCTURE, MECHANICAL, PLUMBING, ELECTRICAL, EQUIPMENT, UTILITY SIZE AND LOCATION, UTILITY POINTS OF CONNECTIONS, AND ALL OTHER EXISTING SYSTEMS AND
<br />NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ALL DISCREPANCIES OR CONFLICTS. DO NOT PROCEED WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT
<br />UNTIL DIRECTION IS GIVEN BY ARCHITECT. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM THE ARCHITECT, IT SHALL BE AT CONTRACTORS RISK, AND
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION. VERIFICATION OF EXISTING CONDITIONS SHALL BE MADE FROM SOURCES AVAILABLE TO
<br />THE CONTRACTOR, SUCH AS BUT NOT LIMITED TO, UTILITY COMPANIES, CONTRACT DOCUMENTS, THE OWNER, SITE INVESTIGATION REPORTS, ETC. IN NO WAY SHALL ANY
<br />DOCUMENTATION RECEIVED BY THE CONTRACTOR RELIEVE HIM OF THE RESPONSIBILITY OF PERFORMING HIS OWN FIELD INVESTIGATION.
<br />MOST EXPENSIVE BID: IF THERE ARE SCHEDULE, SYSTEMS, SUBCONTRACT, OR MATERIALS CONFLICTS OR OMISSIONS NOT BROUGHT TO THE ARCHITECT'S ATTENTION
<br />PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE MORE COSTLY TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.
<br />6. THE GENERAL CONTRACTOR SHALL REVIEW THESE DRAWING DRAWINGS BEFORE THE START OF CONSTRUCTION. DISCREPANCIES OR OMISSIONS APPEAR ON THESE
<br />DRAWING, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION FOR DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT
<br />WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED AT THE CONTRACTOR EXPENSE.
<br />7. THESE DRAWINGS SHALL NOT BE SCALED FOR THE PURPOSES OF CONSTRUCTION, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED GRAPHICS. IN THE EVENT OF
<br />OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. DO NOT PROCEED WITH WORK IN THE
<br />AREA OF DISCREPANCY OR CONFLICT UNTIL DIRECTION IS GIVEN BY ARCHITECT.
<br />8. THE GENERAL CONTRACTOR SHALL MAINTAIN A STAMPED "APPROVED" SET OF DRAWINGS IN THE FIELD/SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR
<br />SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THIS WORK. THIS SET SHALL BE TURNED OVER TO PROJECT ARCHITECT WHEN THE PROJECT IS COMPLETE.
<br />9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ACQUIRE AS-BUILT/RECORD DRAWINGS FROM ALL SUBCONTRACTORS UPON COMPLETION OF THE PROJECT AND
<br />TO SUBMIT TO PROJECT ARCHITECT.
<br />10. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO PROJECT DESIGNER FOR APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED
<br />WITHIN 10 WORKING DAYS OF CONTRACT AWARD.
<br />11. THE DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH THE AGENCIES LISTED IN THESE DOCUMENTS. IF AN ALTERNATE OR SUBSTITUTED MATERIAL IS ACCEPTED AS
<br />AN EQUAL BY THE GENERAL CONTRACTOR, HE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION MODIFICATION AND/OR ADDITIONAL COSTS ARE
<br />REQUIRED BY REASON OF THIS ACCEPTANCE. THE CONTRACTOR SHALL STIPULATE THAT ALL PROPOSED SUBSTITUTIONS ARE EQUAL IN PERFORMANCE AND COMPLY WITH
<br />APPLICABLE CODES AND REGULATIONS. CONTRACTOR'S SUBSTITUTION OF ALTERNATE MATERIALS OR SYSTEMS SHALL BE AT NO ADDITIONAL COST TO OWNER.
<br />12. THE GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED SUBMIT LIST TO THE PROJECT ARCHITECT WITHIN (TEN) 10 WORKING DAYS OF
<br />CONTRACT AWARD
<br />13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS
<br />AGAINST ORDER FORMS AND BILLS OF LOADING. IF THIS IS NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE
<br />CONSTRUCTION SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED
<br />ITEMS.
<br />14. THE GENERAL CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS LADING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE
<br />TURNED OVER TO OWNER.
<br />15. THE GENERAL CONTRACTOR SHALL DELIVER TO FILE A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN WAIVER, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION
<br />MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY TO BE FRAMED AND MOUNTED AT MALL MANAGER'S DESK.
<br />16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES.
<br />17. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION TIME AND NOISE REQUIREMENTS WITH PROPERTY MANAGEMENT. CONTRACTOR SHALL NOTIFY THE
<br />OWNERS REPRESENTATIVE OF TIMES WHEN THE CONSTRUCTION NOISE WILL BE EXCESSIVE. CONTRACTOR SHALL RESCHEDULE SUCH WORK IF SO REQUIRED BY THE
<br />OWNER.
<br />18. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH PROPERTY MANAGEMENT PRIOR TO START OF CONSTRUCTION. INTERRUPTION OF SERVICES TO THE
<br />BUILDING SHALL BE HELD TO A MINIMUM. COORDINATE SUCH INTERRUPTIONS WITH THE OWNER. EXISTING SERVICES WHICH ARE IN ANY WAY AFFECTED BY THE
<br />PERFORMANCE OF THIS WORK SHALL BE PROTECTED AND MAINTAINED, INCLUDING UTILITY SERVICES FOR THE BUILDING THAT ORIGINATE IN OR THROUGH THE SPACE.
<br />SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY
<br />OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE SPECIFICATIONS.
<br />19. THE GENERAL CONSTRUCTION SHALL NOT RESTRICT ACCESS TO A FIVE FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
<br />(POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METER, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION
<br />SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY FAILURE TO COMPLY MAY CAUSE CONSTRUCTION
<br />DELAYS OR ADDITIONAL EXPENSES
<br />20. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING OF ALL EQUIPMENT, MERCHANDISE, CARPET, AND ETC...
<br />21. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY BARRICADES AND DUST PROTECTION AS REQUIRED BY BUILDING PROPERTY MANAGEMENT.
<br />22. THE GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK AS REQUIRED. CONTRACTOR
<br />TO ASSUME FULL RESPONSIBILITY FOR REPAIR AND/OR REPLACEMENT OF DAMAGED AREAS, INCLUDING BUT NOT NECESSARILY LIMITED TO, STRUCTURE, FINISHES,
<br />EQUIPMENT AND FURNISHINGS IF DAMAGE OF ANY KIND OCCURS AS RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING.
<br />23. THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE
<br />LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY.
<br />24. THE GENERAL CONTRACTOR SHALL PROVIDE FULL FLOOR PREPARATION AS REQUIRED TO RECEIVE NEW FINISHES. ALL NEW MAJOR FLOOR PREP MUST BE BROUGHT TO
<br />THE ATTENTION OF THE BUILDING MANAGER PRIOR TO COMMENCEMENT OF SAID WORK.
<br />25. UPON COMPLETION OF CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CLEAN ALL FINISH SURFACES AS PER MANUFACTURER'S
<br />INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING COMPANY IN ORDER TO ASSURE AN ABSOLUTELY CLEAN SPACE.
<br />26. THE GENERAL CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS WHERE GRAB BARS, HAND RAILS, CASEWORK, AND OTHER EQUIPMENT THAT REQUIRES A RIGID AND
<br />SECURE ATTACHMENT
<br />27. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS AND BRACKETS.
<br />28. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, PRIOR TO THE
<br />STARTING ANY WORK.
<br />29. THE GENERAL CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, PRIOR TO THE STARTING
<br />ANY WORK
<br />30. THE GENERAL CONTRACTOR TO OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONSTRUCTION DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING,
<br />MECHANICAL AND ELECTRICAL ROUGH-IN, STUB-UPS, ETC. PRIOR TO INSTILLATION THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S
<br />REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLYING FINISHES ON WALLS.
<br />31. THE GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY AND PERMANENT FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, FIRE
<br />DEPARTMENT, AND OTHER NECESSARY GOVERNING AGENCIES. VERIFY QUANTITY AND LOCATION WITH LOCAL OFFICIALS AND COORDINATE LOCATION OF SAME WITH
<br />ARCHITECT.
<br />32. THE GENERAL CONTRACTOR SHALL PROVIDE FIRE SAFETY PLAN ADDRESSING FIRE SAFETY COMPLIANCE DURING CONSTRUCTION TO THE FIRE DEPARTMENT FOR REVIEW
<br />AND APPROVAL. THE FIRE SAFETY PLAN SHALL ADDRESS FIRE PROTECTION SYSTEMS TO BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND THROUGHOUT THE TIME
<br />OF CONSTRUCTION.
<br />33. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR
<br />CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (1) HOUR RATED
<br />CONSTRUCTION.
<br />34. THE GENERAL CONTRACTOR SHALL COMPLY WITH AND PROVIDE VERIFICATION OF COMPLIANCE WITH CALGREEN NON-RESIDENTIAL MANDATORY MEASURES
<br />35. STRUCTURAL STEEL MAY BE FIRE PROTECTED THROUGHOUT THE BUILDING; HOWEVER, DRAWINGS DO NOT ALWAYS SHOW REQUIRED FIRE PROTECTION. FIRE RESISTANCE
<br />RATINGS MUST BE AT LEAST EQUAL TO CODE REQUIREMENTS. SEE "LS" SHEETS FOR FIRE PROTECTION INFORMATION AND DETAILS.
<br />36. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO ARCHITECT, BETWEEN DISSIMILAR METALS. SEE SPECIFICATIONS.
<br />37. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. SEE SPECIFICATIONS.
<br />38. FIRE SPRINKLER SYSTEM: NO PIPES, DRAIN VALVES OR OTHER COMPONENTS OF THE SYSTEM, EXCEPT SPRINKLER HEADS, SHALL BE EXPOSED TO PUBLIC VIEW EXCEPT AS
<br />NOTED OR AS ACCEPTABLE TO ARCHITECT. SPRINKLER CONTRACTOR SHALL PROVIDE ACCESS PANELS WITH DOORS FOR SYSTEM ACCESS WHERE SPRINKLER DRAIN
<br />VALVES, TEST LOCATIONS, ETC., ARE INACCESSIBLE WITHOUT DEMOLITION. ACCESS PANELS AND INSTALLATION COSTS SHALL BE INCLUDED IN THE BID. PANELS SHALL BE
<br />A FLUSH DESIGN AND PAINTED TO MATCH ADJACENT SURFACES AND FIRE RATED WHERE REQUIRED. PANEL DOORS SHALL HAVE KEYED LOCKS WHEN IN PUBLIC AREAS OR
<br />IN EXTERIOR LOCATIONS. SPRINKLER SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS INDICATING PANEL STYLE AND CONSTRUCTION AND PROPOSED LOCATIONS FOR
<br />THE ARCHITECT'S APPROVAL. SEE SPECIFICATIONS.
<br />39. ATTIC SPACES SHALL BE ACCESSIBLE. PROVIDE 20"X 30" ACCESS DOORS (CBC 1209) OR AS OTHERWISE REQUIRED BY CODE. ACCESS DOORS SHALL BE FIRE RATED WHERE
<br />NECESSARY.
<br />40. ON CONTINUOUS WALL SURFACES WITH DISSIMILAR FINISH MATERIAL THICKNESSES, ALIGN FACES OF FINISH, UNLESS SHOWN OR NOTED OTHERWISE. PROVIDE CASING
<br />BEADS AT GYPSUM BOARD EDGES WHEREVER GYPSUM BOARD ABUTS A DIFFERENT MATERIAL.
<br />41. ON FLOORS, USE TRANSITION OR LEVEL REDUCING STRIPS BETWEEN MATERIALS OF DIFFERENT FINISH HEIGHT. CARPET AND/OR OTHER FLOOR FINISHES SHALL RUN
<br />UNDER MOVEABLE CASEWORK. SEE SPECIFICATIONS.
<br />42. PROVIDE BACKING/BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, SUPPORTS, RAILS, CASEWORK, COUNTERS, WALL STOPS, EQUIPMENT AND FIXTURES AND OTHER ITEMS
<br />AS REQUIRED. VERIFY MOUNTING HEIGHTS AND STRUCTURAL SUPPORT REQUIREMENTS WITH EQUIPMENT MANUFACTURERS BEFORE INSTALLING.
<br />43. ALL CASEWORK, CABINETS, AND STORAGE RACKS SHALL BE SECURELY ANCHORED TO COMPLY WITH CODE REQUIRED SEISMIC SUPPORT.
<br />44. ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING OR ELECTRICAL, ITEMS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL
<br />PLANS FOR ADDITIONAL ITEMS.
<br />45. ELECTRICAL DEVICE BOXES SHALL NOT BE MOUNTED BACK TO BACK. SEPARATE BY AT LEAST 15 INCHES.
<br />46. DOOR AND WINDOW ELEVATIONS AND PLANS ARE DEPICTED SCHEMATICALLY; SEE DOOR AND WINDOW SCHEDULES AND TYPES FOR ACTUAL APPEARANCE AND DETAILS.
<br />B. GUARANTEES:
<br />1. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN ANY PORTION OF LANDLORD'S WORK OR TENANT'S WORK SHALL GUARANTEE THAT SUCH PORTION WILL BE
<br />FREE FROM AND ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR THE PERIOD OF TIME WHICH CUSTOMARILY APPLIES IN GOOD CONTRACTING PRACTICE IN
<br />THE COUNTY AND STATE WHERE THE PROJECT IS LOCATED, BUT IN NO EVENT FOR LESS THAN ONE (1) YEAR AFTER DELIVERY DATE.
<br />2. THE AFORESAID GUARANTEES OF EACH SUCH CONTRACTOR SHALL INCLUDE THE OBLIGATION TO REPAIR OR REPLACE IN A FIRST- CLASS WORKMAN LIKE MANNER,
<br />WITHOUT ANY ADDITIONAL CHARGE, ANY AND ALL WORK DONE OR FURNISHED BY THEM OR BY ANY OR THEIR SUBCONTRACTORS, EMPLOYEES OR AGENTS , WHICH SHALL
<br />BE OR BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM THE DELIVERY DATE, INCLUDING WITHOUT ADDITIONAL CHARGE THEREOF ALL EXPENSES AND DAMAGES IN
<br />CONNECTION WITH THE REMOVAL , REPLACEMENT AND/OR REPAIR IN A FIRST CLASS AND WORKMAN LIKE MANNER OF ANY OTHER PART OF THE WORK WHICH MAY BE
<br />DAMAGED OF DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE WORK,SHALL BE CONTAINED IN
<br />THE CONTRACTS AND SUBCONTRACTS FOR PERFORMANCE OF BOTH LANDLORD'S WORK AND TENANT'S WORK AND SHALL BE WRITTEN SO THAT THEY WILL ENSURE TO THE
<br />BENEFIT OF LANDLORD AND TENANT, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, AND SO THAT THEY CAN BE DIRECTLY ENFORCED BY EITHER; AND LANDLORD SHALL
<br />FURNISH TO TENANT ANY ASSIGNMENT OR OTHER ASSURANCES NECESSARY TO EFFECTUATE THE INTENT AND PURPOSE OF THIS ARTICLE.
<br />3. ANY EXISTING MATERIALS OR EQUIPMENT WHICH THE LANDLORD DEEMS TO BE REUSABLE AND ARE ACCEPTED BY TENANT SHALL CARRY THE SAME GUARANTEE AS NEW.
<br />C. GENERAL DRAWING NOTES:
<br />1. DRAWINGS AND SPECIFICATIONS, AND ALL COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND AUTHORIZED REPRESENTATIVES ON
<br />THE DESIGNATED PROPERTY ONLY. OTHER USE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED.
<br />2. SPECIFICATIONS, DETAILS AND SCHEDULES WHICH MAY BE BOUND SEPARATELY, ARE PART OF THESE CONTRACT DOCUMENTS. DRAWINGS BY CONSULTING
<br />PROFESSIONALS, SUCH AS STRUCTURAL, LANDSCAPE, ETC. ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS AND ARE A PART OF THESE CONTRACT DOCUMENTS.
<br />3. REFER TO GENERAL NOTES ON DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL REQUIREMENTS.
<br />4. "TYPICAL" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAIL NOTED. WHEN A DETAIL OR NOTE IS IDENTIFIED AS "TYPICAL", CONTRACTOR SHALL
<br />APPLY THIS DETAIL OR NOTE TO EVERY LIKE CONDITION, WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. VERIFY DIMENSIONS AND ORIENTATION
<br />ON PLANS.
<br />5. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS.
<br />6. WHERE WORK OR EQUIPMENT IS INDICATED "N.I.C." (NOT IN CONTRACT) ON THE DRAWINGS, SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS.
<br />CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION.
<br />7. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR
<br />CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK.
<br />D. GENERAL DIMENSION NOTES:
<br />
<br />1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE
<br />ARCHITECT FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES, CONTACT ARCHITECT PRIOR TO BID. IF DISCREPANCIES ARE
<br />DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.
<br />2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION
<br />AND SHOP DRAWINGS, CONTRACTOR SHALL VERIFY DIMENSIONS AND RECOMMEND DIMENSIONAL MODIFICATIONS AS REQUIRED.
<br />3. ARCHITECTURAL DIMENSIONS CAN BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR, WINDOW AND LOUVER
<br />SCHEDULES INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS.
<br />4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL DRAWINGS, FOOD SERVICE DRAWINGS, POOL DRAWINGS,
<br />THEATER DRAWINGS AND INTERIOR DESIGN AND FURNITURE LAYOUT PLANS. MECHANICAL AND ELECTRICAL EQUIPMENT AND FOOD SERVICE SCHEDULES MAY ALSO
<br />CONTAIN DIMENSIONAL INFORMATION RELATED TO EQUIPMENT SIZES AND CLEARANCES.
<br />5. DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 ½” X 3 ½”); DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD). DIMENSIONS ARE NOT ROUNDED, BUT
<br />UN-ROUNDED DIMENSIONS ARE NOT NECESSARILY VIEWED AS A MAXIMUM CONSTRUCTION TOLERANCE.
<br />ARCHITECTURAL SITE PLAN DIMENSIONS
<br />1. CHECK CIVIL, LANDSCAPE, ELECTRICAL SITE AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.
<br />2. THE BUILDING CONTROL POINT (BCP) SHALL BE USED TO LOCATE THE BUILDING. THE BCP IS LOCATED AT THE CORNER OF THE FOUNDATION, OR AT THE INTERSECTION OF
<br />GRID LINES. IF THE BCP IS NOT LOCATED ON ANY DRAWING, FOR BIDDING PURPOSES THE APPROXIMATE BUILDING LOCATION MAY BE SCALED FROM THE ARCHITECTURAL
<br />SITE PLAN. IF THE ALIGNMENT OF THE BUILDING IS NOT INDICATED, ASSUME THAT IT IS PARALLEL TO A MAJOR EXISTING BUILDING OR TO THE NEAREST SITE BOUNDARY OR
<br />STREET AS VISUALLY DEPICTED ON THE DRAWING. CONFIRM BUILDING LOCATION WITH ARCHITECT PRIOR TO STARTING CONSTRUCTION.
<br />3. UN-DIMENSIONED HARDSCAPE (PAVING, PARKING, PLAY AREAS, PATIOS, ETC) MAY BE LOCATED BY SCALING FROM DIMENSIONED OR EXISTING FIXED ELEMENTS. CONFIRM
<br />ALL SCALED OR ASSUMED DIMENSIONS WITH THE ARCHITECT PRIOR TO STARTING CONSTRUCTION.
<br />FLOOR PLAN DIMENSIONS
<br />1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION
<br />WALL (OR, FROM OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.
<br />2. GRID LINE IDENTIFICATION: GRID LINES IDENTIFY AND PROVIDE POINTS FOR DIMENSIONING MAJOR ALIGNED VERTICAL STRUCTURAL ELEMENTS (I.E., B/2). SECONDARY
<br />STRUCTURAL ELEMENTS NOT ON A MAJOR GRID ALIGNMENT ARE IDENTIFIED WITH DECIMALS APPROXIMATELY PROPORTIONAL TO THE DISTANCE TO THE NEXT FULL GRID
<br />LINE (I.E., B.5/2.3).
<br />3. GRID LINE LOCATIONS: GRID LINES ARE SHOWN AT THE CENTERLINES OF COLUMNS WHEN COLUMNS ARE THE PRINCIPAL VERTICAL STRUCTURAL ELEMENTS, UNLESS
<br />NOTED OTHERWISE.
<br />4. WHEN COLUMNS ARE NOT THE PRINCIPAL VERTICAL STRUCTURAL ELEMENTS, EXTERIOR WALL GRID LINES ARE TO THE OUTSIDE FACES OF LOAD BEARING STUD WALLS OR
<br />TO THE CENTERLINES OF LOAD BEARING MASONRY, PRE-CAST CONCRETE OR CAST-IN-PLACE CONCRETE WALLS. GRID LINES ARE SHOWN AT THE FACES OF INTERIOR
<br />LOAD BEARING STUD WALLS AND TO THE CENTERLINES OF INTERIOR LOAD BEARING MASONRY AND CONCRETE WALLS. REFER TO DRAWINGS OR DETAILS FOR WIDTHS OF
<br />WALLS. (NOTE TO DESIGNER, IN BUILDINGS WHERE NO GRID LINES ARE NECESSARY, SUCH AS SINGLE-FAMILY RESIDENTIAL DRAWINGS, ALL DIMENSIONS SHOULD BE TO THE
<br />FACES OF STUDS, WHETHER LOAD BEARING OR NOT).
<br />5. DIMENSIONS FOR WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF MASONRY WALLS, OR BOTH FACES OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.
<br />WHERE DIMENSIONS ARE SHOWN AT CENTER OF WALL REPRESENT CENTER LINE OF STUD OR STRUCTURAL ELEMENT UNLESS NOTED OTHERWISE.
<br />6. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE REVIEW OF ARCHITECT UNLESS NOTED (+/-) OR "VERIFY". DIMENSIONS NOTED "HOLD" SHALL BE CONSIDERED AS
<br />ABSOLUTE AND USED FOR LAY-OUT CONTROL UNLESS OTHERWISE DIRECTED BY ARCHITECT.
<br />7. WALL DIMENSIONS WALL ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS “NOM”).
<br />8. DOOR AND WINDOW OPENING DIMENSIONS IN FRAME CONSTRUCTION (WOOD OR STEEL STUDS) ARE TYPICALLY SHOWN AT THEIR CENTERLINES. HOWEVER, WHEN THE
<br />EDGE OF THE DOOR OR WINDOW PLACEMENT IS IMPORTANT, OR MAKES THE PLACEMENT CLEARER, THE DIMENSION MAY BE TO THE ACTUAL FRAME EDGE.
<br />9. DOOR AND WINDOW DIMENSIONS IN LOAD-BEARING MASONRY AND CONCRETE WALLS ARE TO “ROUGH” OPENINGS (FACES OF MASONRY OR CONCRETE). TYPICAL DOOR
<br />AND WINDOW ROUGH OPENING DIMENSIONS ARE THE WINDOW FRAME WIDTH PLUS 1/2” (1/4” CLEARANCE EACH SIDE) AND PLUS 1/2” TOTAL FOR THE HEAD/SILL DIMENSIONS.
<br />10. STOREFRONT DIMENSIONS IN LOAD-BEARING MASONRY OR CONCRETE ARE FRAME WIDTH PLUS 1” (1/2” AT EACH SIDE), AND PLUS 1” TOTAL FOR THE HEAD/SILL
<br />DIMENSIONS.
<br />11. “TYPICAL” DOOR FRAME CLEARANCE DIMENSIONS TO ADJACENT WALLS: BETWEEN FRAME FACES AND FACES OF STUDS, OR FACES OF MASONRY OR CONCRETE, AT
<br />NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4”, DEPENDING ON HARDWARE CLEARANCES AND FRAME REQUIREMENTS (2.5”-DOOR HANDLE PLUS 1”-WALL STOP PLUS ½”
<br />GB = 4.0”). DOORS WITH COAT HOOKS REQUIRE 6” DIMENSION. SEE DETAILS FOR SPECIFIC DIMENSIONS.
<br />12. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR PREFABRICATED STAIR ENCLOSURES, ARE NOTED “CLR” AND ARE
<br />SHOWN TO THE FACES OF FINISHES.
<br />13. TYPICAL DIMENSIONS FOR SPECIALTIES, FIXTURES AND EQUIPMENT MAY BE FOUND ON “PROTOTYPE DETAILS”. THESE INCLUDE TOILET AREA ITEMS, CASEWORK,
<br />EQUIPMENT HEIGHTS, ETC.
<br />14. WALL WIDTHS MAY CHANGE IN MID RUN, FOR INSTANCE WHEN A WALL CHANGES FROM 4” STUDS TO 6” STUDS OR CHANGES FROM A STUD WALL TO A MASONRY WALL. IN
<br />CASES WHERE THIS OCCURS AT A CORRIDOR, MAINTAIN THE CLEAR WIDTH OF THE CORRIDOR. IF THERE IS AN UNRESOLVED CONFLICT ON THE OPPOSITE SIDE OF THE
<br />WALL, SUCH AS WITH CASEWORK, CONTACT THE ARCHITECT FOR INSTRUCTIONS.
<br />15. FINISH FLOOR ELEVATION (FFE) IS THE ELEVATION OF THE TOP OF THE FLOOR FINISH ELEMENTS SUCH AS CONCRETE SLAB-ON-GRADE, GYPSUM TOPPING SLAB, FLOOR
<br />SHEATHING, ETC. BUT IT DOES NOT INCLUDE FINISHES SUCH AS CARPET, VINYL, FINISH WOOD FLOORING OR CERAMIC TILE (UNLESS NOTED). WHEN CEILINGS, WINDOW
<br />HEADS AND DOOR HEADS ARE NOTED AS AFF (ABOVE FINISH FLOOR) BUT THE FLOOR IS RECESSED FOR THICK SET TILE, SLOPES TO DRAIN, OR HAS PERMANENT RISERS,
<br />THE “FINISH FLOOR” IS DEFINED AS THE COMMON PLANE FOR THAT FLOOR OR MEZZANINE LEVEL.
<br />RENOVATION DIMENSION NOTES
<br />1. DIMENSIONS SHOWN ARE TO FACE OF FINISH AT EXISTING CONSTRUCTION, UNLESS NOTED OTHERWISE.
<br />2. UN-DIMENSIONED PARTITIONS MAY BE LOCATED BY REFERENCE TO EXISTING FIXED ELEMENTS, SUCH AS COLUMNS, WALLS, CORNERS, WINDOWS, ETC.
<br />3. DIMENSIONS NOTED AS +- INDICATES AN UN-VERIFIED DIMENSION OF, OR FROM, EXISTING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL SUCH DIMENSIONS AND
<br />NOTIFY ARCHITECT OF SIGNIFICANT VARIANCES AND/OR UNWORKABLE SITUATIONS.
<br />4. UN-DIMENSIONED NEW DOORS AND WINDOWS MAY BE LOCATED IN EXISTING OPENINGS. CHECK DEMOLITION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ROUGH
<br />OPENING DIMENSIONS.
<br />5. SOME NEW DOOR OR WINDOW OPENING MAY BE LOCATED BY REFERENCE TO EXISTING DOORS OR WINDOWS (FOR INSTANCE, “NEW WINDOW OPENING TO BE THE SAME
<br />SIZE AS, AND ALIGN WITH, EXISTING WINDOW BELOW.”) CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE EXISTING WINDOW OR DOOR AND MATCH THE SIZE AND
<br />LOCATION WHERE INDICATED.
<br />REFLECTED CEILING PLAN (RCP) DIMENSIONS
<br />1. CEILING GRIDS. UNLESS SHOWN OR DIMENSIONED OTHERWISE, SUSPENDED CEILING GRIDS ARE SHOWN CENTERED SO THAT NO BORDER TILE DIMENSION IS LESS THAN
<br />HALF ITS ORIGINAL SIZE. UNLESS DIMENSIONED OTHERWISE, LIGHTING AND GRILLS, REGISTERS AND DIFFUSERS (GRDS) ARE CENTERED.
<br />2. DIMENSIONS SHOWN ON THE UNDERLYING FLOOR PLANS MAY DEFINE CEILING DIMENSIONS. IN GENERAL, SOFFITS, LIGHTING, EQUIPMENT, DISPLAYS AND WOODWORK
<br />SHALL BE ALIGNED WITH ARCHITECTURAL ELEMENTS AND EQUALLY SPACED AS REQUIRED. UN-DIMENSIONED, EXPOSED DUCTWORK, CABLE TRAYS AND PLUMBING MAY BE
<br />SCALED IF THERE IS NO OBVIOUS RELATIONSHIP WITH OTHER ARCHITECTURAL ELEMENTS. WHEN IN DOUBT, CHECK WITH THE ARCHITECT FOR ADDITIONAL INFORMATION.
<br />3. UN-DIMENSIONED LIGHTS IN RECTANGULAR HARD-SURFACED CEILINGS ARE CENTERED, AND/OR EQUALLY SPACED FROM WALLS, AS SHOWN.
<br />4. UNLESS NOTED OTHERWISE, ALL CEILING HEIGHTS ARE FROM THE “FINISH FLOOR” TO THE FACE OF THE CEILING FINISH.
<br />ROOF PLAN DIMENSIONS
<br />1. UN-DIMENSIONED LOCATIONS OF ROOFTOP EQUIPMENT AND CONSTRUCTION OFTEN MAY BE DETERMINED BY THE FLOOR PLAN BELOW, SUCH AS A ROOF HATCH
<br />DETERMINED BY REFERENCE TO A FIXED WALL AND LADDER, SKYLIGHTS CENTERED IN SPACES BELOW OR AS DEFINED BY CEILING PLANS, OR MECHANICAL EQUIPMENT
<br />DETERMINED BY DUCT PENETRATIONS BETWEEN JOISTS.
<br />2. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT RAILS, HVAC EQUIPMENT, SCREEN WALLS, ANTENNAS, WALK PADS, LADDERS, SCUPPER LOCATIONS, ETC. MAY BE LOCATED
<br />FROM MECHANICAL AND ELECTRICAL DRAWINGS OR LOCATED BY SCALING. CONFIRM ALL ROOF ITEM DIMENSIONS WITH THE ARCHITECT PRIOR TO CONSTRUCTION.
<br />VERTICAL DIMENSIONS
<br />1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 0’-0”. THIS IS REFERENCED TO A GROUND ELEVATION (ABOVE MSL) AS SHOWN IN CIVIL OR
<br />STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0’-0” ARE ”–“ (PREFIXED WITH A MINUS SIGN).
<br />2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF DECKING OR SHEATHING, BUT DO NOT INCLUDE FINISHES OR ROOFING
<br />MATERIAL.
<br />3. WALL OPENINGS: WINDOW, STOREFRONT, DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-BEARING MASONRY OR CONCRETE WALLS,
<br />WHERE THEY ARE TO ROUGH OPENINGS). IF ABOVE THE FIRST FLOOR, HEIGHT REFERENCES MAY BE TO THE NEXT LOWER FINISH FLOOR ELEVATION.
<br />4. LIGHTING HEIGHTS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO. EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL
<br />PENETRATIONS, UNO.
<br />5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A
<br />STEP OR VERTICAL “Z” AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES FROM THE FFE NEXT TO IT.
<br />GENERAL DEMOLITION NOTES
<br />1. CONTRACTOR SHALL EXECUTE THE DEMOLITION WORK AND SHALL REMOVE ALL DEBRIS BY METHODS TO AVOID
<br />IMPACTING THE OPERATION OF THE FACILITY. PRIOR TO BEGINNING OF DEMOLITION, THE CONTRACTOR SHALL
<br />NOTIFY THE OWNER IN ADVANCE AND OBTAIN PERMISSION FROM THE OWNER TO COMMENCE WORKING IN A
<br />SPECIFIC AREA.
<br />DEMOLITION DRAWINGS DO NOT SHOW OR CALL OUT EVERY ITEM FOR DEMOLITION OR REMOVAL BUT INDICATE A
<br />SCHEMATIC SENSE OF THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXTENT OF ALL DEMOLITION REQUIRED
<br />TO PROPERLY COMPLETE WORK SHOWN IN THE DOCUMENTS. SITE VISITATION IS IMPORTANT FOR AN
<br />UNDERSTANDING OF THE DEMOLITION SCOPE. REFER TO NEW ARCHITECTURAL, STRUCTURAL, PLUMBING, HVAC,
<br />ELECTRICAL, FOOD SERVICE AND OTHER DRAWINGS AS REQUIRED FOR LOCATION OF NEW WORK TO DETERMINE
<br />EXTENT OF DEMOLITION.
<br />2. SEE SPECIFICATION SECTIONS ‘SELECTIVE DEMOLITION’ ‘AND/OR CUTTING AND PATCHING’ FOR MORE INFORMATION.
<br />3. CONTRACTOR SHALL COORDINATE ALL NON-ATTACHED ITEMS, SUCH AS FURNISHINGS, MOBILE EQUIPMENT, DESKS,
<br />TABLES, CHAIRS, ETC., WITH THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OR WORK.
<br />ARTICLES HAVING VALUE INCLUDING FURNISHINGS, FIXTURES, EQUIPMENT, ETC. SHALL BE RETURNED TO THE
<br />OWNER OR OWNER'S REPRESENTATIVE FOR DISPOSITION.
<br />4. CONTRACTOR SHALL EXECUTE THE DEMOLITION WORK AND REMOVE ALL DEBRIS WITHOUT DAMAGING OR SOILING
<br />EXISTING ADJACENT EQUIPMENT, STRUCTURES, AND FINISHES THAT ARE TO REMAIN. ALL ADJACENT STRUCTURES
<br />AND FINISHES THAT ARE DAMAGED OR SOILED DUE TO DEMOLITION, THE REMOVAL OF DEBRIS, OR NEW
<br />CONSTRUCTION SHALL BE REPAIRED AS PART OF THIS GENERAL CONTRACT.
<br />5. CONTRACTOR SHALL EXECUTE THE DEMOLITION WORK BY METHODS TO AVOID IMPACTING THE NEW CONSTRUCTION.
<br />ALL NEW CONSTRUCTION THAT IS DAMAGED DUE TO DEMOLITION WORK SHALL BE REPAIRED AS PART OF THIS
<br />GENERAL CONTRACT.
<br />6. HAZARDOUS MATERIALS: THE OWNER, IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS,
<br />ACCOMPLISHED A GOOD FAITH HAZARDOUS MATERIALS INSPECTION. SEE THE HAZARDOUS MATERIALS INSPECTION
<br />REPORT AND REMOVAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. BEFORE PROCEEDING, THE CONTRACTOR
<br />SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION REGARDING HAZARDOUS MATERIALS REMOVAL &
<br />MITIGATION. NOTIFY ARCHITECT IF KNOWN OR SUSPECTED HAZARDOUS MATERIAL IS ENCOUNTERED.
<br />7. BEFORE PROCEEDING, THE CONTRACTOR SHALL VERIFY THAT THE REMOVAL OF EXISTING BUILDING COMPONENT(S)
<br />DOES NOT REQUIRE SHORING AND/OR BRACING. WHERE DEMOLITION WORK NECESSITATES THE PROVISION OF
<br />SHORING AND/OR BRACING, THE CONTRACTOR SHALL PROVIDE THE NECESSARY SHORING AND BRACING AS PART OF
<br />THE DEMOLITION SCOPE OF WORK.
<br />8. WHERE NECESSARY CONTRACTOR SHALL CUT, MOVE, OR REMOVE ITEMS TO PROVIDE ACCESS FOR DEMOLITION
<br />WORK AND NEW CONSTRUCTION. SUCH ITEMS INCLUDE BUT ARE NOT LIMITED TO FURNISHINGS, EQUIPMENT,
<br />UTILITIES, AND DEBRIS.
<br />9. FOR DEMOLITION OF PIPING AND RELATED ITEMS FOR PLUMBING: WHERE NECESSARY AND/OR INDICATED IN PLANS
<br />CONTRACTOR SHALL REMOVE ALL EXISTING PLUMBING FIXTURES, ALL RELATED FITTINGS AND PIPING
<br />CONNECTIONS. CUT OFF AND CAP PIPING AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE. WHERE PIPES
<br />ARE TO BE REMOVED BELOW FLOOR, REPAIR OPENING LEFT IN FLOOR, AS REQUIRED, TO MATCH THE EXISTING
<br />ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION. REFER
<br />TO PLUMBING DEMOLITION SHEETS AND NOTES FOR MORE IN FORMATION OF DEMOLITION OF ASSOCIATED ITEMS.
<br />10. FOR DEMOLITION OF DUCTWORK AND RELATED ITEMS FOR MECHANICAL: WHERE NECESSARY AND/OR INDICATED IN
<br />PLANS CONTRACTOR SHALL REMOVE ALL EXISTING H.V.A.C. EQUIPMENT INCLUDING DUCT WORK, HANGERS, GRILLS,
<br />DIFFUSERS, THERMOSTATS AND CONTROLS. REMOVE AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE.
<br />CUT OFF AND CAP DUCTING AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE. REPAIR ADJACENT
<br />SURFACES TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES
<br />READY FOR NEW CONSTRUCTION. REFER TO MECHANICAL DEMOLITION SHEETS AND NOTES FOR MORE IN
<br />FORMATION OF DEMOLITION OF ASSOCIATED ITEMS.
<br />11. FOR DEMOLITION OF EXISTING CONSTRUCTION AND STRUCTURE: WHERE NECESSARY AND/OR INDICATED IN PLANS,
<br />CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION, STRUCTURE, FASTENERS, AND ANCHORAGE. REMOVE
<br />AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE . REPAIR ADJACENT SURFACES, AS REQUIRED, TO MATCH
<br />THE EXISTING ADJACENT CONSTRUCTION, FIRE RATING, AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR
<br />NEW CONSTRUCTION.
<br />REFER TO STRUCTURAL DEMOLITION SHEETS AND NOTES FOR MORE IN FORMATION OF DEMOLITION OF ASSOCIATED
<br />ITEMS. REMOVE PORTIONS OF CONCRETE SLAB TO INSTALL NEW CONCRETE FOOTINGS, UTILITIES, ETC. UNLESS
<br />NOTED OTHERWISE, WORK SHALL INCLUDE CONCRETE FLOOR REPLACEMENT, INCLUDING REINFORCEMENT AND
<br />LEVELING TO MATCH EXISTING.
<br />12. FOR DEMOLITION OF WIRING AND RELATED ITEMS FOR ELECTRICAL: WHERE NECESSARY AND/OR INDICATED IN
<br />PLANS CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT INCLUDING CONDUIT, BOXES, WIRE
<br />CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS,
<br />AND LIGHTING FIXTURES. REMOVE AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE. REPAIR ADJACENT
<br />SURFACES, AS REQUIRED, TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL
<br />SURFACES READY FOR NEW CONSTRUCTION. ALL ABANDONED WIRING AND CONDUIT TO REMOVED TO THE POWER
<br />SOURCE. TURN ALL LIGHTING FIXTURES AND FIRE ALARM EQUIPMENT OVER TO OWNER OR OWNER'S
<br />REPRESENTATIVE FOR DISPOSITION. EXISTING WIRING, CONDUIT, ETC, OR PORTIONS THEREOF, REMOVED DURING
<br />DEMOLITION, SHALL NOT BE REUSED UNLESS SHOWN OTHERWISE. REFER TO ELECTRICAL DEMOLITION SHEETS AND
<br />NOTES FOR MORE IN FORMATION OF DEMOLITION OF ASSOCIATED ITEMS.
<br />13. FOR DEMOLITION OF PARTITIONS:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR SHALL
<br />REMOVE EXISTING PARTITION, INCLUDING ALL ELECTRICAL EQUIPMENT, CONDUIT, BOXES, WIRE CABLE, SUPPORTS,
<br />WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, OUTLETS, H.V.A.C CONTROLS, PIPING,
<br />VENTING, ANCHOR BOLTS, ETC. REPAIR ADJACENT WALLS, FLOOR, AND CEILINGS AS REQUIRED TO MATCH THE
<br />EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW
<br />CONSTRUCTION.
<br />14. FOR DEMOLITION OF WALL FINISHES:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR SHALL
<br />REMOVE EXISTING PARTITION OR EXTERIOR WALL FINISHES. REMOVE FINISHES FROM EXISTING STUDS AS
<br />REQUIRED TO INSTALL NEW SEISMIC BRACING/SHEATHING. REMOVE ALL EXTERIOR FINISHES AND SIDING DOWN TO
<br />THE EXISTING SHEATHING WHEREFINISH REMOVAL SHOWN. ON PLANS. REPAIR ADJACENT WALLS, FLOOR, AND
<br />CEILINGS AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL
<br />SURFACES READY FOR NEW CONSTRUCTION.
<br />15. FOR DEMOLITION OF DOOR & WINDOW ASSEMBLIES:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE
<br />CONTRACTOR SHALL REMOVE EXISTING DOOR & WINDOW ASSEMBLIES INCLUDING ANY AND/OR ALL FRAMES, TRIM,
<br />STRAPS, ANCHORS, HARDWARE, GLAZING, AND THRESHOLDS. HEADERS MAY BE REMOVED OR REMAIN IN PLACE,
<br />DEPENDING ON NEW WORK REQUIREMENTS. REPAIR ADJACENT WALLS AND FLOORS AS REQUIRED TO MATCH THE
<br />EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW
<br />CONSTRUCTION.
<br />16. FOR DEMOLITION OF FLOOR AND WALL CERAMIC TILE:WHERE NECESSARY AND/OR INDICATED IN PLANS, THE
<br />CONTRACTOR SHALL REMOVE EXISTING FLOOR AND WALL CERAMIC TILES. REMOVE SETTING BEDS AS REQUIRED TO
<br />BE FLUSH WITH THE ADJACENT SURFACE. REPAIR ADJACENT SURFACES, AS REQUIRED, TO MATCH THE EXISTING
<br />ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION.
<br />17. FOR DEMOLITION OF FLOOR COVERINGS:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR
<br />SHALL REMOVE FLOOR COVERINGS AND WALL BASE INCLUDING ADHESIVES, GROUTING BEDS, FASTENERS,
<br />TRANSITION STRIPS, ETC., REPAIR ADJACENT SURFACES, AS REQUIRED, TO MATCH THE EXISTING ADJACENT
<br />CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION.
<br />18. FOR DEMOLITION OF CEILINGS:WHERE NECESSARY AND/OR INDICATED IN PLANS, THE CONTRACTOR SHALL REMOVE
<br />EXISTING ACOUSTICAL TILES OR GYP. BOARD CEILINGS, CEILING SUPPORT SYSTEMS, LIGHT FIXTURES, GRILLES,
<br />DIFFUSERS, EXIT SIGNS, ELECTRICAL COMMUNICATIONS DEVICES, INSULATION, AND OTHER CEILING APPARATACIES.
<br />PREPARE ROOM FOR NEW CEILING ASSEMBLY. REPAIR ADJACENT SURFACES, AS REQUIRED, TO MATCH THE
<br />EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW
<br />CONSTRUCTION.
<br />19. FOR DEMOLITION OF CASEWORK:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR SHALL
<br />REMOVE ALL EXISTING CASEWORK, BASE CABINETS, COUNTERTOPS, WALL CABINETS, STORAGE UNITS, AND WALL
<br />MOUNTED SHELVING INCLUDING THE REMOVAL OF ALL ANCHORAGE AND SUPPORT ITEMS RELATED TO
<br />INSTALLATION. DISCONNECT ALL ELECTRICAL WIRING, CONDUITS, AND CONTROLS . REPAIR ADJACENT SURFACES,
<br />AS REQUIRED, TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES
<br />READY FOR NEW CONSTRUCTION. WHERE PARTIAL DEMOLITION OF CASEWORK OCCURS FINISH NEW EDGE TO
<br />MATCH EXISTING ADJACENT CASEWORK CONSTRUCTION AND FINISH.
<br />20. FOR DEMOLITION OF OPENINGS: WHERE NECESSARY AND/OR INDICATED IN PLANS, THE CONTRACTOR SHALL
<br />PROVIDE AN OPENING. THE CONTRACTOR SHALL PROVIDE METHOD OF BRACING AND SUPPORT OF EXISTING
<br />STRUCTURE AS REQUIRED TO IMPLEMENT THE REQUIRED OPENING.
<br />21. FOR DEMOLITION OF MISCELLANEOUS EQUIPMENT:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE
<br />CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS EQUIPMENT ATTACHED TO WALLS, FLOOR OR CEILINGS
<br />INCLUDING MOUNTING BRACKETS, ANCHORAGE, AND OTHER ITEMS RELATED TO THE EQUIPMENT INSTILLATION.
<br />REPAIR ADJACENT SURFACES, AS REQUIRED, TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH.
<br />PROVIDE CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION.
<br />22. FOR DEMOLITION OF FIRE EXTINGUISHERS CABINETS:WHERE NECESSARY AND/OR INDICATED IN PLANS, THE
<br />CONTRACTOR SHALL REMOVE EXISTING FIRE EXTINGUISHERS AND CABINETS. RELOCATE SALVAGED FIRE
<br />EXTINGUISHER OR RETURN FIRE EXTINGUISHER TO OWNER OR THE OWNER'S REPRESENTATIVE FOR DISPOSITION.
<br />REPAIR WALL CAVITY, AS REQUIRED, TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE
<br />CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION.
<br />23. FOR DEMOLITION OF ESCALATOR: WHERE NECESSARY AND/OR INDICATED IN PLANS, CONTRACTOR SHALL REMOVE
<br />ALL EXISTING ESCALATOR EQUIPMENT INCLUDING MOTORS, HANDRAILS, CONDUITS, SUPPORTS, AND SAFETY
<br />SWITCHES. REMOVE AS REQUIRED TO BE FLUSH WITH THE ADJACENT SURFACE. REPAIR ADJACENT SURFACES, AS
<br />REQUIRED, TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND FINISH. PROVIDE CLEAN LEVEL SURFACES
<br />READY FOR NEW CONSTRUCTION. ALL ABANDONED WIRING AND CONDUIT TO REMOVED TO THE POWER SOURCE.
<br />EXISTING WIRING, CONDUIT, ETC, OR PORTIONS THEREOF, REMOVED DURING DEMOLITION, SHALL NOT BE REUSED
<br />UNLESS SHOWN OTHERWISE. REFER TO ELECTRICAL DEMOLITION SHEETS AND NOTES FOR MORE IN FORMATION OF
<br />DEMOLITION OF ASSOCIATED ITEMS.
<br />24. FOR DEMOLITION OF STAIRS:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR SHALL REMOVE
<br />EXISTING STAIR ASSEMBLIES INCLUDING ANY AND/OR ALL FRAMES, SUPPORTS, ANCHORS, LANDINGS AND RAILINGS.
<br />REPAIR ADJACENT WALLS AND FLOORS AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND
<br />FINISH. PROVIDE CLEAN LEVEL SURFACES READY FOR NEW CONSTRUCTION.
<br />25. FOR DEMOLITION OF ROOFING:WHERE NECESSARY AND/OR INDICATED IN PLANS , THE CONTRACTOR SHALL REMOVE
<br />EXISTING ROOFING DOWN TO SHEATHING AND PROTECT ROOF SHEATHING.
<br />26. IN ADDITION TO DEMOLITION SHOWN, CUT, MOVE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS OR TO
<br />ALLOW DEMOLITION WORK TO PROCEED. INCLUDE SUCH ITEMS AS: REMOVAL OF ABANDONED PIPING, CONDUIT, AND
<br />WIRING. ALL OPENINGS AND VOIDS LEFT SHALL BE REPAIRED, AS REQUIRED, TO MATCH THE EXISTING ADJACENT
<br />CONSTRUCTION AND FINISH.
<br />27. IN ADDITION TO DEMOLITION SHOWN, CUT, MOVE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS OR TO
<br />VERIFY EXISTING UTILITY CONNECTIONS, AS WELL AS, EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL, AND
<br />PLUMBING CONDITIONS. ALL OPENINGS AND VOIDS LEFT SHALL BE REPAIRED, AS REQUIRED, TO MATCH THE
<br />EXISTING ADJACENT CONSTRUCTION AND FINISH.
<br />28. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT, PIPING, DUCTS, ETC,
<br />SHALL BE PROPERLY SEALED TO MAINTAIN PROPER FIRE RATINGS.
<br />29. CONTRACTOR SHALL EXECUTE ALL NEW WORK REQUIRED IN EXISTING CONSTRUCTION IN SUCH A MANNER AS TO
<br />FULLY CONCEAL ALL THE EFFECTS OF INTEGRATING NEW MATERIALS WITH EXISTING SIMILAR MATERIALS. PROVIDE
<br />NEW CONSTRUCTION THAT BLENDS WITH EXISTING ADJACENT OR ABUTTING SURFACES WITHOUT OBVIOUS BREAKS
<br />JOINTS OR CHANGES OF SURFACE APPEARANCE UNLESS SPECIFICALLY SHOWN OTHERWISE. WHEN EXISTING
<br />SURFACE FINISH CANNOT BE MATCHED, REFINISH ENTIRE SURFACE TO NEAREST INTERSECTION.
<br />30. CONTRACTOR SHALL EXECUTE ALL NEW WORK REQUIRED IN EXISTING CONSTRUCTION BY BONDING, LAPPING,
<br />MECHANICAL TIES, ANCHORING, OR OTHER EFFECTIVE MEANS THAT WILL PREVENT CRACKS.
<br />REN. 4/30/25
<br />No. C-11043
<br />RICHARD S.YEN
<br />STATE OF CALIFORNIA
<br />REGISTERED ARCHITEC
<br />T
<br />2024-06-11
<br />1327 S Grand Ave
<br />12/12/2024
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