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<br />SECTION 01000 - GENERAL REQUIREMENTS
<br />1. DRAWINGS AND GENERAL PROVISIONS OF THE CONSTRUCTION CONTRACT
<br />INCLUDE THE NESTLE WATERS NORTH AMERICA TERMS AND CONDITIONS,
<br />WHICH APPLY TO THIS PROJECT AND TAKE PRECEDENCE OVER ANY
<br />CONDITIONS CONTAINED HEREIN.
<br />2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL
<br />GOVERNING BUILDING CODES, OTHER APPLICABLE ORDINANCES, AND
<br />GOVERNING AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL
<br />PERFORM ALL WORK IN CONFORMANCE WITH FEDERAL, STATE AND LOCAL
<br />JOB SITE SAFETY ORDINANCES, INCLUDING BUT NOT LIMITED TO OSHA
<br />REGULATIONS.
<br />3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN WITH
<br />DISABILITIES ACT (ADA). CONTRACTOR SHALL VERIFY AND IMMEDIATELY
<br />REPORT ANY DISCREPANCIES BETWEEN THE WORK TO BE PERFORMED AND
<br />ADA REQUIREMENTS TO THE ARCHITECT BEFORE PROCEEDING WITH WORK
<br />AFFECTED BY SUCH CONDITIONS.
<br />4. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
<br />5. CONTRACTOR SHALL CARY, AND HAVE IN FORCE, ALL LABOR AND OTHER
<br />LIABILITY INSURANCE COVERAGE NECESSARY TO HOLD THE OWNER,
<br />ARCHITECT AND ARCHITECTS CONSULTING ENGINEERS HARMLESS SHOULD
<br />A CLAIM FOR DAMAGES OCCUR IN THE PART OF AN EMPLOYED CONTRACTOR,
<br />OR OTHER THIRD PARTY CLAIMS. ALL MINIMUM COVERAGE AS REQUIRED BY
<br />OWNER, FOR EACH OCCURRENCE OF THE ABOVE CATEGORIES, WILL BE
<br />SUBSTANTIATED BY PROVIDING THE OWNER AND THE ARCHITECT WITH
<br />CERTIFICATE OF INSURANCE PRIOR TO COMMENCEMENT OF WORK.
<br />6. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE
<br />EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY AND IMMEDIATELY
<br />REPORT ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE
<br />CONSTRUCTION DOCUMENTS TO THE ARCHITECT PRIOR TO PROCEEDING
<br />WITH WORK AFFECTED BY SUCH CONDITION. THE CONTRACTOR SHALL BE
<br />SOLELY RESPONSIBLE FOR INSTALLING WORK WHERE SUCH A DISCREPANCY
<br />EXISTS, IF IT HAS NOT BEEN APPROVED BY THE OWNER.
<br />7. DO NOT SCALE DRAWINGS. NUMERICAL DIMENSIONS GOVERN AND SHOULD
<br />BE VERIFIED AND/OR ESTABLISHED PRIOR TO INSTALLING THE WORK. LARGE
<br />SCALE DRAWINGS AND DIMENSIONS GOVERN OVER SMALL SCALE DRAWINGS
<br />AND DIMENSIONS.
<br />8. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OF ANY KIND RELATED TO
<br />MATERIALS, COLORS, PRODUCTS, MANUFACTURERS, ETC. WITHOUT FIRST A
<br />WRITTEN REQUEST, AND OBTAINING THEN A WRITTEN APPROVAL FROM THE
<br />OWNER AND ARCHITECT.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPAIR OR
<br />REPLACE MENT OF EXISTING WALLS, CEILINGS, LIGHTING, ETC. AFFECTED IN
<br />OTHER AREAS OF THE BUILDING AS A RESULT OF THE CONTRACTOR NOT
<br />PROTECTING SAME DURING THE COURSE OF HIS WORK, AT NO ADDITIONAL
<br />COST TO THE OWNER.
<br />10. THE CONTRACTOR SHALL ARRANGE AND BE RESPONSIBLE FOR
<br />COORDINATING ACCESS TO THE BUILDING THROUGH THE OWNER, AND SHALL
<br />COORDINATE ANY SPECIAL USE OF EQUIPMENT, SUCH AT TIMES AND DATES
<br />OF ACCESS FOR DELIVERY AND REMOVAL OF MATERIALS.
<br />11. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BUILDING AT HIS
<br />OWN EXPENSE AND SHALL MAKE ARRANGEMENTS FOR THE USE OF THE
<br />LOADING DOCK THROUGH THE OWNER. AT THE END OF THE PROJECT, THE
<br />CONTRACTOR WILL REMOVE ALL CONSTRUCTION MATERIALS AND CLEAN ALL
<br />SURFACES OF DIRT, DUST AND STAINS BEFORE VACATING THE WORK AREA.
<br />12. WORK IS TO BE OF FIRST CLASS QUALITY CONSTRUCTION. THE
<br />CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS SHALL BE
<br />RESPONSIBLE FOR THE PROVISION OF ALL MATERIALS AND LABOR REQUIRED
<br />TO PERFORM INSTALLATIONS OF ALL ITEMS DESCRIBED, INDICATED, OR
<br />REASONABLY IMPLIED, AND TO DUPLICATE MATERIALS, DETAILS, ETC. TO
<br />MATCH EXISTING CONDITIONS AS NECESSARY.
<br />13. EVERY CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY IN FIELD (VIF) ALL
<br />EXISTING DIMENSIONS AND CONDITIONS, AND BRING DISCREPANCIES TO THE
<br />ATTENTION OF THE OWNER AND THE ARCHITECT.
<br />14. CONTRACTOR TO PROVIDE DUST -PROOF ENCLOSURE OF WORK AREA WITH
<br />NEGATIVE AIR PRESSURE WITHIN ENCLOSURE DURING CONSTRUCTION TO
<br />MINIMIZE DUST MIGRATION INTO ADJACENT AREAS.
<br />15. ALL MATERIAL SCHEDULED TO BE DEMOLISHED IS TO BE REMOVED THROUGH
<br />WINDOW OPENINGS SUBSEQUENT TO WINDOW UNIT REMOVAL, AND NOT
<br />THROUGH ADJACENT SPACES.
<br />16. GENERAL CONTRACTOR TO PROVIDE POWER, WATER AND SANITARY
<br />CONNECTIONS TO TEMPORARY TRAILER FURNISHED BY OWNER.
<br />17. ALL EXISTING SURFACES THAT ARE WITHIN THE SCOPE OF THE NEW WORK
<br />SHALL BE EXAMINED FOR CRACKS, WAVES, IMPERFECTIONS AND
<br />IRREGULARITIES. ALL SUCH SURFACES SHALL BE PATCHED AND REPAIRED AS
<br />SPECIFIED HEREIN.
<br />18. ALL WORK SHALL BE PERFORMED IN A WORKMAN -LIKE MANNER.
<br />CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE (1) YEAR, UPON
<br />ACCEPTANCE OF THE WORK, THAT ALL WORK PERFORMED SHALL BE FREE
<br />FROM ANY DEFECTS AND FAULTY WORKMANSHIP, AND THAT ANY DEFECTIVE
<br />MATERIAL AND/OR WORK SHALL BE PROMPTLY REPAIRED OR REPLACED
<br />WITHOUT ANY ADDITIONAL COST TO OWNER.
<br />19. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION OPERATIONS
<br />UNDER THIS CONTRACT THAT ARE DEPENDENT UPON EACH OTHER FOR
<br />PROPER INSTALLATION, CONNECTION AND OPERATION, REGARDLESS OF
<br />WHERE ULTIMATE RESPONSIBILITY OF THE PARTICULAR CONSTRUCTION
<br />OPERATION LIES.
<br />20. THE CONTRACTOR SHALL REQUIRE THE INSTALLER OF EACH MAJOR
<br />COMPONENT TO INSPECT BOTH THE SUBSTRATE AND CONDITION UNDER
<br />WHICH WORK IS TO BE INSTALLED. INSTALLATION SHALL NOT PROCEED UNTIL
<br />UNSATISFACTORY AREAS HAVE BEEN CORRECTED IN AN ACCEPTABLE
<br />MANNER.
<br />21. INSTALLATION SHALL FOLLOW IN ORDER OF PRECEDENCE:
<br />a. INSTRUCTIONS CONTAINED IN INDIVIDUAL SPECIFICATION SECTIONS.
<br />b. MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />c. INDUSTRY ASSOCIATION STANDARDS.
<br />19. THESE DRAWINGS HAVE BEEN COMPETED WITH THE UNDERSTANDING THAT
<br />ALL WORK REQUIRED FOR THE FULL PERFORMANCE OR COMPLETION OF ANY
<br />TRADE AND/OR SYSTEM SHALL BE INCLUDED AS PART OF THE PROJECT
<br />SCOPE, WHETHER EXPRESSLY INDICATED OR GENERALLY IMPLIED.
<br />20. CARE MUST BE TAKEN WHEN WORK IS PERFORMED NEAR OR IN CONNECTION
<br />WITH THE SPRINKLER SYSTEM. IT WILL BE THE CONTRACTOR'S
<br />RESPONSIBILITY FOR REPAIR OF ANY DAMAGE DONE TO THE PROPERTY.
<br />SECTION 01000 - GENERAL REQUIREMENTS (CONTD)
<br />21. WHEREVER THE TERM 'CONTRACTOR' IS USED, IT REFERS TO THE GENERAL
<br />CONTRACTOR.
<br />22. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE
<br />OWNER WITH AN UPDATED (MARKED IN RED) SET OF AS -BUILT DRAWINGS
<br />FOR MECHANICAL, PLUMBING, FIRE PROTECTION AND POWER/LIGHTING
<br />SYSTEMS. SEE ENGINEERING DRAWINGS FOR SPECIFIC REQUIREMENTS FOR
<br />EACH DIVISION OF THE WORK.
<br />23. CONTRACTOR WILL BE REQUIRED TO SUPPLY WARRANTEES FOR ALL
<br />EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER
<br />SUBSTANTIAL COMPLETION, OR FOR DURATION SPECIFIED.
<br />24. THE TERM 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL.
<br />SECTION 01045 - CUTTING AND PATCHING
<br />1. REQUIREMENTS OF THIS SECTION APPLY TO ALL ASPECTS OF THE WORK,
<br />INCLUDING MECHANICAL AND ELECTRICAL INSTALLATIONS. REFER TO
<br />DIVISION 15 AND DIVISION 16 SECTIONS FOR OTHER REQUIREMENTS AND
<br />LIMITATIONS APPLICABLE TO CUTTING AND PATCHING MECHANICAL AND
<br />ELECTRICAL INSTALLATIONS.
<br />2. WHERE CUTTING AND PATCHING INVOLVES ADDITION OF REINFORCEMENT TO
<br />STRUCTURAL ELEMENTS, SUBMIT DETAILS AND ENGINEERING CALCULATIONS
<br />TO SHOW HOW REINFORCEMENT IS INTEGRATED WITH THE ORIGINAL
<br />STRUCTURE.
<br />3. APPROVAL BY THE ARCHITECT TO PROCEED WITH CUTTING AND PATCHING
<br />DOES NOT WAIVE THE ARCHITECTS RIGHT TO LATER REQUIRE COMPLETE
<br />REMOVAL AND REPLACEMENT OF A PART OF THE WORK FOUND TO BE
<br />UNSATISFACTORY.
<br />4. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT WOULD
<br />REDUCE THE LOAD -CARRYING CAPACITY OR LOAD -DEFLECTION RATION.
<br />OBTAIN APPROVAL OF THE CUTTING AND PATCHING PROPOSAL BEFORE
<br />CUTTING STRUCTURAL ELEMENTS, INCLUDING EQUIPMENT SUPPORTS.
<br />5. THE CONTRACTOR SHALL REPAIR OR PATCH ALL AREAS WHERE DEMOLITION,
<br />ALTERATIONS OR CUTTING IS REQUIRED TO MAKE WORK FIT, AT NO INCREASE
<br />TO THE CONTRACT AMOUNT. DO NOT CUT AND PATCH OPERATING ELEMENTS
<br />OR SAFETY RELATED COMPONENTS IN A MANNER THAT WOULD RESULT IN
<br />REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR RESULT IN
<br />INCREASED MAINTENANCE, OR DECREASED OPERATIONAL LIFE OR SAFETY.
<br />OBTAIN APPROVAL OF THE CUTTING AND PATCHING PROPOSAL BEFORE
<br />CUTTING AND PATCHING FOLLOWING OPERATING ELEMENTS OR SAFETY
<br />RELATED SYSTEMS:
<br />a. SHORING, BRACING AND SHEETING
<br />b. PRIMARY OPERATIONAL SYSTEMS AND EQUIPMENT
<br />c. AIR OR SMOKE BARRIERS
<br />d. WATER, MOISTURE OR VAPOR BARRIERS
<br />e. MEMBRANES AND FLASHINGS
<br />f. FIRE PROTECTION SYSTEMS
<br />g. NOISE AND VIBRATION CONTROL ELEMENTS AND SYSTEMS
<br />h. CONTROL SYSTEMS
<br />i. COMMUNICATION SYSTEMS
<br />j. CONVEYING SYSTEMS
<br />k. ELECTRICAL WIRING SYSTEMS
<br />7. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL
<br />MATERIALS ARE NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED
<br />SURFACES ARE INVOLVED, USE MATERIALS THAT MATCH EXISTING ADJACENT
<br />SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL
<br />EFFECT. USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR
<br />SURPASS THAT OF EXISTING MATERIALS.
<br />8. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION EXPOSED
<br />ON THE EXTERIOR OR IN OCCUPIED SPACES, IN A MANNER THAT WOULD, IN
<br />THE ARCHITECTS OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES,
<br />OR RESULT IN VISUAL EVIDENCE OF CUTTING AND PATCHING. REMOVE AND
<br />REPLACE WORK CUT AND PATCHED IN A VISUALLY UNSATISFACTORY
<br />MANNER.
<br />9. PROTECTION: PROTECT EXISTING CONSTRUCTION DURING CUTTING AND
<br />PATCHING TO PREVENT DAMAGE.
<br />10. TAKE ALL PRECAUTIONS NECESSARY TO AVOID CUTTING OF EXISTING PIPE,
<br />CONDUIT OR DUCTWORK SERVING THE BUILDING, BUT SCHEDULED TO BE
<br />REMOVED OR RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS
<br />THEM.
<br />11. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO
<br />DAMAGE ELEMENTS TO BE RETAINED OR ADJOINING CONSTRUCTION. WHERE
<br />POSSIBLE, REVIEW PROPOSED PROCEDURES WITH THE ORIGINAL INSTALLER.
<br />COMPLY WITH THE ORIGINAL INSTALLER'S RECOMMENDATIONS.
<br />12. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS
<br />POSSIBLE.
<br />a. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH
<br />RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER
<br />THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
<br />b. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS ONE FINISHES
<br />AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES
<br />IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR
<br />AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS
<br />AND REPLACE WITH NEW MATERIALS, IF NECESSARY, TO ACHIEVE
<br />UNIFORM COLOR AND APPEARANCE.
<br />c. WHERE PATCHING OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND
<br />FINAL PAINT COAT OVER THE ENTIRE UNBROKEN SURFACE CONTAINING
<br />THE PATCH, AFTER THE PATCHED AREA HAS RECEIVED PRIMER AND
<br />SECOND COAT.
<br />d. PATCH, REPAIR OR REHANG EXISTING CEILINGS AS NECESSARY TO
<br />PROVIDE AN EVEN PLANE SURFACE OR UNIFORM APPEARANCE.
<br />13. CLEANING: THOROUGHLY CLEAN AREAS AND SPACES WHERE CUTTING AND
<br />PATCHING IS PERFORMED OR USED AS ACCESS. REMOVED COMPLETELY
<br />PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY
<br />CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR
<br />OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE COVERING AND
<br />STRUCTURAL STEEL FIRE -STEEL INSULATION TO ITS ORIGINAL CONDITION.
<br />SECTION 01340 - SHOP DRAWINGS, SAMPLES AND PRODUCT
<br />DATA SUBMITTALS
<br />1. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE AND SUBMIT
<br />FOR APPROVAL REVIEW BY ARCHITECT, A SCHEDULE FOR SUBMITTALS,
<br />BROKEN DOWN BY DIVISION, ALLOWING 5 DAY ARCHITECTURAL REVIEW
<br />PERIOD, AND INDICATING LEAD TIMES AND DATES BY WHICH MATERIALS ARE
<br />REQUIRED ON SITE.
<br />2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT
<br />DATA AS SPECIFIED IN RELATED SECTIONS. CONTRACTOR SHALL REVIEW ALL
<br />SHOP DRAWINGS, SAMPLES AND PRODUCT DATA BEFORE SUBMITTAL AND
<br />STAMP EACH ITEM AS REVIEWED AND COORDINATED WITH THE
<br />REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SITE CONDITIONS.
<br />SUBMITTALS NOT REVIEWED BY THE CONTRACTOR WILL BE REJECTED UPON
<br />RECEIPT. CONTRACTOR SHALL COORDINATE SUBMITTALS OF INTERRELATED
<br />WORK SO THAT SUBMITTALS WILL NOT BE DELAYED AS A RESULT OF TIME
<br />REQUIRED TO PROPERLY PROCESS SUBMITTALS, INCLUDING TIME FOR
<br />RESUBMITTALS IF NECESSARY.
<br />3. SHOP DRAWINGS AND PRODUCT DATA SHALL BE SUBMITTED IN THE FORM OF
<br />2 PRINTS AND 1 REPRODUCIBLE COPY OF COMPLETE SHOP DRAWINGS,
<br />INSTALLATION AND PRODUCT DATA TO THE ARCHITECT FOR REVIEW. THE
<br />SHOP DRAWINGS SHALL INDICATE THE FILED VERIFICATIONS, DIMENSIONS,
<br />ANCHORS AND ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATIONS,
<br />AND SHALL SHOW THE RELATIONSHIP TO ADJACENT MATERIALS, EXISTING OR
<br />BY OTHER TRADES.
<br />4. SAMPLES SHALL BE SUBMITTED IN PIECES NO SMALLER THAN 12" x 12", OR IN
<br />FULL UNITS OF MATERIALS THAT CANNOT BE CUT (SUCH AS HARDWARE) TO
<br />THE ARCHITECT FOR REVIEW, IN TRIPLICATE.
<br />5. IN SCHEDULING THE PROJECT, THE CONTRACTOR SHALL ALLOW 5 WORKING
<br />DAYS FOR REVIEW OF SHOP DRAWINGS, SAMPLES AND PRODUCT DATA, AND
<br />FOR ANY ADDITIONAL REVIEWS OF RESUBMITTALS.
<br />SECTION 06100 - ROUGH CARPENTRY
<br />1. PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK. PROVIDE
<br />LUMBER OF SIZES INDICATED, WORKED INTO SHAPES SHOWN.
<br />2. MOISTURE CONTENT: 19 PERCENT MAXIMUM FOR LUMBER ITEMS, INCLUDING
<br />ITEMS TO RECEIVE WOOD PRESERVATIVE TREATMENT OR FIRE RETARDANT
<br />TREATMENT.
<br />3. GRADE: STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR
<br />BOARD SIZE LUMBER AS REQUIRED. NO.3 COMMON OR STANDARD GRADE
<br />BOARDS PER SPIB, WCLIB OR WWPA RULES APPLICABLE TO AGENCY UNDER
<br />WHICH LUMBER IS GRADED.
<br />4. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE
<br />EQUIPMENT, PROVIDE FIRE -RETARDANT TREATED PLYWOOD PANELS WITH
<br />GRADE DESIGNATION, APA-B-C PLUGGED INTERIOR WITH EXTERIOR GLUE, IN
<br />THICKNESS NOT LESS THAN 3/4-INCH.
<br />5. FIRE -RETARDANT TREATED LUMBER AND PLYWOOD BY PRESSURE PROCESS:
<br />PRODUCTS WITH A FLAME SPREAD INDEX OF 25 OR LESS WHEN TESTED
<br />ACCORDING TO ASTM E 84, AND WITH NO EVIDENCE OF SIGNIFICANT
<br />PROGRESSIVE COMBUSTION WHEN THE TEST IS EXTENDED AN ADDITIONAL 2C
<br />MINUTES, AND WITH THE FLAME FRONT NOT EXTENDING MORE THAN 10.5
<br />FEET BEYOND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING THE
<br />TEST.
<br />6. WOOD BLOCKING, FURRING AND SHIMS ARE NOT TO BE INSTALLED WITHIN
<br />PARTITION RATED GREATER THAN 1 HOUR.
<br />SECTION 07900 - FIRE STOPPING AND SEALANTS
<br />1. PROJECT CONDITIONS: DO NOT PROCEED WITH INSTALLATION OF JOINT
<br />SEALERS UNDER THE FOLLOWING CONDITIONS: WHEN AMBIENT AND
<br />SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE THE LIMITS
<br />PERMITTED BY JOINT SEALER MANUFACTURER OR BELOW 40 DEG. F OR 5
<br />DEG. C, WHEN JOINT SUBSTRATES ARE WET DUE TO RAIN, FROST,
<br />CONDENSATION, OR OTHER CAUSES, OR WHEN JOINT WIDTHS ARE LESS
<br />THAN THOSE ALLOWED BY THE JOINT -SEALANT MANUFACTURER FOR
<br />APPLICATIONS INDICATED.
<br />2. JOINT SUBSTRATE CONDITIONS:
<br />a. DO NOT PROCEED WITH INSTALLATION OF JOINT SEALERS UNTIL ALL
<br />CONTAMINANTS CAPABLE OF INTERFERING WITH THEIR ADHESION ARE
<br />REMOVED FROM JOINT SUBSTRATES.
<br />b. INSTALL BACKER ROD OR BOND BREAKER TAPE, CONSISTENT WITH
<br />MANUFACTURER'S SPECIFICATIONS, TO ENSURE THAT SEALANTS WILL
<br />PERFORM PROPERLY.
<br />4. COMPATIBILITY: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER
<br />RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH
<br />JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS
<br />DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD
<br />EXPERIENCE.
<br />5. CONTENT: PROVIDE SEALANTS AND SEALANT PRIMERS FOR USE INSIDE THE
<br />WEATHERPROOFING SYSTEM WITH LOWEST VOC CONTENT POSSIBLE.
<br />6. SUBMITTALS: PROVIDE TO THE ARCHITECT FOR REVIEW PRODUCT DATA AND
<br />SAMPLES FOR EACH TYPE AND COLOR TO BE INSTALLED ON THE PROJECT.
<br />7. COLORS: PROVIDE COLORS OF EXPOSED JOINT SEALERS FOR REVIEW BY THE
<br />ARCHITECT, FROM THE MANUFACTURER'S STANDARD COLORS.
<br />8. ACOUSTICAL SEALANT FOR CONCEALED JOINTS: MANUFACTURER'S
<br />STANDARD, NONDRYING, NONHARDENING, NONSKINING, NONSTAINING,
<br />GUNNABLE, SYNTHETIC RUBBER SEALANT RECOMMENDED FOR SEALING
<br />INTERIOR CONCEALED JOINTS TO REDUCE TRANSMISSION OF AIRBORNE
<br />SOUND.
<br />SECTION 07900 - FIRE STOPPING AND SEALANTS (CONT'D)
<br />SECTION 08710 - DOOR HARDWARE
<br />9. FIRE-RESISTANT JOINT SEALERS: PROVIDE MANUFACTURER'S STANDARD
<br />1.
<br />SUBMIT PRODUCT DATA, HARDWARE AND FINISH SAMPLES FOR REVIEW.
<br />FIRE -STOPPING SEALANT HAVING FIRE -RESISTANCE RATINGS INDICATED AS
<br />2
<br />PROVIDE COMMERCIAL DOOR HARDWARE FOR OPENINGS INDICATED IN THE
<br />ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 814 BY
<br />DOOR SCHEDULE.
<br />UNDERWRITERS LABORATORY INC. FOR USE IN THROUGH PENETRATION
<br />FIRE -STOP SYSTEM FOR FILLING OPENINGS AROUND CABLES, CONDUIT, PIPES
<br />3.
<br />ACCESSIBILITY REQUIREMENTS: COMPLY WITH ADA-ABA ACCESSIBILITY
<br />AND SIMILAR PENETRATIONS THROUGH FIRE RATED WALLS, ALL FLOORS, AND
<br />GUIDELINES AND ICC/ANSI All 17.1.
<br />AS NOTED ON DRAWINGS. PROVIDE FORMING, JOINT FILLERS, PACKING AND
<br />4.
<br />COORDINATION: OBTAIN AND DISTRIBUTE, TO THE PARTIES INVOLVED,
<br />OTHER ACCESSORY MATERIALS REQUIRED FOR INSTALLATION OF
<br />TEMPLATES FOR DOORS, FRAMES AND OTHER WORK SPECIFIED TO BE
<br />FIRE -STOPPING SEALANTS AS APPLICABLE TO INSTALLATION CONDITIONS.
<br />FACTORY PREPARED FOR INSTALLING DOOR HARDWARE.
<br />10. CLEANING: CLEAN OFF EXCESS SEALANTS OR SEALANT SMEARS ADJACENT
<br />5.
<br />COORDINATE DOOR HARDWARE WITH OTHER WORK. FURNISH SHOP
<br />TO JOINTS AS WORK PROGRESSES BY METHODS AND WITH CLEANING
<br />DRAWINGS OF OTHER WORK WHERE REQUIRED OR REQUESTED TO
<br />MATERIALS APPROVED BY MANUFACTURERS OF JOINT SEALERS AND OF
<br />COORDINATE INSTALLATION.
<br />PRODUCTS IN WHICH JOINTS OCCUR.
<br />6.
<br />PREPARE DOOR HARDWARE SCHEDULE UNDER THE SUPERVISION OF
<br />11. PROTECTION: PROTECT JOINT SEALERS DURING AND AFTER CURING PERIOD
<br />SUPPLIER, DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE, AS
<br />FROM CONTACT WITH CONTAMINATING SUBSTANCES OR FROM DAMAGE
<br />WELL AS PROCEDURES AND DIAGRAMS. COORDINATE THE FINAL DOOR
<br />RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES, SO THAT
<br />HARDWARE SCHEDULE WITH DOORS, FRAMES AND RELATED WORK TO
<br />THEY ARE WITHOUT DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL
<br />ENSURE PROPER SIZE, THICKNESS, HAND, FUNCTION AND FINISH OF DOOR
<br />COMPLETION. IF DAMAGE OR DETERIORATION OCCURS, CUT OUT AND
<br />HARDWARE.
<br />REMOVE DAMAGED OR DETERIORATED JOINT SEALERS IMMEDIATELY AND
<br />RESEAL JOINTS WITH NEW MATERIAL TO PRODUCE JOINT SEALER
<br />a.
<br />FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL
<br />INSTALLATIONS WITH REPAIRED AREAS INDISTINGUISHABLE FROM ORIGINAL
<br />FORMAT IN DOOR HARDWARE INSTITUTE'S "SEQUENCE AND FORMAT FOR
<br />THE HARDWARE SCHEDULE."
<br />WORK.
<br />b.
<br />ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO
<br />DOOR HARDWARE SETS INDICATING COMPLETE DESIGNATIONS OF
<br />EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING.
<br />SECTION 08100 - DOORS AND FRAMES
<br />C.
<br />PROVIDE COMPLETE HARDWARE SETS FOR ALL OPENINGS SHOWN, IN
<br />COMPLIANCE WITH LOCAL CODES AND INDUSTRY STANDARDS.
<br />d
<br />WHERE REQUIRED TO MATCH EXISTING BUILDING ITEMS PROVIDE
<br />1. SUBMITTALS:
<br />a. SCHEDULE PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER
<br />USING SAME REFERENCE NUMBERS FOR DETAILS AND OPENINGS AS
<br />THOSE ON DRAWINGS
<br />b. PRODUCT DATA FOR EACH TYPE OF DOOR AND FRAME REQUIRED,
<br />INCLUDING ANY REQUIRED ACCESSORIES.
<br />c. SUBMIT SHOP DRAWINGS SHOWING LOCATION IN PLAN OF EACH DOOR
<br />TYPE, ELEVATION OF EACH DOOR TYPE, DOOR EDGE DETAILS, FRAME
<br />PROFILES, METAL THICKNESSES, PREPARATIONS FOR HARDWARE, ANY
<br />OTHER KEY DETAILS.
<br />d. SAMPLES FOR VERIFICATION FOR EACH TYPE OF EXPOSED FINISH
<br />REQUIRED.
<br />3. ALL DOORS, FRAMES, AND HARDWARE SHALL BE INSTALLED SO AS TO
<br />PROVIDE A COMPLETE INSTALLATION, IN CONFORMANCE WITH ALL
<br />APPLICABLE CODES AND ORDINANCES.
<br />4. EXTENT OF STANDARD STEEL AND WOOD DOORS AND FRAMES ARE
<br />INDICATED AND SCHEDULED ON THE DRAWINGS.
<br />5. PROVIDE METAL DOORS AND FRAMES WHICH COMPLY WITH STEEL DOOR
<br />INSTITUTE'RECOMMENDED SPECIFICATIONS: STANDARD STEEL DOORS AND
<br />FRAMES' (SDI-100) AND AS HEREIN SPECIFIED.
<br />6. FIRE -RATED DOOR ASSEMBLIES: WHERE FIRE -RATED DOOR ASSEMBLIES ARE
<br />INDICATED OR REQUIRED, PROVIDE FIRE -RATED DOOR AND FRAME
<br />ASSEMBLIES THAT COMPLY WITH NFPA 80'STANDARD FOR FIRE DOORS AND
<br />WINDOWS', AND HAVE BEEN TESTED, LISTED, AND LABELED IN ACCORDANCE
<br />WITH ASTM E 152 'STANDARD METHODS OF FIRE TESTS OF DOOR
<br />ASSEMBLIES' BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING AND
<br />INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
<br />7. STANDARD HOLLOW METAL DOORS: COMPLY WITH ANSI/SDI A250.4 FOR
<br />PHYSICAL PERFORMANCE LEVEL. PROVIDE DOORS WITH DESIGN AS
<br />INDICATED ON DRAWINGS. CORE CONSTRUCTED OF MANUFACTURER'S
<br />STANDARD KRAFT PAPER HONEYCOMB, POLYSTYRENE, POLYURETHANE,
<br />POLYICOSYANURATE, MINERAL BOARD, OR VERTICAL STEEL -STIFFENER
<br />CORE. FACE SHEETS FABRICATED FROM COLD -ROLLED STEEL SHEET.
<br />8. STANDARD HOLLOW METAL FRAMES: COMPLY WITH ANSI/SDI A250.8 AND WITH
<br />DETAILS INDICATED FOR TYPES AND PROFILE, FABRICATED FROM
<br />COLD -ROLLED STEEL SHEET.
<br />9. VERIFY ACTUAL DIMENSIONS OF OPENINGS BY FIELD MEASUREMENTS
<br />BEFORE FABRICATION.
<br />10. KEYING OF ALL DOORS SHALL BE COORDINATED WITH THE BUILDING
<br />ENGINEER.
<br />11. CONTRACTOR SHALL SUBMIT A COMPLETE DOOR AND HARDWARE SCHEDULE
<br />FOR REVIEW BY THE ARCHITECT.
<br />MEP / FP Engineer
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312.454.9100
<br />MANUFACTURERS AND PRODUCTS THAT MATCH BUILDING STANDARDS.
<br />e. COORDINATE DOOR FUNCTION AND KEYING WITH TENANT/OWNER.
<br />8. FIRE -RATED DOOR ASSEMBLIES: PROVIDE DOOR HARDWARE RATED FOR USE
<br />IN ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY
<br />UNDERWRITERS' LABORATORIES FOR FIRE -RATINGS INDICATED, BASED ON
<br />TESTING AT POSITIVE PRESSURE ACCORDING TO NFPA 252 OR UL 10C.
<br />9. ELECTRIFIED DOOR HARDWARE: LISTED AND LABELED AS DEFINED IN NFPA
<br />70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO THE AUTHORITIES
<br />HAVING JURISDICTION OVER THE PROJECT.
<br />10. PROVIDE FINISHES COMPLYING WITH BHMA A156.18 AS INDICATED IN DOOR
<br />HARDWARE SCHEDULE,
<br />11. INSTALLATION: INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH
<br />MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE DOOR REINFORCING
<br />AND BLOCKING FOR INSTALLATION OF DOOR HARDWARE WITHOUT
<br />THRU-BOLTS. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES
<br />HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. SET UNITS LEVEL,
<br />PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE
<br />ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND
<br />OPERATION.
<br />a. STEEL DOORS AND FRAMES: FOR SURFACE APPLIED DOOR HARDWARE,
<br />DRILL AND TAP DOORS AND FRAMES ACCORDING TO ANSI/SDI A250.6.
<br />b. WOOD DOORS: COMPLY WITH DHI/WDHS.5 "RECOMMENDED HARDWARE
<br />REINFORCEMENT LOCATIONS FOR MINERAL CORE WOOD FLUSH DOORS."
<br />12. WARRANTIES
<br />a. GENERAL: 3 YEARS FROM SUBSTANTIAL COMPLETION
<br />b. CLOSERS: 10 YEARS FROM SUBSTANTIAL COMPLETION
<br />C. FLOOR CLOSERS: 5 YEARS FROM SUBSTANTIAL COMPLETION.
<br />SECTION 08800 - INTERIOR GLASS AND GLAZING
<br />1. INTERIOR GLAZING SHALL BE AS SCHEDULED AND SHALL COMPLY WITH ANSI
<br />Z 97.1 AND TESTING REQUIREMENTS OF 16 CFR PART 1201 FOR CATEGORY II
<br />MATERIALS.
<br />2. SUBMITTALS: PROVIDE TO THE ARCHITECT THE FOLLOWING FOR EACH TYPE
<br />OF GLASS:
<br />a. PRODUCT DATA
<br />b. SHOW DRAWINGS INDICATING LAYOUT AND DETAILS FOR REVIEW
<br />c. FINISH SAMPLES.
<br />3. GLAZING: COMPLY WITH COMBINED PRINTED RECOMMENDATIONS OF GLASS
<br />MANUFACTURERS, OF MANUFACTURERS OF SEALANTS, GASKETS AND OTHER
<br />GLAZING MATERIALS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE
<br />INDICATED, INCLUDING THOSE OF REFERENCED GLAZING STANDARDS.
<br />4. PROVIDE GLAZING SEALANTS WITH THE LOWEST VOC CONTENT POSSIBLE.
<br />5. ENVIRONMENTAL CONDITIONS: DO NOT PROCEED WITH GLAZING WHEN
<br />AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE THE
<br />LIMITS PERMITTED BY GLAZING MATERIAL MANUFACTURER OR WHEN JOINT
<br />SUBSTRATES ARE WET.
<br />6. REMOVE AND REPLACE GLASS WHICH IS BROKEN, CHIPPED, CRACKED,
<br />ABRADED OR DAMAGED IN OTHER WAYS DURING CONSTRUCTION PERIOD,
<br />INCLUDING NATURAL CAUSES, ACCIDENTS AND VANDALISM.
<br />7. WASH GLASS BY METHOD RECOMMENDED BY GLASS MANUFACTURER.
<br />Design Architect
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312.454.9100
<br />Nestle Waters North America
<br />Nestle Waters North America
<br />4330 20th Street
<br />Zephyrhills, Florida 33542-6703
<br />972.462.3663
<br />SECTION 09250 - GYPSUM PARTITIONS
<br />1. QUALITY CONTROL: NOTIFY ARCHITECT UPON COMPLETION OF THE
<br />FOLLOWING; ARCHITECT RESERVES THE RIGHT TO REVIEW BOTH IN FILED
<br />PRIOR TO COMMENCING NEXT STAGE:
<br />a. WALL LAYOUT.
<br />b. UTILITY ROUGH -IN PRIOR TO GYPSUM INSTALL.
<br />2. INSTALLATIONS, UNLESS OTHERWISE INDICATED: PROVIDE STUDS 0.0179 IN,
<br />MINIMUM THICKNESS, UNLESS OTHERWISE NOTED, FOR PARTITIONS HAVING
<br />THE SAME MATERIAL AND THE SAME MATERIAL THICKNESS ON BOTH SIDES
<br />OF FULL HEIGHT. SUSPENDED CEILINGS ARE NOT CONSIDERED LATERAL
<br />SUPPORT FOR PARTITIONS.
<br />3. GYPSUM BOARD INSTALLATION: COMPLY WITH ASTM C840 UNLESS
<br />OTHERWISE NOTED. INSTALL CONTROL JOINTS IN PARTITION, WALL AND WALL
<br />FURRING RUNS EXCEEDING 30 FT. FULL HEIGHT. DOOR FRAMES MAY BE
<br />CONSIDERED A CONTROL JOINT. BACK-UP CONTROL JOINTS IN FIRE -RATED
<br />PARTITIONS WITH 2-LAYERS OF TYPE X FIRE -RESISTIVE GYPSUM BOARD OR
<br />SAFING INSULATION IN ACCORDANCE WITH MANUFACTURER'S FIRE -RATED
<br />CONTROL JOINT DETAILS.
<br />4. GYPSUM BOARD MATERIALS: 'WATER RESISTANT' PER ASTM C1396, SECTION
<br />7.
<br />5. PROVIDE GYPSUM BOARD PANELS IN MAXIMUM LENGTHS AND WIDTHS
<br />AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND THAT
<br />CORRESPOND WITH SUPPORT SYSTEM INDICATED.
<br />6. ACOUSTICAL INSULATION: COMPLY WITH FS HH-1-521F. SEAL CONSTRUCTION
<br />AT PERIMETERS, CONTROL AND EXPANSION JOINTS, OPENINGS AND
<br />PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT
<br />INCLUDING A BEAD AT BOTH FACES OF PARTITIONS. COMPLY ALSO WITH
<br />ASTM C 919 AND MANUFACTURER'S RECOMMENDATIONS FOR LOCATION OF
<br />EDGE TRIM, AND CLOSE OFF SOUND -FLANKING PATHS AROUND TO THROUGH
<br />CONSTRUCTION, INCLUDING SEALING OF PARTITIONS ABOVE ACOUSTICAL
<br />CEILINGS.
<br />7. ACOUSTICAL SEALANT: COMPLY WITH ASTM C 919, NON -OXIDIZING,
<br />SKINNABLE, PAINTABLE, GUNNABLE SEALANT FOR EXPOSED APPLICATIONS.
<br />8. GYPSUM BOARD PARTITION TRIM:
<br />a. PROVIDE CASING BEAD WHERE DRYWALL ABUTS MASONRY AND
<br />CONCRETE WALLS.
<br />b. PROVIDE PARTITION CAP WHERE PARTITIONS ABUT WINDOW FRAMES.
<br />c. PROVIDE CORNER BEAD AT EXTERNAL CORNERS. COMPLY WITH ASTM C
<br />1047.
<br />9. BLOCKING/REINFORCEMENT: PROVIDE METAL OR WOOD BLOCK
<br />REINFORCEMENT BEHIND GYPSUM BOARD FOR ANCHORAGE AND SUPPORT
<br />OF DOOR HARDWARE, WALL STOPS, WASHROOM ACCESSORIES, AND
<br />MISCELLANEOUS ITEMS AS NECESSARY.
<br />10. PROVIDE METAL STUD PARTITIONS CAPABLE OF CARRYING A TRANSVERSE
<br />LOAD OF 5 PSF WITHOUT EXCEEDING A DEFLECTION OF L/120; DO NOT
<br />EXCEED ALLOWABLE STRESS OF STUD UNDER A 5 PSF TRANSVERSE LOAD.
<br />11. METAL STUD MATERIALS AND INSTALLATION: COMPLY WITH ASTM C 754 AND
<br />WITH ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING.
<br />SECTION 09510 - SUSPENDED CEILING SYSTEMS
<br />1. THE CEILING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH
<br />MANUFACTURER'S INSTRUCTIONS.
<br />2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL OTHER TRADES WITH
<br />THE INSTALLATION OF THE CEILING SYSTEM.
<br />3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF A COMPLETE
<br />CEILING SYSTEM INCLUDING ALL GRIDS, TIES, STRUCTURAL SYSTEMS,
<br />ACCESSORIES, ETC. AS NOTED ON DRAWINGS AND AS REQUIRED BY
<br />MANUFACTURER.
<br />4. CONTRACTOR SHALL PROVIDE CEILING GRID AND ALL NECESSARY
<br />ACCESSORIES FOR INSTALLATION OF APPROVED CEILING DEVICES SUCH AS
<br />SLOT DIFFUSERS, HVAC GRILLES AND REGISTERS, AND LIGHT FIXTURES.
<br />CONTRACTOR SHALL COORDINATE THE WORK OF ALL OTHER TRADES WITH
<br />THE INSTALLATION OF THE CEILING SYSTEM.
<br />5. SURFACE BURNING CHARACTERISTICS SHALL COMPLY WITH ASTM E 1264 AND
<br />AS NOTED. CEILING FLAME SPREAD RATING SHALL NOT EXCEED 75 (25 WITHIN
<br />STAIRWAYS, CORRIDORS AND LOBBIES). MAXIMUM SMOKE SPREAD SHALL
<br />NOT EXCEED 200.
<br />6. FOR CUTTING AND PATCHING WORK MATCH EXISTING CEILING
<br />SYSTEM UNLESS THE EXISTING CEILING DOES NOT COMPLY WITH
<br />CURRENT SURFACE BURNING REQUIREMENTS OR OTHERWISE NOTED. ALSO
<br />REFER TO SECTION 01045 - CUTTING AND PATCHING.
<br />7. CEILING GRID SHALL BE SECURED TO THE STRUCTURAL FRAMING ALONE. NO
<br />CONNECTIONS TO FLOOR OR ROOF DECK ABOVE WILL BE PERMITTED.
<br />8. EXTRA MATERIALS: FURNISH QUANTITY OF FULL SIZE UNITS OF ACOUSTIC
<br />CEILINGS AND EXPOSED SUSPENSION SYSTEM EQUAL TO 2 PERCENT OF THE
<br />AMOUNT INSTALLED TO THE TENANT.
<br />9. CLEANING: CLEAN EXPOSED SURFACES OF ACOUSTICAL TILE CEILINGS,
<br />INCLUDING TRIM AND EDGE MOLDINGS. COMPLY WITH MANUFACTURER'S
<br />WRITTEN INSTRUCTIONS FOR CLEANING AND TOUCH-UP OF MINOR FINISH
<br />DAMAGE. REMOVE AND REPLACE TILES AND OTHER CEILING COMPONENTS
<br />THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY
<br />ELIMINATE EVIDENCE OF DAMAGE.
<br />10. SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH TYPE OF SYSTEM SPECIFIED,
<br />INCLUDING MANUFACTURER'S DETAILS FOR FASTENING, ATTACHMENT,
<br />SPLICING, TRIMS AND MOLDINGS. SUBMIT SHOP DRAWINGS THAT INCLUDE
<br />EDGE LOCATIONS AND TYPES, CUTOUTS, MECHANICAL/ELECTRICAL WORK
<br />LOCATIONS, TILE PATTERN, CENTERLINES, AND WORKPOINTS.
<br />71'N-etliders
<br />4
<br />3
<br />09.18.2013
<br />09.11.2013
<br />ISSUE FOR PERMIT
<br />ISSUE FOR BIDS
<br />2
<br />1
<br />NO.
<br />09.03.2013
<br />08.16.2013
<br />DATE
<br />CD REVIEW PACKAGE
<br />DID REVIEW PACKAGE
<br />REVISIONS/ISSUANCES
<br />�PSTEIN
<br />Architecture
<br />Chicago
<br />Interiors
<br />New York
<br />Engineering
<br />Bucharest
<br />Construction
<br />Warsaw
<br />600 W. Fulton Street
<br />Chicago, IL 60661-1259
<br />T 312.454.9100
<br />www.epsteinglobal.com
<br />PROJECT NUMBER: 12386
<br />PROJECT MANAGER: JK
<br />ARCH/ENG: LK
<br />SCALE: 1 /32" =1'-0"
<br />DRAWN BY: JK
<br />CHECKED BY: LK
<br />INTERIOR OUTLINE
<br />SPECIFICATONS
<br />NORTH AMERICA
<br />SEAT_
<br />f
<br />CA-003
<br />A. Epstein and Sons International, Inc. All rights reserved.
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