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09 00 00 FINISHES CONTINUED 01 00 00 GENERAL REQUIREMENTS
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<br />01 00 00 GENERAL REQUIREMENTS
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<br />01 00 00 GENERAL REQUIREMENTS08 00 00 OPENINGS CONTINUED
<br />3 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND AWARD OF THE CONTRACT ASSUMES FULL
<br />RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE
<br />NOTES AND DRAWINGS, AND WILL BE EXPECTED TO COMPLY WITH THE DESIGN INTENT AS WELL AS ALL OF THE
<br />PRINTED AND WRITTEN CONSTRUCTION DOCUMENTS.
<br />01 41 00 - REGULATORY REQUIREMENTS
<br />1 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND ANY TENANTS' CONTRACTORS SHALL SUBMIT
<br />CERTIFICATES TO THE BUILDING MANAGER AND OWNER UPON COMPLETION OF WORK, INCLUDING BUT NOT
<br />LIMITED TO THE FOLLOWING:
<br />A) FIREPROOF WOOD TEST REPORT (IF REQUIRED)
<br />B) ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY:
<br />1) DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY
<br />2) BOARD OF FIRE UNDERWRITERS
<br />2 PROVIDE CERTIFICATION OF THAT ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES MEET THE
<br />REQUIREMENTS OF TITLE 24 AND CALGREEN.
<br />3 ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR
<br />FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED
<br />ON THE DRAWINGS.
<br />4 WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT
<br />REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE
<br />WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS
<br />SHALL BE FURNISHED AND PROVIDED IN ALL CASES.
<br />5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR
<br />THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES TO OWNER AND SAA.
<br />01 51 00 - TEMPORARY UTILITIES
<br />1 THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY POWER, LIGHTS, WATER, HEAT, AND ANY
<br />OTHER TEMPORARY UTILITIES REQUIRED THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED TO
<br />COMPLETE THE WORK.
<br />01 56 00 - TEMPORARY ENCLOSURES
<br />1 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER THE JOB TO PREVENT
<br />DIRT OR DUST FROM LEAVING THE JOB SITE.
<br />01 57 00 - TEMPORARY CONTROLS
<br />1 "CONSTRUCTION DUST CONTROL": DURING CONSTRUCTION, DUST CONTROL MEASURES SHALL BE REQUIRED.
<br />GRADING WILL BE DISCONTINUED DURING FIRST-STAGE SMOG ALERTS AND SUSPENDED DURING PERIODS OF
<br />HIGH WINDS (I.E.: OVER 15 MPH). ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED
<br />BELOW THE SIDEBOARDS TO MINIMIZE DUST. EXERCISE MEASURES TO REMOVE DIRT FROM WHEELED
<br />VEHICLES BEFORE ENTERING THE PUBLIC WAY.
<br />01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS
<br />1 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND
<br />RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE
<br />CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS
<br />WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.
<br />2 CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED A PUNCHLIST AND THE
<br />PUNCHLIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER
<br />MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH HIS FINAL
<br />APPLICATION FOR PAYMENT.
<br />01 71 33 - PROTECTION OF ADJACENT CONSTRUCTION
<br />1 THE GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO
<br />PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL
<br />IS TO BE KEPT CLOSED AT ALL TIMES.
<br />2 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING
<br />BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, FRAMES,
<br />ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC.
<br />3 THE CONTRACTOR SHALL AT NO TIME DO ANY WORK OR PLACE ANY CONSTRUCTION THAT MAY AFFECT THE
<br />OPERATIONS OF OTHER TENANTS, INCLUDING ANY INTERRUPTIONS IN THE SUPPLY OF POWER OR OTHER
<br />UTILITIES, WITHOUT FIRST NOTIFYING THE BUILDING OWNER AND OBTAINING PERMISSION FROM THEM TO
<br />PROCEED.
<br />01 73 29 - CUTTING AND PATCHING
<br />1 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO
<br />MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES
<br />SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES.
<br />2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS AND PATCHING REQUIRED FOR THE
<br />INSTALLATION OF ALL WORK.
<br />3 THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES IN MASONRY PARTITIONS.
<br />4 ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW
<br />CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH IMMEDIATE EXISTING ADJACENT
<br />AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED.
<br />5 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION
<br />SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED.
<br />6 CONTRACTOR TO VERIFY WITH OWNER IF X-RAY IS REQUIRED PRIOR TO CORE DRILLING. X-RAY FLOOR PRIOR TO
<br />THE COMMENCEMENT OF ANY FLOOR CORING. AVOID CORING THROUGH ANY EXISTING STEEL REINFORCEMENT.
<br />01 74 00 - CLEANING AND WASTE MANAGEMENT
<br />1 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN
<br />FORCES AND OTHER SUBCONTRACTORS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF CARPET AND CABINET
<br />INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC. AND PROVIDE FOR ITS REMOVAL FROM THE SITE.
<br />2 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, THE CONTRACTOR AND EACH TRADE SHALL BE
<br />RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION
<br />OF THE OWNER, AND SAA UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR.
<br />3 THE EXISTING TO REMAIN, EXISTING RELOCATED OR NEW ITEMS INSTALLED BY THE GENERAL
<br />CONTRACTOR IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE
<br />THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER ALGAZE ASSOCIATES PRIOR TO BEING TURNED
<br />OVER TO THE OWNER.
<br />4 THE EXISTING BUILDING TOILET FACILITIES, IF UTILIZED DURING CONSTRUCTION BY CONTRACTOR PERSONNEL,
<br />SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR
<br />MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND THOROUGHLY CLEANED TO THE
<br />SATISFACTION OF SHLEMMER ALGAZE ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER.
<br />5 ITEMS THAT ARE TO BE REMOVED AND LATER REINCORPORATED INTO THE PROJECT ARE TO BE CLEANED, STORED,
<br />AND REPAIRED IF NECESSARY. SEE SHEETS A1.0 AND A2.0 FOR REUSE OF EXISTING MATERIALS.
<br />02 41 00 DEMOLITION
<br />02 41 19.16 - SELECTIVE INTERIOR DEMOLITION
<br />1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO COMPLETE DEMOLITION
<br />AND REMOVAL OF ALL ITEMS AS INDICATED IN SAA DRAWINGS OR AS OTHERWISE DIRECTED BY SAA.
<br />2 THE GENERAL CONTRACTOR SHALL FURNISH BUILDING MANAGEMENT AND SAA WITH A COMPLETE INVENTORY
<br />LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK.
<br />3 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK IN COMPLIANCE WITH THE REGULATIONS OF THE
<br />AUTHORITY HAVING JURISDICTION OVER THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, NOISE
<br />ORDINANCE, INCLUDING ACCEPTABLE HOURS FOR OVERTIME WORK REQUIRED.
<br />4 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO
<br />OWNER OR AS OTHERWISE NOTED.
<br />5 THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION,
<br />INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, INCLUDING WIRING AND
<br />EQUIPMENT.
<br />6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS, ETC.) CAUSES ANY UNEVENNESS
<br />IN CONCRETE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING.
<br />3 THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO DETERMINE THE REQUIREMENTS OF THE
<br />BUILDING OWNER TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF
<br />CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL ANY SPECIAL BUILDING
<br />REQUIREMENTS WHICH WILL AFFECT THEIR WORK (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL
<br />MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COST). THE GENERAL INTENT IS THAT
<br />ALL CONSTRUCTION WORK SHALL BE DONE ON REGULAR TIME EXCEPT FOR NOISE GENERATING
<br />CONSTRUCTION.
<br />4 CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. IT
<br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK
<br />ON THE PREMISES, INCLUDING THE FOLLOWING:
<br />A) DATE AND TIME OR DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING
<br />JURISDICTION OVER PREMISES. OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY
<br />CONTRACTOR.
<br />B) BUILDING CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS,
<br />CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED BY THE CONTRACTOR BEFORE DELIVERY TO ASSURE
<br />ITEMS WILL FIT INTO SPACE.
<br />C) ALL CHARGES INVOLVING THE INSTALLATION AND/OR OPERATION OF A HOIST SYSTEM, IF REQUIRED, SHALL BE
<br />BORNE BY THE CONTRACTOR. CHARGES INVOLVING THE TEMPORARY REMOVAL AND REINSTALLATION OF
<br />WINDOW SASH AND/OR FIXED PANELS REQUIRED FOR DELIVERY SHALL BE BORNE BY THE CONTRACTOR.
<br />5 THE GENERAL CONTRACTOR, HIS SUBCONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT
<br />SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED
<br />TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE
<br />BORNE BY THE PARTY RESPONSIBLE THEREFORE.
<br />6 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE IN DATE,
<br />CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY SAA AND OWNER AS WELL AS TO
<br />PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES.
<br />01 33 00 - SUBMITTAL PROCEDURES
<br />1 THE GENERAL CONTRACTOR SHALL PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL BY SAA.
<br />CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE
<br />BUT NOT BE LIMITED TO THE FOLLOWING: 9” X 12” BRUSH-OUT SAMPLES OF ALL PAINT COLORS SPECIFIED,
<br />SAMPLES OF ALL CARPETS, ALL SPECIFIED FLOOR AND BASE MATERIALS, SAMPLES OF ALL WALL FINISHES, SAMPLES
<br />OF SPECIFIED CABINET FINISHES, SAMPLES OF CEILING GRID AND CEILING TILE, CUTSHEETS OF LIGHTING FIXTURES,
<br />DOOR/FRAME AND BUILDERS HARDWARE, CASEWORK SHOP DRAWINGS, CASEWORK HARDWARE SUBMITTALS,
<br />AND ANY OTHER MATERIALS SPECIFIED.
<br />2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND EQUIPMENT/FIXTURE
<br />CUTSHEETS TO SAA FOR REVIEW. CONTRACTOR SHALL PROVIDE THREE (3) COPIES. SAA SHALL HAVE TEN (10)
<br />WORK DAYS FOR SHOP DRAWING REVIEW TURNAROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS
<br />AND CUTSHEETS MARKED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY.
<br />CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS.
<br />3 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO
<br />MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE
<br />SO REQUIRED.
<br />4 WHERE THE TERMS “NO EXCEPTION”, "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO",
<br />"ACCEPTABLE" OR ANY OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE
<br />UNDERSTOOD THAT REFERENCE IS MADE TO THE SOLE INTERPRETATION AND JUDGMENT OF SAA.
<br />01 35 00 - SPECIAL PROCEDURES - HEALTH, SAFETY
<br />1 SHLEMMER ALGAZE ASSOCIATES IS UNAWARE OF ANY EXISTING ASBESTOS WITHIN THE AREA OF NEW WORK. IT
<br />IS THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR & HIS SUBS OF ANY ASBESTOS
<br />CONTAINING MATERIAL OR OTHER HAZARDOUS MATERIALS WITHIN THE FACILITY AND TO PROPERLY REMEDIATE.
<br />THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL
<br />WORKERS & OCCUPANTS. NOTIFY THE OWNER IMMEDIATELY IF ANY ASBESTOS CONTAINING MATERIAL IS
<br />IDENTIFIED, OR IF ANY HAZARDOUS MATERIAL IS SUSPECTED.
<br />01 35 16 - ALTERATION PROJECT PROCEDURES
<br />1 THE WORK OF THIS PROJECT INCLUDES ALTERATIONS OF THE EXISTING BUILDING TO ACHIEVE THE ARRANGEMENT
<br />INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF
<br />DEMOLITION WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS FOR THESE
<br />AREAS SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE
<br />EXISTING WIRING AND HVAC DISTRIBUTION AS NECESSARY TO ACCOMMODATE THE CHANGES AND ADDITIONS
<br />SHOWN AND TO PROVIDE CONTINUING ELECTRICAL AND HVAC SERVICES FOR THOSE EXISTING PORTIONS OF THE
<br />PROJECT WHICH ARE TO REMAIN IN OPERATION.
<br />2 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR WORK
<br />AND ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. ANY
<br />COSTS FOR PATCHING AND REPLACING OF DAMAGED WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR.
<br />3 IN AREAS WHERE THERE ARE NO ALTERATIONS INDICATED THE EXISTING FACILITIES SHALL BE RETAINED IN
<br />SERVICE. IN CASE OF DOUBT ASSUME THAT THE EXISTING ELECTRICAL WIRING IS TO REMAIN IN OPERATION
<br />THROUGHOUT THE CONSTRUCTION PERIOD AND THEREAFTER.
<br />4 THE ALTERATION OF THE EXISTING BUILDING IS WORK OF A COMPLEX NATURE WHICH WILL REQUIRE ACCURATE
<br />PLANNING, CAREFUL PREPARATION AND EXECUTION, ATTENTION TO DETAIL AND CLOSE SUPERVISION BY THE
<br />CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO PERFORM THIS WORK IN FULL COOPERATION WITH THE
<br />OTHER CONSTRUCTION TRADES AND SUBJECT TO AN ACCEPTABLE SCHEDULE.
<br />5 ALL WOODWORK, BLOCKING, GROUNDS, ETC. TO BE FIRE RETARDANT TREATED.
<br />6 THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO
<br />THE CLIENT.
<br />7 THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE ALL COSTS, (INCLUDING OVERTIME WORK) FOR
<br />REMOVAL, NEW INSTALLATION AND REINSTALLATION WORK FOR ANY PLUMBING, CEILING (TAKE-DOWN AND
<br />REINSTALLATION), ELECTRICAL, TELEPHONE COMMUNICATIONS EQUIPMENT OR HVAC WORK WITHIN CEILING
<br />PLENUM.
<br />8 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE
<br />ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR
<br />TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE.
<br />9 ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET
<br />SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED
<br />EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY.
<br />10 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL
<br />OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), BY FIRE DEPARTMENT REGULATIONS, AND AS SHOWN ON SAA
<br />DRAWINGS.
<br />11 THE GENERAL CONTRACTOR SHALL REPLACE ALL BROKEN OR CRACKED WINDOW GLAZING. ALL WINDOW SASHES
<br />SHALL BE INSPECTED BY THE CONTRACTOR AND ALL INOPERABLE CONDITIONS SHALL BE REPAIRED.
<br />12 EACH TRADE SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING SEALANTS WHERE SHOWN ON DRAWINGS
<br />OR WHERE REQUIRED.
<br />13 PROVIDE STRUCTURAL SUPPORTS AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT
<br />FIXTURES.
<br />14 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT
<br />RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A
<br />RESULT OF EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH
<br />AS REQUIRED ALL OPENINGS TO MATCH IMMEDIATE ADJACENT AREA IN MATERIAL, FINISH AND FIRE RATING.
<br />15 WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL
<br />ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAG BOLTS, NAILS, NAILERS, SHIMS, ETC.) REQUIRED FOR A
<br />SMOOTH AND EVEN TRANSITION.
<br />16 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS,
<br />STOPS, ETC. FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING
<br />WHENEVER DOOR FRAMES HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE
<br />DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING. GENERAL CONTRACTOR SHALL REMOVE ALL
<br />EXISTING DAMAGED FINISHES AND INSTALL NEW SURFACES TO THE SATISFACTION OF SAA. ALL OTHER
<br />DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE
<br />SATISFACTION OF SAA.
<br />17 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES. WHERE, AS A RESULT OF
<br />DEMOLITION, EXISTING PLASTER HAS BEEN REMOVED AND NEW FINISHED SURFACES WILL NOT ALIGN WITH
<br />EXISTING, CONTRACTOR SHALL INSTALL NEW CORNER BEADS AND STOPS AND ENTIRE SURFACE SHALL BE RE-
<br />PLASTERED TO A SMOOTH, FLUSH, ALIGNED SURFACE.
<br />01 40 00 - QUALITY REQUIREMENTS
<br />1 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL
<br />TYPE OF CONSTRUCTION QUALITY DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF
<br />CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT.
<br />2 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON
<br />SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES.
<br />01 11 00 - SUMMARY OF WORK
<br />1 TENANT IMPROVEMENT WORK ON ±8,070 SQ. FT. OF THE TOTAL 6TH FLOOR AREA. EXPANSION OF EXISTING
<br />SUITE 650 CHANGE FROM ±4,556 SQ. FT. TO ±8,070 SQ. FT. WITH NEW DEMISING WALL. EXISTING SUITE 625
<br />CHANGED FROM ±6,865 SQ. FT. TO ±3,597 SQ. FT. NEW WALL, POWER, LIGHTING AND FINISHES.
<br />2 THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA
<br />FORM A-201 CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY
<br />MODIFIED BELOW AND/OR BY THE OWNER/CONTRACTOR AGREEMENT.
<br />3 THE GENERAL CONTRACTOR SHALL NOTIFY SHLEMMER ALGAZE ASSOCIATES (SAA) IMMEDIATELY IF HE CANNOT
<br />COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS.
<br />4 THE GENERAL CONTRACTOR SHALL NOTIFY SAA IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS
<br />BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND
<br />REQUEST CLARIFICATION.
<br />5 ALL SAA DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY
<br />EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF
<br />DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.
<br />6 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE
<br />OWNER, AND AS REQUIRED IN THE OWNER-CONTRACTOR AGREEMENT.
<br />01 23 00 - ALTERNATES
<br />1 ALL ASSEMBLIES OR DETAILS MARKED AS ALTERNATES TO BASE REQUIREMENTS SHALL BE PRICED INDIVIDUALLY.
<br />NOTE THAT ALTERNATES MAY BE EITHER ADDITIVE OR DEDUCTIVE. BID FORM SHALL ITEMIZE ALL ALTERNATES.
<br />01 25 00 - SUBSTITUTION PROCEDURES
<br />1 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT
<br />SUBSTITUTIONS, ON FORM APPROVED BY SAA, OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY SAA.
<br />CONTRACTOR SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. SAA SHALL
<br />RESPOND IN TEN WORKING DAYS FROM RECEIPT OF SUBMITTAL AS TO ACCEPTANCE OR REJECTION OF
<br />PROPOSED SUBSTITUTION. NO REQUEST FOR SUBSTITUTIONS SHALL BE REVIEWED OR ACCEPTED AFTER THE
<br />INITIAL TIME LIMIT HAS PASSED.
<br />01 26 00 - CONTRACT MODIFICATION PROCEDURES
<br />1 THE OWNER WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY
<br />ALTERING, ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED
<br />ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT
<br />EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF
<br />ORDERING SUCH CHANGE.
<br />2 IF THE GENERAL CONTRACTOR DETERMINES THAT ANY REVISION TO DRAWINGS INVOLVE EXTRA COST UNDER THIS
<br />CONTRACT, HE SHALL GIVE SHLEMMER ALGAZE ASSOCIATES WRITTEN NOTICE THEREOF WITHIN REASONABLE
<br />AMOUNT OF TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. THE REQUEST SHALL INCLUDE A COMPLETE
<br />DESCRIPTION OF THE WORK BEING PERFORMED, LOCATION OF THE WORK, MATERIALS BEING USED, AND ANY
<br />OTHER COSTS. BEFORE PROCEEDING TO EXECUTE THE WORK, THE PROCEDURE SHALL BE AS PROVIDED FOR IN THE
<br />OWNER-CONTRACTOR AGREEMENT. NO EXTRA COSTS SHALL BE VALID UNLESS APPROVED IN WRITING BY THE
<br />OWNER AND ARCHITECT. UNLESS OTHERWISE AGREED, NO PAYMENT WILL BE MADE WITHOUT WRITTEN
<br />APPROVAL.
<br />01 29 00 - PAYMENT PROCEDURES
<br />1 THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER OR OWNER
<br />DESIGNATED AGENT FOR REVIEW AND APPROVAL. THE FORM OF THE APPLICATION FOR PAYMENT SHALL BE AIA
<br />DOCUMENT G702, SUPPORTED BY AIA DOCUMENT G702A CONTINUATION SHEET. A 10% RETAINAGE OF EACH
<br />APPLICATION FOR PAYMENT SHALL BE WITHHELD BY THE OWNER UNTIL RELEASE OF FINAL PAYMENT UNLESS
<br />NOTED OTHERWISE IN THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR.
<br />01 31 00 - PROJECT MANAGEMENT AND COORDINATION
<br />1 INTENT OF THE DRAWINGS IS TO SHOW EXISTING BUILDING CONDITIONS WITH INFORMATION DEVELOPED FROM
<br />AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXISTING CONDITIONS PERTAINING
<br />TO THE WORK BEFORE COMMENCING ANY DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL
<br />REPORT DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT.
<br />2 LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER
<br />ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING.
<br />3 DIMENSION CONVENTIONS:
<br />A) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED.
<br />B) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OF
<br />MATERIALS.
<br />C) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED.
<br />D) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE
<br />NOTED.
<br />E) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING.
<br />F) VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED.
<br />G) DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK
<br />BEFORE CLARIFYING WITH ARCHITECT.
<br />H) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO
<br />ARCHITECT.
<br />4 DEFINITION OF TERMINOLOGY:
<br />I) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED.
<br />J) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.
<br />K) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE.
<br />L) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.
<br />M) "INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.
<br />N) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.
<br />5 BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES
<br />WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE
<br />DIFFICULTIES THAT ATTEND TO ITS EXECUTION. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT
<br />AND MAKE THE OWNER AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENTS.
<br />IF REQUIRED ITEMS ARE MISSING, THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE
<br />OWNER DURING THE BIDDING PERIOD.
<br />6 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN
<br />MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,
<br />WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.
<br />7 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AS IT RELATES TO
<br />THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS. VERIFY DIMENSIONS AND ORIENTATION ON PLANS
<br />AND ELEVATIONS. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS.
<br />8 THE GENERAL CONTRACTOR SHALL PROVIDE TO ALL SUBCONTRACTORS COMPLETE SETS OF WORKING
<br />DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT
<br />AVAILABLE TO SUBCONTRACTOR.
<br />9 MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC.
<br />10 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS OR
<br />SUBMITTING BIDS.
<br />11 THESE DRAWINGS ARE FOR DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE
<br />CONDITIONS, AND INFORM SAA OF ANY CONFLICTS OR ANY ADDITIONAL WORK NECESSARY TO PROVIDE A
<br />COMPLETE FINISHED PROJECT, PRIOR TO SUBMITTING BIDS.
<br />12 ARCHITECTURAL DOCUMENTS SUPERSEDE ENGINEERING DRAWINGS. IN THE EVENT A DISCREPANCY OCCURS THAT
<br />HAS AESTHETIC RAMIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION.
<br />13 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND
<br />CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE
<br />MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK.
<br />14 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL OR EQUIPMENT
<br />TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN
<br />CONNECTION WITH THIS CONTRACT. OWNER WILL ONLY PAY FOR INSTALLED PRODUCTS AND EQUIPMENT.
<br />01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION
<br />1 PRIOR TO BEGINNING ANY WORK THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE
<br />SHOWING THE CHRONOLOGICAL PHASE OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE
<br />PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS
<br />START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. CONTRACTOR TO VERIFY AVAILABILITY OF ALL
<br />PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT
<br />COMPLETION DATE. PRODUCTS MAY REQUIRE A LONG LEAD TIME. CONTRACTOR SHALL TAKE INTO ACCOUNT IN
<br />HIS SCHEDULE ALL LONG LEAD ITEMS, AND PLAN ACCORDINGLY SO AS TO NOT DELAY COMPLETION OF THE
<br />PROJECT.
<br />2 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE
<br />WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMAN AND TRADESMAN REQUIRED TO COMPLETE THE JOB.
<br />08 00 00 OPENINGS
<br />08 10 00 - DOORS AND FRAMES
<br />1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED FRAMES AND ASSEMBLIES AS SHOWN ON
<br />SHLEMMER ALGAZE ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. COORDINATE OVERALL DOOR FRAME
<br />DEPTHS WITH WALL TYPES. DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO
<br />FABRICATION AND INSTALLATION.
<br />09 00 00 FINISHES
<br />09 22 16.13 - NON-STRUCTURAL METAL STUD FRAMING
<br />1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS DESIGNATED ON SAA DRAWINGS.
<br />2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL WALL TYPE AND WALL RATING MARKINGS ON THE FINISH
<br />FLOOR OF ALL PARTITIONS FOR SAA REVIEW.
<br />3 UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH FACE OF NEW WALLS, AND/OR
<br />FINISH FACE OF EXISTING WALLS. ALL HEIGHTS ARE FROM THE TOP OF THE FINISHED FLOOR UNLESS OTHERWISE
<br />NOTED.
<br />4 WALL SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION
<br />WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED.
<br />5 ALL PARTITIONS SHALL BE SECURELY ANCHORED AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY
<br />THE STATE AND LOCAL CODES.
<br />6 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS, AND FOR ALL
<br />DUCT WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE OPENINGS
<br />ARE TO BE COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTORS SHOP
<br />DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION.
<br />7 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR
<br />MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE
<br />COORDINATED WITH SAA PRIOR TO FINAL INSTALLATION.
<br />8 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO A CHANGE ORDER FOR OPENING ANY PARTITIONS
<br />BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS.
<br />9 SAA SHALL HAVE THE RIGHT TO REVIEW AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF WALL TRACK.
<br />SAA IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS
<br />DESIGNATED ON PLAN OR ANY APPARENT CONSTRUCTION CONFLICTS.
<br />10 THE GENERAL CONTRACTOR IS TO VERIFY, PRIOR TO BID, THE RATING OF THE EXISTING PARTITIONS, COLUMNS,
<br />ETC. THE GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF
<br />GREATER THEN 1 HOUR WHERE REQUIRED TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS
<br />INDICATED ON THE DRAWINGS.
<br />11 STANDARD DRYWALL STUDS SHALL BE ELECTRO-GALVANIZED STEEL WITH PUNCHED UTILITY OPENINGS AND
<br />KNURLED FLANGE WITH AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT WHERE 20
<br />GAUGE OR HEAVIER IS SHOWN OR REQUIRED ON THE DRAWINGS.
<br />12 GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCEEDS CODE COMPLIANCE,
<br />PROVIDE HEAVIER GAUGE STUDS OR DECREASE STUD SPACING AS NECESSARY TO CONFORM TO CODE.
<br />13 ALL INTERIOR PARTITIONS HAVE BEEN DESIGNED COMPLIANT TO 2022 CBC 1607.5 AND CAN WITHSTAND A
<br />HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-9.0.
<br />14 ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIREMENTS PER 2022 CBC TABLE 721.1(2)
<br />ITEM # 13-1.1
<br />15 ALL PIPE AND CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED WITH
<br />APPROVED FIRE RATED CAULKING MATERIAL, AND ALL DUCTWORK FITTED WITH APPROPRIATELY SIZED FIRE
<br />DAMPERS.
<br />09 29 00 - GYPSUM BOARD
<br />1 ALL GYPSUM BOARD CONSTRUCTION IS TO MEET THE GYPSUM ASSOCIATION STANDARDS.
<br />2 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND J-MOULD TRIM AT ALL
<br />EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS.
<br />3 ALL DRYWALL SHALL BE INSTALLED WITH VERTICAL JOINTS ONLY. ALL JOINTS SHALL OCCUR AT STUDS
<br />ONLY. USE APPROPRIATE SIZE AND LENGTH FASTENERS TO SUIT APPLICATION.
<br />4 GYPSUM BOARD FINISH SHALL BE AS REQUIRED BY SAA AND APPROPRIATE TO THE TYPE OF WALL AND LOCATION
<br />SERVED.
<br />09 30 00 - TILING
<br />1 CERAMIC TILE INSTALLATION METHOD - (DRY METHOD). CONTRACTOR TO INSTALL CERAMIC TILE IN
<br />ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND
<br />COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F113-89. VERTICAL APPLICATION SHALL
<br />MEET ANSI/TCA METHOD W242-89, GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR
<br />STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER ALGAZE ASSOCIATES. PROVIDE ALL
<br />NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE
<br />TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE
<br />THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR
<br />FINISH.
<br />2 CERAMIC TILE INSTALLATION METHOD - (WET METHOD). CONTRACTOR IS TO INSTALL CERAMIC TILE IN
<br />ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND
<br />COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F122-89. VERTICAL APPLICATION SHALL
<br />MEET ANSI/TCA METHOD W223-89. SHOWER STALL SHALL MEET ANSI/TCA B416-89. GROUT SHALL BE
<br />CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS
<br />SPECIFIED BY SHLEMMER ALGAZE ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND
<br />OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS
<br />USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER
<br />BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH.
<br />3 CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 INSTALLATION
<br />SPECIFICATIONS. MORTAR BED SHALL BE A THIN-SET BOND COAT, DRY CEMENT MORTAR MEETING ANSI/TCA
<br />A118.4. GROUT SHALL BE CEMENT DRY CURE TYPE, WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE,
<br />COLOR TO BE SPECIFIED BY DESIGNER. PROVIDE NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER
<br />SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED,
<br />OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER
<br />BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH.
<br />4 CERAMIC TILE INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED
<br />INSTRUCTIONS AND ANSI A108, A118 AND A136.
<br />5 CERAMIC TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE
<br />ORDERING/INSTALLATION OF TILE.
<br />09 33 00 - STONE TILING
<br />1 STONE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 TCNA HANDBOOK
<br />AND SECTION 12 SHEET A0.2, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS
<br />SHALL BE 1/16” AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR TO BE
<br />SPECIFIED BY SHLEMMER ALGAZE ASSOCIATES. GROUT COLOR AT STONE TILE FLOORING SHALL BE COLORED TO
<br />MATCH THE ADJACENT FLOORING MATERIAL OR AS SELECTED BY SAA UNLESS OTHERWISE NOTED. WHERE MORE
<br />THAN ONE COLOR IS TO BE INSTALLED, GROUT COLOR SHALL BE CONFIRMED WITH SAA BEFORE INSTALLATION.
<br />EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER
<br />COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL, AND SHALL BE APPLIED IN ACCORDANCE WITH
<br />MANUFACTURERS RECOMMENDATIONS.
<br />2 PROVIDE FLUSH STONE THRESHOLD TO MATCH ADJACENT STONE FLOORING AT TRANSITIONS BETWEEN STONE
<br />AND CARPET FLOORING.
<br />3 STONE TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE
<br />ORDERING/INSTALLATION OF TILE.
<br />4 MARBLE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 AND TCNA
<br />HANDBOOK AND SECTION 12 SHEET GN-1, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS.
<br />GROUTED JOINTS SHALL BE 1/16" AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS.
<br />GROUT COLOR IS TO BE SELECTED BY SAA. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL
<br />HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL
<br />AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
<br />09 50 00 - CEILINGS
<br />1 CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES, SPECIFICATIONS, AND
<br />SCHEDULE OF FINISHES FOR COMPLETE AND PROPER INSTALLATION OF WORK.
<br />2 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE HEIGHT FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC.
<br />SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY SAA
<br />PRIOR TO INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED REINSTALLED PER
<br />DIRECTION OF SAA AT GENERAL CONTRACTORS SOLE EXPENSE.
<br />3 FIRE/LIFE SAFETY FIXTURES SHOWN ON PLAN ARE SUGGESTED LOCATIONS ONLY. CONTRACTOR TO PREPARE AND
<br />COORDINATE DESIGN/BUILD DRAWINGS SHOWING APPROPRIATE LOCATION OF STROBES AND EXIT SIGNS. SUBMIT
<br />COORDINATED SHOP DRAWINGS TO SAA FOR REVIEW AND TO LOCAL FIRE DEPARTMENT FOR PERMIT PRIOR TO
<br />THE COMMENCEMENT OF ANY INSTALLATION.
<br />4 BOTH NEW AND EXISTING SPRINKLER HEADS FOR THE AREA OF WORK SHALL BE LOCATED PER SPRINKLER
<br />CONTRACTOR DESIGN/BUILD DRAWINGS. ONCE SUBMITTED TO AND REVIEWED BY SAA, DRAWINGS SHALL THEN
<br />BE SUBMITTED TO LOCAL FIRE DEPARTMENT FOR APPROVAL.
<br />5 ALL FIXTURES, DEVICES, AND SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF CEILING TILE UNLESS
<br />NOTED OTHERWISE, PROVIDE PROPOSED LOCATIONS IN DRYWALL CEILING TO SAA FOR APPROVAL.
<br />6 REFER TO DRAWING DETAILS FOR TYPICAL SUSPENDED CEILING GRID SUPPORT.
<br />7 ALL LAY IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR
<br />EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS.
<br />8 CEILING GRID SHALL BE INSTALLED WITHIN A LEVEL HORIZONTAL TOLERANCE OF 1/8" PER 12'-0". SUPPORT AND
<br />BRACE AS INDICATED ON REFLECTED CEILING PLAN DETAILS.
<br />9 PROVIDE ACCESS PANELS WHERE REQUIRED WHEN CEILING SYSTEM IS SUSPENDED GYP. BOARD. (EXACT LOCATION
<br />OF ACCESS PANELS TO BE APPROVED BY OWNER/ ARCHITECT). ALL ACCESS PANELS IN GYPSUM BOARD CEILING
<br />TO BE GFRG ACCESS PANELS SIZED AS REQUIRED. "MOONLIGHT MOLDS" OR APPROVED EQUAL. PROVIDE BOTH
<br />24" X 24" & 18" X 18" SIZED OPENING ACCESS PANELS. CONFIRM SIZE AND LOCATION WITH SAA. ACCESS PANELS
<br />SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING AND AIR CONDITIONING CONTROLS OR AS REQUIRED BY THE
<br />UNIFORM BUILDING CODE, UNIFORM MECHANICAL CODE, NFPA, UPC AND LOCAL CITY CODES. IF LOCATION AND
<br />TYPE IS NOT SHOWN ON DRAWINGS, CONFIRM LOCATION AND TYPE WITH SAA PRIOR TO INSTALLATION.
<br />10 RELOCATE/RAISE EXISTING BACK BOXES, CONDUIT, HVAC EQUIPMENT, DEVICES AND ANY OTHER ITEMS THAT WILL
<br />NEED UPWARD RELOCATION BASED ON NEW ROOM CEILING HEIGHT.
<br />11 CEILING GRID SYSTEMS WITHIN AREA OF WORK ARE TO BE INSTALLED IN A CONTINUOUS GRID PATTERN SO THAT
<br />WHEN A PENETRATING PARTITION IS REMOVED, NECESSARY CEILING REPAIRS WILL RESULT IN A CONSISTENT
<br />CEILING GRID.
<br />12 LATERAL BRACING SHALL BE PROVIDED BY WIRES OF MINIMUM 12 GA., SPLAYED IN FOUR DIRECTIONS AND 90
<br />DEGREES APART. CONNECT TO THE MAIN RUNNER WITHIN 12 INCHES OF THE CROSS RUNNER AND TO THE
<br />STRUCTURE ABOVE OR TO PARTITION. ATTACH TO WALLS OR BRACE AT AN ANGLE NOT TO EXCEED 45 DEGREES
<br />FROM THE PLANE OF THE CEILING. SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE
<br />FIRST POINT WITHIN 4'-0" FROM EACH WALL
<br />13 3403.6 - SUSPENDED CEILING UPGRADE. WHEN AN ADDITION, ALTERATION OR REPAIR IS PERFORMED ON AN
<br />OCCUPANCY IN WHICH THERE IS AN EXISTING SUSPENDED CEILING, SUCH SUSPENDED CEILING SHALL BE MODIFIED
<br />THROUGHOUT TO COMPLY WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. (2022 CBC 808.1.1.1).
<br />14 AT ALL EXISTING CEILINGS TO REMAIN, THE GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL
<br />AND/OR NEW COMPRESSION POST AND LATERAL BRACING OF THE CEILING GRID AT ALL AREAS WHICH ARE NOT IN
<br />COMPLIANCE WITH CURRENT CODES.
<br />15 SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES SHALL BE
<br />INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS WITH NO. 12 WIRES.
<br />16 PROVIDE NEW SUSPENDED CEILING TO CONCEAL PIPING, DUCTS, ETC. IN FINISHED ROOMS. IF EXISTING
<br />CONDITIONS REQUIRE DEVIATIONS FROM INDICATED CEILING HEIGHTS DUE TO STRUCTURAL OR MECHANICAL
<br />REQUIREMENTS, OBTAIN SAA APPROVAL BEFORE INSTALLING CEILING.
<br />17 ALL CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-
<br />DEVELOPED INDEX 0-450.
<br />09 60 00 - FLOORING
<br />1 CONTRACTOR SHALL FURNISH AND INSTALL ALL FLOOR FINISHES AS SPECIFIED ON THE DRAWINGS AND
<br />SPECIFICATIONS.
<br />2 CONTRACTOR TO PREP FLOORS FOR NEW FLOOR COVERING, FLOAT FLOORS TO LEVEL SURFACE AS REQUIRED TO
<br />ACCEPT NEW FLOOR FINISH MATERIAL. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER
<br />IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR
<br />SURFACE). FLOOR LEVEL SHALL NOT EXCEED 1/8" IN 10-0" NON-CUMULATIVE.
<br />3 THE GENERAL CONTRACTOR SHALL NOTIFY SAA AFTER FLOOR PATCHING IS COMPLETE AND RECEIVE THEIR
<br />REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION OF FINISHED FLOORING.
<br />06 00 00 WOOD, PLASTICS AND
<br />COMPOSITES
<br />06 41 00 - ARCHITECTURAL WOOD CASEWORK
<br />1 REFER TO THE “GENERAL NOTES AND INFORMATION SHEETS” FOR ADDITIONAL NOTES.
<br />2 CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL AND VERIFY ALL DIMENSIONS IN THE FIELD
<br />BEFORE FABRICATION. CONFIRM ALL MATERIALS AND FINISHES ON SHOP DRAWINGS. SUBMIT (4) 9”X9” SAMPLES
<br />OF EACH FINISH FOR APPROVAL. CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER
<br />OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL ADHESIVES AND SEALANTS USED ON THE PROJECT. ALL
<br />JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL DETAILS. ALL DIMENSIONS, CRITICAL OR
<br />OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS. SHLEMMER ALGAZE ASSOCIATES WILL NOT
<br />REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. ALL CASEWORK, SPECIAL
<br />PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWING REVIEW. SHOP
<br />DRAWINGS AND SUBMITTAL'S SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY
<br />SHLEMMER ALGAZE ASSOCIATES.
<br />3 ALL WOOD VENEERED OR CONVERSION VARNISH FINISHED CASEWORK SHALL BE FABRICATED TO WI PREMIUM
<br />GRADE STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, TOPS AND BASE SHALL BE VENEERED. CASEWORK
<br />SHALL BE BIRCH PLYWOOD STAINED TO MATCH FINISH VENEER.
<br />4 ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED TO WI CUSTOM GRADE STANDARDS. ALL EXPOSED
<br />SURFACES TO BE LAMINATE. CASEWORK AT WHITE LAMINATE TO BE 5/8” WHITE KORTRON. CASEWORK AT
<br />COLORED LAMINATE SHALL BE 5/8” BLACK KORTRON.
<br />5 COORDINATE LOCATIONS AND PROVIDE METAL BACKING AT WALL FRAMING FOR ALL WALL- MOUNTED
<br />CASEWORK. ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK
<br />JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. REFER TO DRAWING DETAILS FOR BACKING
<br />SUPPORT OF WALL HANGING ITEMS.
<br />6 CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE REQUIRED BY THE SPECIFICATIONS OR
<br />INTENT OF THE DESIGN. SUBMIT TO SAA FOR APPROVAL CUT SHEETS OF ALL CABINET HARDWARE AND SAMPLES
<br />OF ALL PULLS AND KNOBS PRIOR TO FABRICATION.
<br />7 CONTRACTOR TO PROTECT CASEWORK DURING DELIVERY AND TAKE NECESSARY PRECAUTIONS TO ENSURE THAT
<br />INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK.
<br />8 COMPOSITE WOOD AND AGRIFIBER PRODUCTS, INCLUDING CORE MATERIALS, SHALL NOT CONTAIN ANY
<br />UREAFORMALDEHYDE RESINS.
<br />9 LAMINATE ADHESIVES USED TO FABRICATE CASEWORK ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING
<br />THESE LAMINATE ADHESIVES SHALL NOT CONTAIN ANY UREAFORMALDEHYDE.
<br />10 ALL ADHESIVES AND SEALANTS USED FOR MILLWORK, PANELING, OR VENEERING SHALL BE LOW VOC AND MUST
<br />NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011.
<br />11 AEROSOL ADHESIVES SHALL MEET REQUIREMENTS EQUAL TO GREEN SEAL STANDARD GC-36 IN EFFECT JANUARY 1,
<br />2011.
<br />12 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET
<br />CONTRACTOR.
<br />13 ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILED DRAWINGS.
<br />14 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD DOORS.
<br />15 WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE
<br />AGAINST THE JOINT OPENING.
<br />16 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO
<br />THE BUILDING READY TO ERECT IN PLACE.
<br />17 WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET CONTRACTOR SHALL SET AND BOLT
<br />ALL FILES TOGETHER.
<br />18 THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE CASEWORK, STONE, OR OTHER
<br />SPECIALTIES CONTRACTORS.
<br />19 ALL CASEWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, UNLESS OTHERWISE NOTED.
<br />20 SHELVES AND SEMI-EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL BE FINISHED WITH A MELAMINE
<br />CABINET LINER OF A UNIFORM COLOR THROUGHOUT.
<br />21 ADJUSTABLE METAL SHELF STANDARDS SHALL BE DAPPED OR DRILLED INTO THE SIDES OF CABINETS, UNLESS
<br />OTHERWISE NOTED.
<br />06 20 00 - FINISH CARPENTRY
<br />1 WOOD BASE SHALL, IN ALL CONDITIONS, BE INSTALLED RECESSED AND MATCH THE COLOR OF THE ADJACENT
<br />WALL, U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH ARCHITECT COLOR IF NOT SPECIFIED ON DRAWINGS
<br />AND SUBMIT SAMPLE OF COLORED BASE FOR SAA APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
<br />7 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE
<br />PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED.
<br />8 THE GENERAL CONTRACTOR SHALL CUT AND CAP OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING,
<br />FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED.
<br />9 UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL LEAVE ALL AREAS IN A
<br />BROOM CLEAN CONDITION.
<br />10 DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE WORK SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR. THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND
<br />SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW
<br />EVERYTHING TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR
<br />NEW CONSTRUCTION. THE ARCHITECTURAL DRAWINGS SHOW THE EXISTING PARTITIONS WITH DOORS AND
<br />OTHER ITEMS TO REMAIN.
<br />11 ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVAGED OR REUSED SHALL BECOME CONTRACTORS
<br />PROPERTY U.O.N., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. CLEAN UP AND DISPOSE OF DEBRIS
<br />PROMPTLY AND CONTINUOUSLY AS THE WORK PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS,
<br />DUMPING FEES AND CHARGES.
<br />12 ELECTRICAL, MECHANICAL AND PLUMBING ITEMS SHALL BE REMOVED TO THE FURTHEST TERMINATION POINT ON
<br />THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA
<br />CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE
<br />EXTENT OF REMOVAL WITH MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS.
<br />13 EXISTING LIGHT FIXTURES, ELECTRICAL OUTLETS, RACEWAY AND WIRING ETC. WILL BE REMOVED AS NOTED PER
<br />ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS.
<br />14 REMOVE ALL FIRE DAMPERS IN EXISTING DUCTWORK WHERE FIRE RATED WALLS ARE DEMOLISHED. REMOVE ALL
<br />FIRE DAMPERS THAT ARE NOT CODE COMPLIANT. REPLACE ANY FIRE DAMPERS WHERE DAMPERS WILL NEED TO
<br />BE UPGRADED TO MEET CURRENT CODE REQUIREMENTS AND RATED WALL IS SCHEDULED TO REMAIN.
<br />15 THERMOSTATS AND PNEUMATIC LINES SHALL BE REMOVED GENTLY AND COILED BACK TO THE DEVICE THEY
<br />CONTROL AND LEFT IN PLACE. ALL OTHER THERMOSTATS SHALL BE REMOVED AND RETURNED TO BUILDING
<br />OWNER.
<br />16 UPON REMOVAL OF THE EXISTING CEILING, THAT PORTION OF THE EXISTING MECHANICAL SYSTEM DESIGNATED
<br />TO BE RE-USED WILL BE EVALUATED BY THE ENGINEER. IF THE EXISTING MECHANICAL SYSTEMS ARE FOUND TO BE
<br />ACCEPTABLE FOR RE-USE, THEN THE EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING ETC. SHALL
<br />REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION.
<br />17 CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHT FIXTURES NOT BEING REUSED SHALL BE RETURNED TO
<br />BUILDING OWNER.
<br />18 THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN PLACE (ONLY DURING DEMOLITION). ALL OTHER
<br />FIRE/LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE
<br />CONTRACTOR SHALL SUPPORT THE FIRE/LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION
<br />IN ANYWAY.
<br />19 REMOVE ALL DATA/TELE CABLING IN CEILING BACK TO POINT OF ORIGINATION. (UNLESS OTHERWISE
<br />INSTRUCTED) CONTRACTOR TO VERIFY WITH OWNER'S CABLING VENDOR.
<br />20 ABANDONED PLUMBING LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORIGINATION AS REQUIRED FOR
<br />NEW WORK.
<br />21 MAINTAIN FULLY CHARGED FIRE EXTINGUISHERS READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS
<br />02 41 00 DEMOLITION CONTINUED
<br />2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON SHLEMMER ALGAZE
<br />ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED.
<br />3 DETAILED DOOR SCHEDULES SHALL BE SUBMITTED TO SHLEMMER ALGAZE ASSOCIATES FOR REVIEW, AND
<br />FABRICATION OF DOORS AND FRAMES SHALL NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN RETURNED.
<br />4 THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH
<br />UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
<br />CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH
<br />PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A
<br />WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
<br />5 ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEGREES TO
<br />THE CLOSED POSITION. DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT.
<br />(CBC 2022 1010.1.1)
<br />6 ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM OPENING WIDTH REQUIREMENTS.
<br />7 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2-INCH BELOW THE THRESHOLD. RAISED
<br />THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4-INCH AT DOORWAYS SHALL BE BEVELED WITH A
<br />SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 2022 11B-404.2.5)
<br />8 SEE SHEET A-2.0 FOR REQUIREMENTS OF DOORS, WINDOWS, AND HARDWARE, I.E. DOOR SCHEDULE,
<br />HARDWARE SCHEDULE AND DOOR AND WINDOW DETAILS.
<br />9 TYPICAL DOOR/FRAME CONVENTIONS ARE AS FOLLOWS:
<br />a) DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO INSIDE FACE OF JAMB,
<br />UNLESS OTHERWISE NOTED.
<br />b) DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT SIDE JAMB IS 4" FROM FACE OF
<br />PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS OTHERWISE
<br />NOTED.
<br />c) SEE SHEET A-10.0 FOR SPECIFIC DOOR REQUIREMENTS.
<br />10 UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FINISHED FLOOR BY 1/4". ALL RATED
<br />DOORS SHALL BE ORDERED SO AS TO CLEAR THE FINISHED FLOOR BY 1/4", UNLESS OTHERWISE NOTED. THE
<br />CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED TO ACCOMMODATE ALL FLOOR
<br />COVERINGS. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH SHLEMMER ALGAZE ASSOCIATES
<br />PRIOR TO UNDERCUTTING OF DOORS.
<br />11 ANY GLAZING ON OR WITHIN 24" OF A DOOR SHALL BE TEMPERED.
<br />12 ALL HOLLOW METAL DOORS SHALL BE PROVIDED WITH STEEL FRAMES.
<br />13 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA, ELECTRICAL
<br />ROOMS WITH 800A EQUIPMENT, OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE.
<br />14 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
<br />EFFORT. (2022 CBC 1010.2).
<br />A. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY
<br />IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN
<br />UNLOCKED DURING BUSINESS HOURS". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A
<br />CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY
<br />DISTINGUISHABLE AS LOCKED.
<br />08 71 00 - DOOR HARDWARE
<br />1 DETAILED HARDWARE SCHEDULES SHALL BE SUBMITTED TO SHLEMMER ALGAZE ASSOCIATES FOR REVIEW.
<br />HARDWARE ORDER SHALL NOT COMMENCE UNTIL SUCH REVIEW HAS BEEN RETURNED AND ACCEPTED OR
<br />ACCEPTED WITH MARKINGS.
<br />2 ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING STANDARD
<br />REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED.
<br />THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH OWNER. BUILDING MASTER KEYS SHALL
<br />BE MARKED “DO NOT DUPLICATE”.
<br />3 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR
<br />INTERIOR DOORS, SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE
<br />CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS
<br />MAY BE UTILIZED TO MEET THE ABOVE STANDARD. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO
<br />OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY HAVING
<br />JURISDICTION, BUT IN ALL CASES SHALL NOT EXCEED 15 POUNDS.
<br />4 LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL
<br />SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH- PULL ACTIVATING
<br />BARS, OR BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO
<br />GRASP OR PINCH THE OPENING HARDWARE.
<br />5 ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN
<br />EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING
<br />THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE
<br />UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.
<br />6 ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH ADA.
<br />7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303)
<br />8 PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS.
<br />THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44
<br />INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE
<br />DIRECTION OF EXIT TRAVEL.
<br />9 ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS.
<br />DATE:
<br />DRAWN:
<br />REVIEWED:
<br />PROJECT NO:
<br />SCALE:
<br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF
<br />FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED
<br />ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION,
<br />DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN
<br />CONSENT OF SHLEMMER ALGAZE ASSOCIATES.
<br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED
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<br />AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE
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<br />GENERAL NOTES
<br />X ENGINEERING
<br />6 E HUTTON CENTRE
<br />DRIVE
<br />SANTA ANA, CA 92707
<br />SUITE 650 EXPANSION
<br />DATE DESCRIPTION DELTA
<br />04/16/24 ISSUE FOR ENGINEERING
<br />05/08/24 TENANT REVISION
<br />05/20/24 ISSUE FOR PLAN CHECK
<br />NELSON
<br />ALGAZE
<br />No. C-21090
<br />REN. 03/31/2025L,CEN S E ' ARC+,7
<br />E
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<br />Unit# 625 & 6509/23/2024
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