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GENERAL NOTES
<br />A-0.2
<br />AS NOTED
<br />PROJECT:
<br />DATE:
<br />DRAWN:
<br />SCALE:
<br />PROJECT NO:
<br />REVIEWED:
<br />SHEET NO:
<br />SHEET TITLE:
<br />STAMP AND SIGNATURE:
<br />CONSULTANTS:
<br />DATE DESCRIPTION DELTA
<br />DRAWINGS ISSUE
<br />06/21/2024 ISSUE FOR PLAN CHECK
<br />6083 Bristol Parkway
<br />Culver City, CA 90230
<br />515 South Flower St., Suite 1200
<br />Los Angeles, CA 90071
<br />18600 MacArthur Blvd., Suite 100
<br />Irvine, CA 92612
<br />485C US Route 1 South, Suite 105
<br />Iselin, NJ 08830
<br />www.saaia.com
<br />T 310.553.3252
<br />T 213.929.1400
<br />T 949.724.8958
<br />San Francisco, CA 94105
<br />T 415.390.6793
<br />T 848.200.1200
<br />New York, NY 10017
<br />T 917.512.6688
<br />575 Market St., Suite 502
<br />711 3rd Ave., 6th Floor
<br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL
<br />REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE,
<br />OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES.
<br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED
<br />09/06/2024
<br />D.S.
<br />K.L./M.P.
<br />635330
<br />1700 E ST ANDREW
<br />ACCESSIBLITY
<br />UPGRADES
<br />1700 E ST ANDREW PL
<br />SANTA ANA, CA 92705
<br />C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A
<br />S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y
<br />IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN
<br />RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS
<br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT
<br />ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON
<br />THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS
<br />AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS
<br />REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR
<br />COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT
<br />BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES.
<br />08/20/2024 ISSUE FOR PLAN CHECK - OCFA
<br />09/06/2024 PLAN CHECK COMMENTS 01 1
<br />01 00 00 GENERAL REQUIREMENTS
<br />01 11 00 - SUMMARY OF WORK
<br />1 TENANT IMPROVEMENT WORK ON ±500 SQ. FT. OF THE TOTAL FLOOR AREA. NEW WALL, POWER, LIGHTING AND
<br />FINISHES.
<br />2 THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA FORM
<br />A-201 CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY MODIFIED BELOW
<br />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 BETWEEN THE
<br />DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION.
<br />5 ALL SAA DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER
<br />WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS
<br />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 OWNER,
<br />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. NOTE
<br />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. CONTRACTOR
<br />SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. SAA SHALL RESPOND IN TEN
<br />WORKING DAYS FROM RECEIPT OF SUBMITTAL AS TO ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION. NO
<br />REQUEST FOR SUBSTITUTIONS SHALL BE REVIEWED OR ACCEPTED AFTER THE 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 ALTERING,
<br />ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. ALL SUCH
<br />WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR
<br />EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF 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 A REASONABLE
<br />AMOUNT OF TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. THE REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION
<br />OF THE WORK BEING PERFORMED, LOCATION OF THE WORK, MATERIALS BEING USED, AND ANY OTHER COSTS. BEFORE
<br />PROCEEDING TO EXECUTE THE WORK, THE PROCEDURE SHALL BE AS PROVIDED FOR IN THE OWNER-CONTRACTOR
<br />AGREEMENT. NO EXTRA COSTS SHALL BE VALID UNLESS APPROVED IN WRITING BY THE OWNER AND ARCHITECT.
<br />UNLESS OTHERWISE AGREED, NO PAYMENT WILL BE MADE WITHOUT WRITTEN APPROVAL.
<br />01 29 00 - PAYMENT PROCEDURES
<br />1 THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER OR OWNER DESIGNATED
<br />AGENT FOR REVIEW AND APPROVAL. THE FORM OF THE APPLICATION FOR PAYMENT SHALL BE AIA DOCUMENT G702,
<br />SUPPORTED BY AIA DOCUMENT G702A CONTINUATION SHEET. A 10% RETAINAGE OF EACH APPLICATION FOR
<br />PAYMENT SHALL BE WITHHELD BY THE OWNER UNTIL RELEASE OF FINAL PAYMENT UNLESS NOTED OTHERWISE IN THE
<br />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 TO
<br />THE WORK BEFORE COMMENCING ANY DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT
<br />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 ALL.
<br />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 WITH
<br />EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES
<br />THAT ATTEND TO ITS EXECUTION. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT AND MAKE THE
<br />OWNER AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENTS. IF REQUIRED ITEMS
<br />ARE MISSING, THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE OWNER DURING THE BIDDING
<br />PERIOD.
<br />6 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE
<br />AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH
<br />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 THEIR
<br />WORK AND THE WORK OF THEIR SUBCONTRACTORS. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND
<br />ELEVATIONS. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS.
<br />8 THE GENERAL CONTRACTOR SHALL PROVIDE TO ALL SUBCONTRACTORS COMPLETE SETS OF WORKING DRAWINGS OR
<br />ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO
<br />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 SUBMITTING
<br />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 COMPLETE
<br />FINISHED PROJECT, PRIOR TO SUBMITTING BIDS.
<br />12 ARCHITECTURAL DOCUMENTS SUPERSEDE ENGINEERING DRAWINGS. IN THE EVENT A DISCREPANCY OCCURS THAT HAS
<br />AESTHETIC RAMIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION.
<br />13 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL
<br />WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO
<br />THE START OF RELATED WORK.
<br />14 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL OR EQUIPMENT TO
<br />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 SHOWING
<br />THE CHRONOLOGICAL PHASE OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THIS
<br />SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND
<br />COMPLETION, WITH A PROJECTED COMPLETION DATE. CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS
<br />SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE.
<br />PRODUCTS MAY REQUIRE A LONG LEAD TIME. CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS SCHEDULE ALL LONG
<br />LEAD ITEMS, AND PLAN ACCORDINGLY SO AS TO NOT DELAY COMPLETION OF THE PROJECT.
<br />2 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK
<br />EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMAN AND TRADESMAN REQUIRED TO COMPLETE THE JOB.
<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 REQUIREMENTS
<br />WHICH WILL AFFECT THEIR WORK (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED
<br />PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK
<br />SHALL BE DONE ON REGULAR TIME EXCEPT FOR NOISE GENERATING 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 ON
<br />THE PREMISES, INCLUDING THE FOLLOWING:
<br />A) DATE AND TIME OR DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION
<br />OVER PREMISES. OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY CONTRACTOR.
<br />B)BUILDING CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS, CORRIDORS,
<br />WINDOW OPENINGS, ETC., SHALL BE CHECKED BY THE CONTRACTOR BEFORE DELIVERY TO ASSURE ITEMS WILL FIT
<br />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 SHALL
<br />TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO
<br />INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY
<br />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 PREPARE
<br />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. CONTRACTOR SHALL
<br />SUBMIT THREE (3) SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO THE
<br />FOLLOWING: 9” X 12” BRUSH-OUT SAMPLES OF ALL PAINT COLORS SPECIFIED, SAMPLES OF ALL CARPETS, ALL SPECIFIED
<br />FLOOR AND BASE MATERIALS, SAMPLES OF ALL WALL FINISHES, SAMPLES OF SPECIFIED CABINET FINISHES, SAMPLES OF
<br />CEILING GRID AND CEILING TILE, CUTSHEETS OF LIGHTING FIXTURES, DOOR/FRAME AND BUILDERS HARDWARE,
<br />CASEWORK SHOP DRAWINGS, CASEWORK HARDWARE SUBMITTALS, AND ANY OTHER MATERIALS SPECIFIED.
<br />2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND EQUIPMENT/FIXTURE CUTSHEETS
<br />TO SAA FOR REVIEW. CONTRAQCTOR SHALL PROVIDE THREE (3) COPIES. SAA SHALL HAVE TEN (10) WORK DAYS FOR
<br />SHOP DRAWING REVIEW TURNAROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTSHEETS MARKED
<br />"REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTOR SHALL ASSUME
<br />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 SO
<br />REQUIRED.
<br />4 WHERE THE TERMS “NO EXCEPTION”, "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR ANY
<br />OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE
<br />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 IS
<br />THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR & HIS SUBS OF ANY ASBESTOS CONTAINING
<br />MATERIAL OR OTHER HAZARDOUS MATERIALS WITHIN THE FACILITY AND TO PROPERLY REMEDIATE. THE GENERAL
<br />CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL WORKERS & OCCUPANTS.
<br />NOTIFY THE OWNER IMMEDIATELY IF ANY ASBESTOS CONTAINING MATERIAL IS IDENTIFIED, OR IF ANY HAZARDOUS
<br />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 AREAS
<br />SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE EXISTING
<br />WIRING AND HVAC DISTRIBUTION AS NECESSARY TO ACCOMMODATE THE CHANGES AND ADDITIONS SHOWN AND TO
<br />PROVIDE CONTINUING ELECTRICAL AND HVAC SERVICES FOR THOSE EXISTING PORTIONS OF THE PROJECT WHICH ARE
<br />TO REMAIN IN OPERATION.
<br />2 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR WORK AND
<br />ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. ANY COSTS FOR
<br />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 SERVICE. IN
<br />CASE OF DOUBT ASSUME THAT THE EXISTING ELECTRICAL WIRING IS TO REMAIN IN OPERATION THROUGHOUT THE
<br />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 THE
<br />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 ITEMS
<br />TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE
<br />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 SHALL
<br />CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN
<br />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 RESPNSIBLE FOR PROVIDING AND INSTALLING SEALANTS WHERE SHOWN ON DRAWINGS OR
<br />WHERE REQUIRED.
<br />13 PROVIDE STRUCTURAL SUPPORTS AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES.
<br />14 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS,
<br />DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF
<br />EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL
<br />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.) REQURIED FOR A SMOOTH
<br />AND EVEN TRANSITION.
<br />16 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC.
<br />FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING WHENEVER DOOR
<br />FRAMES HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST
<br />CLASS FINISHED REPAIRING. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED FINISHES AND INSTALL
<br />NEW SURFACES TO THE SATISFACTION OF SAA. ALL OTHER DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR
<br />ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF SAA.
<br />17 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES. WHERE, AS A RESULT OF DEMOLITION,
<br />EXISTING PLASTER HAS BEEN REMOVED AND NEW FINISHED SURFACES WILL NOT ALIGN WITH EXISTING, CONTRACTOR
<br />SHALL INSTALL NEW CORNER BEADS AND STOPS AND ENTIRE SURFACE SHALL BE RE-PLASTERED TO A SMOOTH, FLUSH,
<br />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 TYPE OF
<br />CONSTRUCTION QUALITY DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION,
<br />MATERIAL AND WORKMANSHIP THROUGHOUT.
<br />2 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE
<br />DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES.
<br />3 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND AWARD OF THE CONTRACT ASSUMES FULL RESPONSIBILITY FOR
<br />THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS,
<br />AND WILL BE EXPECTED TO COMPLY WITH THE DESIGN INTENT AS WELL AS ALL OF THE PRINTED AND WRITTEN
<br />CONSTRUCTION DOCUMENTS.
<br />01 41 00 - REGULATORY REQUIREMENTS
<br />1 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND ANY TENANTS' CONTRACTORS SHALL SUBMIT CERTIFICATES TO
<br />THE BUILDING MANAGER AND OWNER UPON COMPLETION OF WORK, INCLUDING BUT NOT LIMITED TO THE
<br />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 REQUIREMENTS
<br />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 ON
<br />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 WORK
<br />OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE
<br />FURNISHED AND PROVIDED IN ALL CASES.
<br />5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE
<br />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 DIRT
<br />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 HIGH
<br />WINDS (I.E.: OVER 15 MPH). ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED BELOW THE
<br />SIDEBOARDS TO MINIMIZE DUST. EXERCISE MEASURES TO REMOVE DIRT FROM WHEELED VEHICLES BEFORE ENTERING
<br />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 RECTIFICATION
<br />OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE
<br />SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN
<br />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 PUNCHLIST
<br />ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER MAINTENANCE AND
<br />WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH HIS FINAL 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 IS TO
<br />BE KEPT CLOSED AT ALL TIMES.
<br />2 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING BUT
<br />NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, FRAMES, ELECTRICAL
<br />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 UTILITIES,
<br />WITHOUT FIRST NOTIFYING THE BUILDING OWNER AND OBTAINING PERMISSION FROM THEM TO 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 INSTALLATION
<br />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 CONSTRUCTION
<br />WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS,
<br />FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED.
<br />5 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE
<br />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.
<br />X-RAY FLOOR PRIOR TO THE COMMENCEMENT OF ANY FLOOR CORING. AVOID CORING THROUGH ANY EXISTING STEEL
<br />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 FORCES AND
<br />OTHER SUBCONTRACTORS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF CARPET AND CABINET INSTALLATION,
<br />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 CONSTRACTOR AND EACH TRADE SHALL BE
<br />RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION OF
<br />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 CONTRACTOR IN
<br />ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE THOROUGHLY
<br />CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER.
<br />4 THE EXISTING BUILDING TOILET FACILITIES, IF UTILIZED DURING CONSTRUCTION BY CONTRACTOR PERSONNEL, SHALL
<br />BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR MALFUNCTIONING
<br />ITEMS SHALL BE REPAIRED, REPLACED AND THOROUGHLY CLEANED TO THE SATISFACTION OF
<br />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 />01 00 00 GENERAL REQUIREMENTS CONTINUED01 00 00 GENERAL REQUIREMENTS CONTINUED
<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 AND
<br />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 LIST
<br />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 AUTHORITY
<br />HAVING JURISDICTION OVER THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, NOISE ORDINANCE,
<br />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, INCLUDING
<br />SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, INCLUDING WIRING AND EQUIPMENT.
<br />6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS, ETC.) CAUSES ANY UNEVENNESS IN
<br />CONCRETE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING.
<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, FLOOR
<br />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 BROOM
<br />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 SHOW
<br />THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING
<br />TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW
<br />CONSTRUCTION. THE ARCHITECTURAL DRAWINGS SHOW THE EXISTING PARTITIONS WITH DOORS AND OTHER ITEMS
<br />TO REMAIN.
<br />11 ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVAGED OR REUSED SHALL BECOME CONTRACTORS PROPERTY
<br />U.O.N., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. CLEAN UP AND DISPOSE OF DEBRIS PROMPTLY AND
<br />CONTINUOUSLY AS THE WORK PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS, DUMPING FEES AND
<br />CHARGES.
<br />12 ELECTRICAL, MECHANICAL AND PLUMBING ITEMS SHALL BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE
<br />FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA CABLING ABOVE
<br />CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL
<br />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 FIRE
<br />DAMPERS THAT ARE NOT CODE COMPLIANT.REPLACE ANY FIRE DAMPERS WHERE DAMPERS WILL NEED TO BE
<br />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 CONTROL
<br />AND LEFT IN PLACE. ALL OTHER THERMOSTATS SHALL BE REMOVED AND RETURNED TO BUILDING OWNER.
<br />16 UPON REMOVAL OF THE EXISTING CEILING, THAT PORTION OF THE EXISTING MECHANICAL SYSTEM DESIGNATED TO BE
<br />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 BUILDING
<br />OWNER.
<br />18 THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN PLACE (ONLY DURING DEMOLITION). ALL OTHER FIRE/LIFE
<br />SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE CONTRACTOR
<br />SHALL SUPPORT THE FIRE/LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY.
<br />19 REMOVE ALL DATA/TELE CABLING IN CEILING BACK TO POINT OF ORIGINATION. (UNLESS OTHERWISE INSTRUCTED)
<br />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 NEW
<br />WORK.
<br />21 MAINTAIN FULLY CHARGED FIRE EXTINGUISHERS READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS
<br />06 00 00 WOOD, PLASTICS AND 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 OF
<br />EACH FINISH FOR APPROVAL. CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL
<br />LITERATURE FROM MANUFACTURER FOR ALL ADHESIVES AND SEALANTS USED ON THE PROJECT.
<br />ALL 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 REVIEW
<br />DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. ALL CASEWORK, SPECIAL PRODUCTS, AND
<br />SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWING REVIEW. SHOP DRAWINGS AND SUBMITTAL'S
<br />SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY SHLEMMER+ALGAZE+ASSOCIATES.
<br />3 ALL WOOD VENEERED OR CONVERSION VARNISH FINISHED CASEWORK SHALL BE FABRICATED TO WI PREMIUM GRADE
<br />STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, TOPS AND BASE SHALL BE VENEERED. CASEWORK SHALL BE
<br />BIRCH PLYWOOD STAINED TO MATCH FINISH VENEER.
<br />06 00 00 WOOD, PLASTICS AND COMPOSITES CONT.
<br />4 ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED TO WI CUSTOM GRADE STANDARDS. ALL EXPOSED SURFACES TO
<br />BE LAMINATE. CASEWORK AT WHITE LAMINATE TO BE 5/8” WHITE KORTRON. CASEWORK AT COLORED LAMINATE
<br />SHALL BE 5/8” BLACK KORTRON.
<br />5 COORDINATE LOCATIONS AND PROVIDE METAL BACKING AT WALL FRAMING FOR ALL WALL-MOUNTED CASEWORK.
<br />ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS
<br />AND COORDINATE WITH OTHER TRADES INVOLVED. REFER TO DRAWING DETAILS FOR BACKING SUPPORT OF WALL
<br />HANGING ITEMS.
<br />6 CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE REQUIRED BY THE SPECIFICATIONS OR INTENT
<br />OF THE DESIGN. SUBMIT TO SAA FOR APPROVAL CUT SHEETS OF ALL CABINET HARDWARE AND SAMPLES OF ALL PULLS
<br />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 THESE
<br />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 NOT
<br />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 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 AGAINST
<br />THE JOINT OPENING.
<br />16 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE
<br />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 ALL
<br />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 WALL,
<br />U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH ARCHITECT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT
<br />SAMPLE OF COLORED BASE FOR SAA APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
<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 />2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON SHLEMMER+ALGAZE+ASSOCIATES
<br />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 UNINTERRUPTED
<br />SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR
<br />HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE
<br />INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR
<br />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 THE
<br />CLOSED POSITION. DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. (CBC
<br />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 SLOPE
<br />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, HARDWARE
<br />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, UNLESS OTHERWISE
<br />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 NOTED.
<br />c)SEE SHEET A-2.0 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 PRIOR
<br />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 IF THERE
<br />IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING
<br />BUSINESS HOURS". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE
<br />LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY 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 ACCEPTED
<br />WITH MARKINGS.
<br />2 ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING STANDARD REQUIREMENTS.
<br />CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER
<br />AND PASS KEYS SHALL BE COORDINATED WITH OWNER. BUILDING MASTER KEYS SHALL BE MARKED “DO NOT
<br />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 CENTER
<br />PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
<br />UTILIZED TO MEET THE ABOVE STANDARD. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE
<br />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 SHALL BE
<br />OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BARS OR
<br />OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP OR PINCH THE
<br />OPENING HARDWARE.
<br />5 ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT
<br />DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE
<br />AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF
<br />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 PROCEDURES
<br />ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER 2-60 OF TITLE 24.
<br />7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303.3)
<br />8 PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE
<br />ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES
<br />ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF
<br />EXIT TRAVEL.
<br />9 ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS.
<br />09 00 00 FINISHES CONTINUED
<br />5 ALL PARTITIONS SHALL BE SECURELY ANCHORED AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY THE
<br />STATE AND LOCAL CODES.
<br />6 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS, AND FOR ALL DUCT
<br />WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE OPENINGS ARE TO BE
<br />COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL
<br />OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION.
<br />7 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR MECHANICAL,
<br />ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH
<br />SAA PRIOR TO FINAL INSTALLATION.
<br />8 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO A CHANGE ORDER FOR OPENING ANY PARTITIONS BECAUSE OF
<br />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. SAA IS
<br />TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON
<br />PLAN OR ANY APPARENT CONSTRUCTION CONFLICTS.
<br />10 THE GENERAL CONTRACTOR IS TO VERIFY, PRIOR TO BID, THE RATING OF THE EXISTING PARTITIONS, COLUMNS, ETC. THE
<br />GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF GREATER THEN 1
<br />HOUR WHERE REQUIRED TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS INDICATED ON THE DRAWINGS.
<br />11 STANDARD DRYWALL STUDS SHALL BE ELECTRO-GALVANIZED STEEL WITH PUNCHED UTILITY OPENINGS AND KNURLED
<br />FLANGE WITH AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT WHERE 20 GAUGE OR HEAVIER IS
<br />SHOWN OR REQUIRED ON THE DRAWINGS.
<br />12 GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCEEDS CODE COMPLIANCE, PROVIDE
<br />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 1607.16 AND CAN WITHSTAND A
<br />HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-30.0.
<br />14 ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIREMENTS PER 2022 CBC TABLE 721.1(2) ITEM #13-1.1
<br />15 ALL PIPE AND CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED WITH APPROVED FIRE
<br />RATED CALUKING MATERIAL, AND ALL DUCTWORK FITTED WITH APPROPRIATELY SIZED FIRE DAMPERS.
<br />09 29 00 - GYPSUM BOARD
<br />1 ALL GYPSUM BOARD CONSTRUCTION IS TO MEET THE GYPSUM ASSOCIATION STANDARDS AS ENFORCED BY THE
<br />SOUTHERN CALIFORNIA DRYWALL CONTRACTORS ASSOCIATION INC.
<br />2 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND J-MOULD TRIM AT ALL EXPOSED
<br />ENDS IN PLASTER AND DRYWALL PARTITIONS.
<br />3 ALL DRYWALL SHALL BE INSTALLED WITH VERTICAL JOINTS ONLY. ALL JOINTS SHALL OCCUR AT STUDS ONLY. USE
<br />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 ACCORDANCE WITH
<br />ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX
<br />PORTLAND CEMENT MORTAR MEETING ANSI/TCA F113-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD
<br />W242-89, GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE;
<br />COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS,
<br />TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL
<br />TILE IS 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 />2 CERAMIC TILE INSTALLATION METHOD - (WET METHOD). CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE
<br />WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX
<br />PORTLAND CEMENT MORTAR MEETING ANSI/TCA F122-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD
<br />W223-89. SHOWER STALL SHALL MEET ANSI/TCA B416-89. GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX
<br />ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES.
<br />PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE
<br />COVE 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 FINISH.
<br />3 CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 INSTALLATION SPECIFICATIONS.
<br />MORTAR BED SHALL BE A THIN-SET BOND COAT, DRY CEMENT MORTAR MEETING ANSI/TCA A118.4. GROUT SHALL BE
<br />CEMENT DRY CURE TYPE, WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE, COLOR TO BE SPECIFIED BY
<br />DESIGNER. PROVIDE NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION.
<br />PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE.
<br />PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR
<br />FINISH.
<br />4 CERAMIC TILE INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTRUCTIONS AND ANSI
<br />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 AND
<br />SECTION 12 SHEET A0.2, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE
<br />1/16” AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR TO BE SPECIFIED BY
<br />SHLEMMER+ALGAZE+ASSOCIATES. GROUT COLOR AT STONE TILE FLOORING SHALL BE COLORED TO MATCH THE
<br />ADJACENT FLOORING MATERIAL OR AS SELECTED BY SAA UNLESS OTHERWISE NOTED. WHERE MORE THAN ONE COLOR IS
<br />TO BE INSTALLED, GROUT COLOR SHALL BE CONFIRMED WITH SAA BEFORE INSTALLATION. EXPANSION JOINTS SHALL
<br />MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY
<br />MIRA-SEAL #511 OR EQUAL, AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
<br />2 PROVIDE FLUSH STONE THRESHOLD TO MATCH ADJACENT STONE FLOORING AT TRANSITIONS BETWEEN STONE AND
<br />CARPET FLOORING.
<br />3 STONE TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION
<br />OF TILE.
<br />4 MARBLE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 AND TCNA HANDBOOK
<br />AND SECTION 12 SHEET GN-1, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL
<br />BE 1/16" AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR IS TO BE SELECTED BY
<br />SAA. 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 />09 50 00 - CEILINGS
<br />1 CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES, SPECIFICATIONS, AND SCHEDULE OF
<br />FINISHES FOR COMPLETE AND PROPER INSTALLATION OF WORK.
<br />2 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE HEIGHT FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC. SHOULD
<br />ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY SAA PRIOR TO
<br />INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED REINSTALLED PER DIRECTION OF SAA
<br />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 THE
<br />COMMENCEMENT OF ANY INSTALLATION.
<br />4 BOTH NEW AND EXISTING SPRINKLER HEADS FOR THE AREA OF WORK SHALL BE LOCATED PER SPRINKLER CONTRACTOR
<br />DESIGN/BUILD DRAWINGS. ONCE SUBMITTED TO AND REVIEWED BY SAA, DRAWINGS SHALL THEN BE SUBMITTED TO
<br />LOCAL FIRE DEPARTMENT FOR APPROVAL.
<br />5 ALL FIXTURES, DEVICES, AND SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF CEILING TILE UNLESS NOTED
<br />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 EACH
<br />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 BRACE
<br />AS INDICATED ON REFLECTED CEILING PLAN DETAILS.
<br />9 PROVIDE ACCESS PANELS WHERE REQUIRED WHEN CEILING SYSTEM IS SUSPENDED GYP. BOARD. (EXACT LOCATION OF
<br />ACCESS PANELS TO BE APPROVED BY OWNER/ ARCHITECT). ALL ACCESS PANELS IN GYPSUM BOARD CEILING TO BE GFRG
<br />ACCESS PANELS SIZED AS REQUIRED. "MOONLIGHT MOLDS" OR APPROVED EQUAL. PROVIDE BOTH 24" X 24" & 18" X 18"
<br />SIZED OPENING ACCESS PANELS. CONFIRM SIZE AND LOCATION WITH SAA. ACCESS PANELS SHALL BE PROVIDED FOR
<br />ELECTRICAL, PLUMBING AND AIR CONDITIONING CONTROLS OR AS REQUIRED BY THE UNIFORM BUILDING CODE,
<br />UNIFORM MECHANICAL CODE, NFPA, UPC AND LOCAL CITY CODES. IF LOCATION AND TYPE IS NOT SHOWN ON
<br />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 NEED
<br />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 WHEN
<br />A PENETRATING PARTITION IS REMOVED, NECESSARY CEILING REPAIRS WILL RESULT IN A CONSISTENT CEILING GRID.
<br />12 LATERAL BRACING SHALL BE PROVIDED BY WIRES OF MINIMUM 12 GA., SPLAYED IN FOUR DIRECTIONS AND 90 DEGREES
<br />APART. CONNECT TO THE MAIN RUNNER WITHIN 12 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR
<br />TO PARTITION. ATTACH TO WALLS OR BRACE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE
<br />CEILING. SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" FROM
<br />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 AND /OR NEW
<br />COMPRESSION POST AND LATERAL BRACING OF THE CEILING GRID AT ALL AREAS WHICH ARE NOT IN COMPLIANCE WITH
<br />CURRENT CODES.
<br />15 SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES SHALL BE INDEPENDENTLY
<br />SUPPORTED AT OPPOSITE CORNERS WITH NO. 12 WIRES.
<br />16 PROVIDE NEW SUSPENDED CEILING TO CONCEAL PIPING, DUCTS, ETC. IN FINISHED ROOMS. IF EXISTING CONDITIONS
<br />REQUIRE DEVIATIONS FROM INDICATED CEILING HEIGHTS DUE TO STRUCTURAL OR MECHANICAL REQUIREMENTS,
<br />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-DEVELOPED
<br />INDEX 0-450.
<br />09 00 00 FINISHES CONTINUED
<br />09 60 00 - FLOORING
<br />1 CONTRACTOR SHALL FURNISH AND INSTALL ALL FLOOR FINISHES AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS.
<br />2 CONTRACTOR TO PREP FLOORS FOR NEW FLOOR COVERING, FLOAT FLOORS TO LEVEL SURFACE AS REQUIRED TO ACCEPT
<br />NEW FLOOR FINISH MATERIAL. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS
<br />(PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). FLOOR LEVEL
<br />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 REVIEW AND
<br />ACCEPTANCE PRIOR TO INSTALLATION OF FINISHED FLOORING.
<br />4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING. STONE
<br />FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION.
<br />5 UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF ADHESIVE AND
<br />SURFACE STAINS AND ALL SCRAPS, CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING.
<br />6 STONE, WOOD, AND TILE FLOORING CONTRACTORS TO SUBMIT TO SAA ACTUAL DIMENSIONED LAYOUT PLAN FOR
<br />APPROVAL PRIOR TO INSTALLATION.
<br />7 THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION
<br />OF ALL VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE APPROVED BY
<br />SHLEMMER+ALGAZE+ASSOCIATES.
<br />8 CLOSET FLOORS ARE TO HAVE SAME FLOORING AS THE FLOORING IN ADJACENT AREA, UNLESS OTHERWISE NOTED.
<br />9 ALL FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC
<br />803.1& 803.1.2).
<br />10 CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE
<br />ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A TWO TO SIX WEEK LEAD-TIME.
<br />NOTIFY ARCHITECT OF ALL LONG LEAD ITEMS.
<br />11 NO SUBSTITUTIONS OF ANY MATERIAL ALLOWED WITHOUT WRITTEN APPROVAL OF ARCHITECT.
<br />12 PROVIDE APPROPRIATE SEALER ON STONE FLOORING TO ACHIEVE THE SLIP COEFFICIENT REQUIRED BY CODE. OBTAIN ALL
<br />TEST RESULTS AND PROVIDE THE ORIGINAL TEST RESULTS TO THE SAA. APPLY SEALER PER MANUFACTURES
<br />INSTRUCTIONS.
<br />13 THE GENERAL CONTRACTOR SHALL PROVIDE AS PART OF HIS BID, A SEPARATE UNIT COST FOR EACH FLOORING MATERIAL
<br />SPECIFIED FOR THIS PROJECT. REFER TO SHEET A-5.0 FOR FLOORING MATERIALS SPECIFIED. PROVIDE A SEPARATE COST
<br />FOR THE INSTALLATION OF THE FLOORING MATERIAL. ANY BID THAT DOES NOT PROVIDE A BREAK DOWN WILL BE
<br />CONSIDERED NON-RESPONSIVE AND NOT ACCEPTED.
<br />09 65 00 - RESILIENT FLOORING
<br />1 THE GENERAL CONTRACTOR, AFTER PROPOERLY CLEANING THE FLOORING MATERIAL, SHALL GIVE RESILIENT TILE FLOOR
<br />TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN
<br />CONDITION ENTIRELY SATISFACTORY TO SHLEMMER+ALGAZE+ASSOCIATES.
<br />2 THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL RESILIENT FLOORING
<br />WORK FOR THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION PRIOR TO PUNCH LIST.
<br />09 65 13 - RESILIENT BASE AND ACCESSORIES
<br />1 RUBBER AND/OR VINYL BASE SHALL IN ALL CONDITIONS MATCH THE COLOR OF ADJACENT WALL U.O.N. GENERAL
<br />CONTRACTOR TO CONFIRM WITH SAA EXACT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED
<br />BASE TO SAA FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
<br />2 ALL RESILIENT BASE TO BE AS SPECIFIED ON SHEET A-5.0. ALL MASONRY WALLS AND DRYWALL SHALL HAVE SPECIFIED
<br />STRAIGHT VINYL BASE IN CARPETED AREAS AND COVE VINYL BASE IN RESILIENT TILE AREAS UNLESS OTHERWISE NOTED.
<br />3 PROVIDE BLACK RUBBER REDUCER STRIP WHERE CARPET AND VCT TRANSITION OCCURS, UNLESS OTHERWISE NOTED.
<br />09 68 00 - CARPETING
<br />1 ALL ROLL CARPETING SHALL BE INSTALLED DIRECT GLUE, U.O.N.
<br />2 ALL CARPET SEAMS ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
<br />SEAMING DIAGRAMS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES BEFORE ORDERING/INSTALLATION OF
<br />CARPETING.
<br />3 ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND WHEN THE WORK IS COMPLETE, IT SHALL BE FREE FROM
<br />BUCKLES, BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG
<br />BOTH COORDINATES. CARPET TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF LAID, SHALL BE
<br />REMOVED AND REPLACED WITH ACCEPTABLE TILE.
<br />4 CARPET TILE SHALL BE INSTALLED IN A SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE
<br />INDICATED ON DRAWINGS. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF
<br />THE SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET.
<br />5 INSTALL CARPET FROM THE SAME DYE LOT.
<br />6 SUBMIT CARPET FROM ACTUAL CARPET RUNS. APPROVAL IS AT THE DISCRETION OF SAA AND OWNER.
<br />7 CREATE CARPET TO CARPET OR CARPET TO OTHER FLOORING TRANSITIONS BENEATH THE CENTERLINE OF DOOR IN THE
<br />CLOSED POSITION.
<br />8 WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND
<br />CARPET UNDER, THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM THE CARPET.
<br />9 CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO BID AND INSTALLATION.
<br />10 CARPET MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS TESTING AND PRODUCT
<br />REQUIREMENTS.
<br />11 CARPET PAD, IF SPECIFIED, MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL TESTING AND PRODUCT
<br />REQUIREMENTS.
<br />12 CARPET ADHESIVES MUST BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168
<br />REQUIREMENTS IN EFFECT ON JANUARY 1, 2011.
<br />13 CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM
<br />MANUFACTURER FOR ALL FLOOR FINISH, BASE AND ADHESIVES USED ON THE PROJECT.
<br />09 72 00 - WALLCOVERINGS
<br />1 THE GENERAL CONTRACTOR SHALL INSTALL WALLCOVERINGS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION
<br />SPECIFICATIONS, WHERE DESIGNATED. ALL WALLCOVERINGS SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR
<br />LOOSE EDGES, ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERING ADJOINING WOOD OR
<br />METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY
<br />SHLEMMER+ALGAZE+ASSOCIATES WILL BE REJECTED.
<br />2 ALL FINISHES SHALL COMPLY TO A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022
<br />CBC 803.1 & 803.1.2)
<br />3 ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME
<br />RETARDANT CONDITION.
<br />09 90 00 - PAINTING AND COATING
<br />1 UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS.
<br />2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIA, JAMBS, DOOR FRAMES,
<br />REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING.
<br />3 PAINT COLORS SHALL BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES AND THE GENERAL CONTRACTOR SHALL SUBMIT
<br />THREE (3) SAMPLES (12" X 12") OF EACH COLOR SPECIFIED FOR REVIEW BY SHLEMMER+ALGAZE+ASSOCIATES.
<br />4 ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE, SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH
<br />FINISH AND SURFACE READY FOR PRIME AND PAINT.
<br />5 ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR PLASTER PATCHED.
<br />6 ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER-PATCHED
<br />OR SPACKLED TO INSURE A PERFECTLY EVEN SURFACE.
<br />7 ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS
<br />ENAMEL FREE OF BRUSH MARKS, UNLESS OTHERWISE NOTED.
<br />8 THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC.,
<br />PRIOR TO PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE
<br />ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED TO
<br />LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SLAB FITTINGS, ETC.
<br />9 THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND FINISHES SELECTED BY
<br />SHLEMMER+ALGAZE+ASSOCIATES. CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME
<br />COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES.
<br />11 THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES
<br />(INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY "TOUCH-UP" PAINTING AND/OR
<br />PATCHING.
<br />12 IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS
<br />OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC
<br />FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION OF
<br />SHLEMMER+ALGAZE+ASSOCIATES AND FINISHED PER SHLEMMER+ALGAZE+ASSOCIATES INSTRUCTION.
<br />13 FINISH FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED
<br />TO PREVENT WARPING.
<br />14 PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL OR CEILING FINISH. GRAPHICS ON
<br />DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED/RE-APPLIED TO MATCH EXISTING, IF APPLICABLE.
<br />15 CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE ADJACENT OUTSIDE WALL SURFACES.
<br />16 ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR
<br />SURFACE.
<br />17 ALL SURFACES SHALL BE PROPERLY PREPARED WITH APPROPRIATE SEALER PRIOR TO INSTALLATION OF WALLCOVERINGS
<br />AND INSTALLED PER MANUFACTURER'S RECOMMENDATION.
<br />18 CONTRACTOR TO REFINISH DOORS & FRAMES (REMOVE ALL SCRATCHES AND DINGS) WHEN THEY ARE BEING REUSED.
<br />19 FACTORY PRIMED HOLLOW METAL DOORS AND FRAMES SHALL BE FINISHED WITH TWO COATS OF SEMI-GLOSS PAINT,
<br />UNLESS OTHERWISE NOTED.
<br />20 ALL BASE TO BE PAINTED SHALL MATCH ADJACENT WALL U.O.N. SEE FLOOR FINISH PLANS FOR LOCATIONS AND FINISH
<br />SCHEDULE FOR SPECIFICATION.
<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 FLOOR OF
<br />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 NOTED.
<br />4 WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION WITH BASE
<br />BUILDING STRUCTURE UNLESS OTHERWISE NOTED.
<br />NELSON
<br />ALGAZE
<br />No. C-21090
<br />REN. 03/31/2025
<br />L
<br />CENSE ARC
<br />EC
<br />SAE O CAL ORNA
<br />1700 E St Andrew Pl -
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