Loading...
1 Ocean Blvd. COMM18-0037 dwgs 1DRAWING INDEX L re,WA9 FF&E RENOVATION WOMEN'S RESTROOM RENOVATION NFPA 101 LIFE SAFETY CODE W/ FLORIDA MODIFICATIONS 2017 FLORIDA BUILDING CODE—ENERGY, 6TH EDITION ACCESSIBILITY: 2010 AMERICANS WITH DISABILITIES ACT CODE 8. NUMBER OF STORIES: 9 9. ZONING: ACG — COMMERCIAL, GENERAL ATLANTIC BEACH 10. RE#: 170229-0000 11. DEADEND LIMIT: 20 FEET (A-3) 12. COMMON PATH: 75' 13. TRAVEL DISTANCE: 250' 14. INTERIOR WALL AND CEILING FINISH REQUIREMENTS AND FIRE PROTECTION ELEMENTS: REFER TO MEP FOR FIRE PROTECTION NOTES 15. DESCRIPTION OF WORK: FF&E UPGRADES, STEAM UNIT INSTALLATION, AND BRIGHTWORK REPLACEMENT IN WOMEN'S LOCKER ROOM PROJECT CONTACTS -CLIENT CONTACTS ARCHITECT PME ENGINEER OF RECORD KNOWLEDGE COMPLY WITH THE REQUIREMENTS, GEORGE SARFATTY, AIA KEN KRAUS PE— ENGINEER OF RECORD REMINGTON HOTELS 14185 DALLAS PARKWAY, SUITE 1150 500 DAVIS STREET, SUITE 615 760 TELSER ROAD LAKE ZURICH, ILLINOIS 60047 DALLAS, TEXAS 75254 EVANSTON, ILLINOIS 60201 P: 847.906.5227 P: 847.719.1708 x102 F: 847.920.1101 E: kkraus@cartlandkraus.com BARBARA CARLSON— VICE PRESIDENT INTERIOR SHELLIE GAZLAY — VICE PRESIDENT N V OWNER DESIGN ASHFORD ATLANTIC BEACH, LLC E: barbarocarlson@remingtonhotels.com P: 847-906-5245 E: sgozlay@sorfatty.com W ON �rn C/O EASLEY McCALEB & ASSOCIATES •• 10 co 431 E HORATIO AVE, SUITE 120 ADAM FELICIANO — PROJECT MANAGER MAITLAND, FL 32751 P: 847-906-5224 Z Lu E: afeliciano@sarfatty.com REGULATORY AGENCIES BUILDING DEPARTMENT FIRE DEPARTMENT 800 SEMINOLE ROAD ' 850 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ATLANTIC BEACH, FL 32233 P: 904.247.5800 P: 904.247.5859 F: 904.247.5805 BUILDING PLAN A ONE OCEAN RESORT AND SP - - PLAN NORTH ACTUAL NORTH T o SCALE : NTS CERTIFICATION I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH THE REQUIREMENTS, CODES AND ORDINANCES OF DUVAL COUNTY, FLORIDA. GEORGE SARFATTY #AT -0016932 LICENSE EXPIRES 2/28/2019 --- Q o0 �^ p a .�o �x rs u- C rn r � a N V Q 3 a D N �o 0 00 W ON �rn ov •• 10 co 0 SEAL: <E CF p< 0 AR0016932 C) 18-047 CHECKED BY AEF/SHG DRAWN BY LAP SHEET TITLE TITLE SHEET SHEET NO z 0 Elf cn "o Of w 0— Of Of 0 0 w cn w � o 0 z • rs re D 00 un •• Lu • Z Lu Lu 0 o LU LU o SEAL: <E CF p< 0 AR0016932 C) 18-047 CHECKED BY AEF/SHG DRAWN BY LAP SHEET TITLE TITLE SHEET SHEET NO z 0 Elf cn "o Of w 0— Of Of 0 0 w cn w � o 0 z GENERAL CONDITIONS 1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL ADOPTED CODES, ORDINANCES, REGULATIONS, LAWS, STATUTES, GUIDELINES AND REQUIREMENTS OF BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION. ANY VARIANCES IN INTERPRETATION FROM THE ABOVE MENTIONED GOVERNING FACTORS SHALL BE WITH THE WRITTEN CONSENT OF THE GOVERNING JURISDICTION. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PROPERLY LICENSED IN THE LEGAL JURISDICTION AND WITH ALL OTHER GOVERNING AUTHORITIES WHERE THE WORK IS TO BE DONE. 2, THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS SHALL CAREFULLY STUDY ALL CONTRACT DOCUMENTS AND ACQUIRE A THOROUGH UNDERSTANDING OF THE PROJECT AND THE WORK REQUIRED TO ACHIEVE THE DESIGN INTENT AS SHOWN IN THE CONTRACT DOCUMENTS. 3. ALL CONSTRUCTION, INCLUDING MEP/FP IS TO CONFORM TO THE AMERICANS WITH DISABILITIES ACT AND LOCAL ACCESSIBILITY CODES AND ORDINANCES. THE STRICTEST PROVISIONS SHALL GOVERN. 4. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIED DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED DUE TO HIDDEN CONDITIONS, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR OR BE REFERENCED, IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND ALL OTHER CONSULTANT'S DRAWINGS FOR ADDITIONAL INFORMATION PERTINENT TO THEIR CONTRACT. ALL PROJECT NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. PROJECT NOTES WILL APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON ANYONE SHEET ARE TO BE APPLIED ON RELATED DRAWINGS AND DETAILS ON ANY OTHER SHEET, AS APPLICABLE. 6. THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE TRADES WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING DRAWINGS, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS OR OTHER TRADES, SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 7. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ENGINEERING DRAWINGS FOR ELECTRICAL AND COMMUNICATION OUTLETS AND LIGHT FIXTURE LOCATIONS. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. AT ANY PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES BY NEW OR EXISTING DUCTWORK, CONDUIT, PIPING, ETC., PENETRATIONS SHALL BE SEALED WITH UL -APPROVED DESIGNS AND MATERIALS TO MAINTAIN THE RATING OF THE ASSEMBLY. DIMENSIONING 1. PARTITIONS ARE DIMENSIONED TO THE FINISHED FACE OF THE WALL UNO. 2. PARTITION THICKNESS AND CONSTRUCTION ARE DESIGNATED BY PARTITION TARGET SYMBOLS. REFER TO PARTITION DETAILS FOR REQUIREMENTS. 3. DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED BETWEEN WALLS OR POSITIONED WITH ONE JAMB 4" (FROM ADJACENT WALL TO INSIDE FACE OF FINISHED JAMB) OR COLUMN AS SHOWN ON THE_ PLANS AND/OR DETERMINED BY THE DETAILS. 4. WHEN UN -DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALL AND FRAMES. 5. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH THE WORK OF OTHER TRADES. 6. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. 7. ALL DIMENSIONS TO ELECTRICAL AND PLUMBING FIXTURES ARE TO THE CENTERLINE OF FIXTURE, UNO. 8. DUE TO VARIATIONS IN FIELD CONDITIONS, ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. MECHANICAL ELECTRICAL AND PLUMBING 1 REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FLOOR DRAINS OR IN -FLOOR ELECTRICAL OUTLETS 2, THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS AND SLEEVES THROUGH FLOORS, CEILINGS, ROOFS, WALLS STRUCTURAL MEMBERS AND ARCHITECTURAL ELEMENTS WITH CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION: ELECTRICAL AND ANY OTHER DISCIPLINE, DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS. 3. COORDINATE PLACEMENT OF ALL CEILINSTEBEMWEEN DRAW NGSMECHANICAL, INSTALLAT�CN,LCO D ULTETHEO ARCHITECT PRIOR INSTALLER. WHERE DISCREPANCIES EX TO PROCEEDING. 4. ALL EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE APPROVED BY THE APPROPRIATE GOVERNING AGENCY FOR COMPLIANCE WITH GOVERNING BUILDING CODES. FIRE PROTECTION NOTES 1. CONTRACTOR SHALL EXAMINE THE DRAWINGS AND VISIT THE SITE TO DETERMIN THE FULL EXTENT OF THE WORK REQUIRED. CONTRACTOR SHALL ALSO CONSULT WITH THE LOCAL AUTHORITIES TO DETERMINE THE LOCAL CODE REQUIREMENTS. SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER HAS COMPLIED WITH THE ABOVE. 2. ALL 'MATERIAL, EQUIPMENT, METHODS OF INSTALLATION AND OTHER LIKE ITEMS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LOCAL FIRE PROTECTION JURISDICTION. ALL MATERIAL AND EQUIPMENT SHALL BE UL LABELED AND FACTORY MUTUAL APPROVED. IN THE EVENT OF CONFLICT, THE MOST STRINGENT TO GOVERN. 3. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE FIRE DEPARTMENT AS WELL AS CONCERNED PARTIES OF ANY TEMPORARY DISRUPTION OF SERVICES AS REQUIRED TO COMPLETE THE PROJECT. ANY TEMPORARY PROVISIONS REQUIRED SHALL BE THE SPRINKLER CONTRACTORS RESPONSIBILITY. 4. FIRE PROTECTION SUB -CONTRACTOR SHALL SUBMIT REQUIRED DOCUMENTS AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES HAVING JURISDICTION. 5. FIREPROOFING REQUIREMENTS SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS. MISCELLANEOUS NOTES 1. ALL FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL CONCRETE SLAB OR TO OF SUB -FLOOR SHEATHING, UNO 2. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER 0 AVOID MOLECULAR BREAKDOWN. 3. GENERAL CONSTRACTOR IS RESPONSIBLE FOR ALL MATERIAL TAKEOFFS. CONTRACTOR SHALL COORDINATE ALL REQUIRED MATERIAL QUANTITIES WITH ARCHITECTURAL, MEP, FP AND ALL OTHER DRAWINGS. FINAL MATERIAL TAKEOFFS SHALL NOT BE LIMITED TO ANY SINGLE DISCIPLINE. CONTRACT ADMINISTRATION PROCEDURES 1. ;FOR SUBMITTAL PROCEDURES, SEE SPECIFIC TERMS. OF CONSTRUCTION CONTR�CT. 1. GENERAL SITE CONDITIONS THE FOLLOWING GENERAL CONDITIONS SHOULD BE STRICTLY FOLLOWED BY ALL CONTRACTORS AT THE PROJECT SITE. 1. A COPY OF THESE RULES MUST BE READ BY ALL CONTRA -_TORS, EMPLOYEES OF CONTRACTORS OR AGENTS OF CONTRACTORS AND POSTED ON THE JOB SITE AT ALL TIMES. 2. BUILDING PERMITS MUST BE POSTED ON THE JOB SITE AT ALL TIMES. 3, THE GENERAL CONTRACTOR MUST KEEP A RECORD SET OF PERMITTED PLANS ON-SITE AT ALL TIMES. ANY FIELD ADJUSTMENTS SHALL BE NOTED ON A FIELD SET OF DRAWINGS AND GIVEN TO THE OWNER AT THE CLOSE OF THE PROJECT. 4, NO COOKING OF ANY KIND WILL BE ALLOWED ON THE SITE_:- 5. NO INTERVIEWING OF JOB APPLICANTS OR SUB -CONTRACTORS WILL OCCUR ON-SITE WITHOUT PRIOR APPROVAL BY PROPERTY MANAGEMENT AND PRIOR SCHEDULED APPOINTMI_NT. 6. ALL WORK AREAS SHOULD BE CLEANED DAILY OF TRASH, DEBRIS AND NON -USEFUL MATERIALS. FAILURE TO DO S WILL RESULT IN THE OWNER PM PROVIDING THIS SERVICE AND BACK CHARGING THE CONTRACTOR ACCORDINGLY. CONTRACTORS WILL BE REQUIRED TO MONITOR ALL TRAFFIC AND WORK THROUGH THE SERVICE ELEVATOR LOBBIES AND CORRIDORS TO ENSURE THAT DUST AND DEBRIS ARE NOT TRACKED INTO PUBLIC AREAS. 7, ALL SUBCONTRACTORS WILL USE RUBBER WHEELED CARTS, HAND TRUCKS AND TOOL CHESTS, ETC. WHEN MOVING MATERIALS THROUGH THE BUILDING OR REMOVING TRASH FROM THE BUILDING. IF ACCESS TO THE WORK AREA NECESSITATES TRAVEL THROUGH COMMON CORRIDORS, THE FINISHES SHOULD BE PROTECTED BY THE PLACEMENT OF MASONITE PANELS ALONG THE ROUTE. TILE, CARPET OR WALL DAMAGE WILL BE THE SUBCONTRACTOR' RESPONSIBILITY. 8. NO STORAGE OF SUPPLIES OR TRASH WILL BE ALLOWED It THE AREA. 9. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REN,IOVE OR RE-ROUTE EXISTING ELECTRICAL CONDUITS AND PIPES AS REQUIRED PER THE SCOPE OF WORK. 10. CORING OF STRUCTURAL ELEMENTS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE OWNER OR ARCHITECT. 11, NO STORAGE OF FLAMMABLE SUBSTANCES WILL BE ALLOWE=D IN THE BUILDING UNLESS APPROVED BY BUILDING MANAGEMENT AND IN ACCORDANCE WITH APPROVED CITY AND/OR NATIONAL BUILDING CODES AND REGULATIONS. 12. ACCEPTABLE CONSTRUCTION BARRICADES AND LOCKABLE DOORS MUST BE MAINTAINED AND USED TO CONTROL NOISE AND DUST POLLUTION TO A MINIMUM LEVEL. ALL COMMON AREAS MUST BE KEPT CLEAN AND MAINTAINED. CONSTRUCTION PARTITION BARRIERS TO HAVE A VINYL BASE AND TRIM AT THE TOP TO CONTROL DUST. 13. THERE WILL BE NO SIGNAGE POSTED ON PERIMETER BARRICADES ERECTED FOR DURATION OF CONSTRUCTION. USE OF DUST MATS AT ALL EXISTS IS REQUIRED. BARRICADE SHALL BE PAINTED THE BASE BUILDING COLOR, UNO. 14, THE CONTRACTOR SHALL PROTECT SMOKE DETECTION DEVISES IN THE AREAS WHERE PRODUCTION OF DUST WILL OCCUR. NOTIFY THE BUILDING ENGINEER WHEN PROTECTION IS IN PLACE SO IT MAY BE CHECKED. 15, ANY PROCEDURE THAT EMITS NOXIOUS FUMES (I.E., CARPE_T LAYING, USE OF OIL-BASED PAINT, ETC.) MUST BE PERFORMED AT A TIME AND PLACE DETERMINED BY BUILDING MANAGEMENT. 16, ADDITIONAL OWNER SPECIFICATIONS, SAFETY RULES ANDR_GULATIONS SHALL APPLY AND WILL BE STRICTLY ADHERED TO PRIOR TO THE START OF ANY WORK PERFORMED AT THIS PROPERTY. OWNER SAFETY RULES AND REGULATIONS MAY INCLUDE ADDITIONAL INSURANCE REQUIREMENTS IF WORKING ON OR NEAR AREAS AS DESIGNATED BY OWNER. COORDINATE WITH OWNER'S PROJECT MANAGER. 17. GENERAL CONTRACTOR SHALL PROVIDE SECURE CONSTRUCTION BARRIERS DURING CONSTRUCTION SO THAT ALL BUSINESS MAY CONTINUE WITH LITTLE DISTURBANCE, GENERAL CONTRACTOR TO ENSURE SAFE PASSAGE FOR ALL PEOPLE ACCESSING THE BUILDING. THE PATH TO THE EXISTING FIRE EXIT SHALL BE KEPT CLEAR AND ACCESSIBLE DURING ALL PHASES OF CONSTRUCTION. 18, GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF C()NSTRUCTION SO THAT OPERATIONS MAY BE NOTIFIED PRIOR TO THE START OF A CONSTRUCTION PHASE. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN TC THE BUILDING MANAGEMENT FOR REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION. 19. GENERAL CONTRACTOR TO CONTACT MAINTENANCE SUPERVISOR TO ARRANGE ACCESS TO THE BUILDING AND SITE TO CONFIRM SITE CONDITIONS PRIOR TO BID SUBMITTAL. 20. GENERAL CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL -_IELD CONDITIONS PRIOR TO BID SUBMITTAL AND IDENTIFY ANY CONFLICTS IN THE DRAWINGS WITH FIELD CONDITIONS, BID SUBMITTAL WITHOUT CLARIFICATION AND INSPECTION SHALL BE CONSIDERED INCOMPLETE AND NOT IN COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND SPECIFICATIONS NO CHANGE ORDERS WILL BE PERMITTED FOR FIELD CONLiITIONS UNLESS APPROVED BY THE ARCHITECT AND OWNER'S PROJECT MANAGER. 21. EXISTING UTILITIES ARE TO BE MAINTAINED DURING CONSTRUCTION. GENERAL CONTRACTOR IS TO NOTIFY BUILDING MANAGEMENT OF ANY DISTURBANCES AND PROVIDE ADEQU,4TE INTERIM UTILITIES. 22. HOT WORK IS TO BE AUTHORIZED AND PERFORMED IN ACi,'ORDANCE WITH BUILDING MANAGEMENT RULES & REGULATIONS 23. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY THE LOCATION OF EXISTING UTILITIES, PIPING, CONDUITS, WIRING ETC. IN OR UNDER THE FLOOR SLAB PRIOR TO CUTTING, CORING OR DRILLING. GENERAL CONTRACTOR TO REVIEW ALL MODIFICATIONS TO EXISTING STRUCTURE PRIOR TO BEGINNING THE WORK WITH THE ARCHITECT AND THE OWNER'S PROJECT MANAGER. 24. GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH AND ADHERE TO ALL PROCEDURES, REQUIREMENTS, RULES 8c REGULATIONS IMPOSED BY OWNER AND BASE BUILDING MANAGEMENT AND INCORPORATE THIS INFORMATION INTO THE BID PACKAGE. CONTACT ALL RELEVANT AUTHORITIES AND BUILDING OWNER'S REPRESENTATIVE W/ANY COMMENTS 01 QUESTIONS PRIOR TO SUBMITTING A BID. IN THE CASE CF CONFLICT WITH ARCHITECTURAL GENERAL CONDITIONS, MOST STRINGENT PROVISION SHALL GOVERN: 25. DELIVERIES OF MATERIAL AND REMOVAL OF CONSTRUCTION DEBRIS SHALL BE COORDINATED WITH PROPERTY'S REPRESENTATIVE. DO NOT INTERFERE WITH THE OPERATICIN OF THE PROPERTY. 26. CUTTING OF, OR MODIFICATIONS TO, THE BUILDING STRUCI URE ARE NOT PERMITTED OUTSIDE OF THE BUILDING PROJECT SCOPE WITHOUT PRIOR WRITTEN APPROVAL FRON THE OWNER. BUILDING PUBLIC AREAS, INCLUDING FLOOR, CEILING, WALL OR MECHANICAL CHASES MAY NOT �BE USED AS A RACEWAY SYSTEM. 27. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE BASE BUILDING MANAGEMENT COMPANY REGARDING SECURITY REQUIREMENTS. ALL COSTS FOR ADDITIONAL SECURITY SHALL BE TAKEN UPON BY THE CONTRACTOR. 28. IF A PORTION OF WORK MUST BE DONE IN OTHER SPACES TO RUN UTILITIES, DUCTS, ETC. PRIOR APPROVAL MUST BE OBTAINED FOR ACCESS TO THAT SPACE FROM THE BUILDING MANAGEMENT. 29. NO MATERIALS, SUPPLIES, TOOLS, LADDERS OR OTHER EQUIPMENT WILL BE PROVIDED BY THE BUILDING MANAGEMENT. GENERAL CONTRACTOR AND SUB-CONTRACI"ORS MUST PROVIDE THEIR OWN EQUIPMENT TO PERFORN THE WORK AS REQUIRED. 30. THE HIRING OF WORKERS MAY BE EITHER UNION OR NON-UNION EMPLOYEES. THEY MUST WORK COHESIVELY. UNION CONTRACTORS SHALL NOT SOLICIT FOR MEMBERSHIP WHILE ON SITE. 31. THE OWNER RESERVES THE RIGHT TO REVISE AND SUPPLEMENT THE FOREGOING RULES AND REGULATIONS AS REQUIRED BY THE CONDITIONS OF THE PROJECT. SEAL: IE op • •GE A# . •.O M. : c�`,q�o•A R 18-047 CHECKED BY AEF/SHG DRAWN BY LAP Q SHEET TITLE GENERAL CONDITIONS SHEET NO. • Ln ry) • • < • LU 0 • SEAL: IE op • •GE A# . •.O M. : c�`,q�o•A R 18-047 CHECKED BY AEF/SHG DRAWN BY LAP Q SHEET TITLE GENERAL CONDITIONS SHEET NO. INTENT OF CONSTRUCTION DOCUMENTS 1. WORKOF THIS PROJECT COMPRISES NEW CONSTRUCTION AND/OR RENOVATIONS TO THE PROPERTY AS DESCRIBED ON THE TITLE SHEET AND PROJECT DESCRIPTION FOUND THEREIN. 2. ALL CIVIL, STRUCTURAL ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION AND PLUMBING ELEMENTS ALONG WITH OTHER ITEMS INDICATED IN THE CONSTRUCTION SET COMPRISE THE SCOPE OF WORK AND ARE REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT. 3. ALL WORK SHALL CONFORM WITH NATIONAL, STATE AND LOCAL REQUIREMENTS. 4. IT SHALL BE THE DUTY OF THE GENERAL CONTRACTOR (HEREAFTER "GC") TO VERIFY ALL DIMENSIONS AND ELEVATIONS GIVEN ON THE DRAWINGS RELEVANT TO THE WORK AND TO REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. IT WILL BE CONSTRUED BY THE OWNER THAT THE GC HAS EXAMINED AND FAMILIARIZED THEMSELVES WITH THE SITE. IGNORANCE OR FAILURE ON THE PART OF THE GC OR ANY OF THE SUBCONTRACTORS TO EXAMINE THE SITE WILL NOT BE ACCEPTED AS JUSTIFICATION FOR CLAIMS TO EXTRA OR ADDITIONAL PAYMENT ABOVE CONTRACT PRICE. 5. PROJECT SCHEDULING SHALL BE DETERMINED BY THE OWNER'S PROJECT MANAGER (HEREAFTER "OWNER'S PM") AND PROPERTY MANAGEMENT. 6. A DETAILED CONSTRUCTION SCHEDULE, PREPARED BY THE GC SHALL BE INCLUDED IN THE PROPOSAL. SPECIAL REQUIREMENTS, LONG -LEAD ITEMS, PRODUCT DELIVERY DATES, ANTICIPATED DATES OF INSPECTIONS AND ANY OTHER MILESTONE DATES AFFECTING THE PROJECT SHALL ALSO BE INCLUDED IN THE TIMELINE. 7. PRE -CONSTRUCTION SITE ACCESS SHALL BE COORDINATED BY OWNER'S PM. ALL GC'S REPLYING TO REQUESTS FOR PROPOSALS SHALL ATTEND ONE MEETING. 8. GC TO COORDINATE LOW VOLTAGE, SECURITY AND A/V SYSTEM INSTALLATIONS WITH ARCHITECTURAL AND MEP DRAWINGS. ARCHITECT AND MEP ENGINEER ARE RESPONSIBLE FOR LOCATIONS OF CONNECTIONS AND DIMENSIONS ONLY. ALL LOW VOLTAGE, SECURITY AND A/V SYSTEM EQUIPMENT IS THE RESPONSIBILITY OF THOSE VENDORS AND SHALL BE COORDINATED BY THE GC WITH THE OWNER'S PM. 9, GC TO COORDINATE ALL CONSTRUCTION WITH OWNER'S PM AND BUILDING SUPERVISOR OF PROJECT COMPLEX. GC TO COOPERATE WITH OWNER'S PM AND BUILDING SUPERVISOR FOR ALL ACCESS AND SCHEDULING OF CONSTRUCTION REQUIRED IN THIS CONTRACT. CODES PERMITS AND SAFETY - 1. PLANS WILL BE PREPARED FOR SUBMITTAL TO THE CITY BUILDING DEPARTMENT BY THE THE ARCHITECT. THE GC SHALL OBTAIN AND PAY FOR ALL PERMITS IN COORDINATION WITH ARCHITECT. THE COST SHALL BE SUBMITTED TO THE OWNER AS REIMBURSABLE COST. GC SHALL SCHEDULE AND OBTAIN ALL INSPECTIONS AND SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY OCCUPANCY CERTIFICATES REQUIRED FROM THE LOCAL BUILDING DEPARTMENT ABD OTHER GOVERNING AUTHORITIES. 2. GC SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL PEOPLE ON OR NEAR THE CONSTRUCTION SITE DURING THE CONSTRUCTION PERIOD. GC SHALL MAINTAIN ALL MEANS OF EGRESS FROM THE BUILDING OR AFFECTED BUILDING PORTIONS SURROUNDING THIS SCOPE OF WORK. THIS SHALL BE DONE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES, ORDINANCES AND/OR REGULATIONS IN COORDINATION WITH OWNER. 3. METHODS OF CONSTRUCTION AND ERECTION OF MATERIALS SHALL CONFORM TO INDUSTRY BEST PRACTICES AND STANDARDS SET FORTH BY OWNER. 4. PROVIDE TEMPORARY EMERGENCY LIGHTING AND EXIT SIGNS DURING CONSTRUCTION AS DESIGNATED BY THE LOCAL FIRE DEPARTMENT. 5. GC SHALL INFORM ALL CONSTRUCTION PERSONNEL OF THE PROPER ROUTES, SPEEDS AND PROCEDURES FOR TRANSPORTING EQUIPMENT AND MATERIALS TO THE CONSTRICTION SITE. GC SHALL INFORM CONSTRUCTION PERSONNEL OF ALL RESTRICTIONS TO MOVEMENT OF. EQUIPMENT OR PERSONNEL WITHIN THE PROPERTY OPERATIONS ON A DAILY AND/OR HOURLY BASIS IN COORDINATION WITH THE OWNER'S PM. PROTECTION OF WORK AND PROPERTY 1. GC SHALL USE EVERY PRECAUTION TO BRACE AND OTHERWISE SUPPORT AND SECURE THE STRUCTURAL FRAME, WALLS FLOORS AND ROOF DURING THE CONSTRUCTION OF THE WORK. GC SHALL ALSO PROVIDE EVERY AND ALL SAFEGUARDS AND PROTECTION AGAINST ACCIDENTS, INJURY AND DAMAGE TO PERSONS AND PROPERTY INCLUDING ADJOINING PROPERTIES. 2. GC SHALL BE RESPONSIBLE FOR HIS/HER WORK AND EVERY PART THEREOF, INCLUDING ALL MATERIALS, TOOLS, APPLIANCES AND PROPERTY OF EVERY DESCRIPTION USED THROUGHOUT THE PROJECT. 3. GC SHALL BE AWARE OF PROPERTY BUSINESS. CONSTRUCTION SOUNDS SHALL BE KEPT TO A MINIMUM. GC SHALL COORDINATE SCHEDULING OF ALL NOISE RELATED WORK WITH THE OWNER'S PM OR BUILDING ENGINEER. 4. GC SHALL PROVIDE TEMPORARY PROTECTION FOR INSTALLED PRODUCTS AND CONTROL TRAFFIC IN IMMEDIATE AREA. 5. GC SHALL PROVIDE PROTECTION FOR STORED MATERIALS AND PROTECT ITEMS FROM CHEMICALLY INJURIOUS MATERIALS, STANDING OR RUNNING WATER AS WELL AS ANY ADJACENT VEHICULAR TRAFFIC. 6, GC SHALL PROVIDE TEMPORARY, INSULATED, WEATHER -TIGHT CLOSURES OF OPENINGS IN EXTERIOR SURFACES TO PROVIDE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR MATERIALS TO ALLOW FOR TEMPORARY HEATING AND TO PREVENT ENTRY. 7. GC SHALL PROVIDE PROTECTIVE COVERINGS AT ANY OR ALL EXISTING BUILDING ELEMENTS THAT COULD BE DAMAGED BY THE CONSTRUCTION PROCESS, INCLUDING MOVEMENT OF HEAVY OBJECTS OR CONSTRUCTION TRAFFIC. 8. GC SHALL PROVIDE SECURITY PROGRAM AND FACILITIES TO PROTECT WORK, EXISTING FACILITIES AND OWNER'S OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM AND THEFT. GC TO COORDINATE WITH OWNER'S EXISTING SECURITY PROGRAM. 9. GC MAY STORE MATERIALS WITHIN THE CONSTRUCTION LIMITS OF WORK AREAS AND WITHIN LOADING LIMITS OF STRUCTURE. NO STORAGE WILL BE PERMITTED IN NON -WORK AREAS. STORAGE OF FLAMMABLE MATERIALS SHALL ONLY BE IN APPROVED CONTAINERS IN APPROVED LOCATIONS. GC SHALL OBTAIN AND PAY FOR USE OF ADDITIONAL STORAGE OR WORK AREAS NEED FOR OPERATIONS UNDER THIS CONTRACT, SUPERVISOR AND PERSONNEL 1. ONLY SKILLED, THOROUGHLY TRAINED AND EXPERIENCED WORK PERSONS SHALL BE EMPLOYED ON THE PROJECT. WHEN REQUIRED BY OWNER, GC SHALL DISCHARGE ANY PERSON WHO TRESPASSES OR WHO IS, IN THE OPINION OF THE OWNER'S PM, DISORDERLY, DANGEROUS, INSUBORDINATE INCOMPETENT OR OTHERWISE OBJECTIONABLE. THESE PERSONS SHALL NOT BE RE-EMPLOYED NOR SHALL THE GC EMPLOY ANY PERSON WHO HAS BEEN DISCHARGED BY ANOTHER SUBCONTRACTOR UPON THE ORDER OF THE OWNER'S PM. 2. GC SHALL GIVE PERSONAL SUPERVISION TO THE WORK USING HIS/HER BEST SKILL AND ATTENTION. THE GC SHALL KEEP A COMPETENT SITE SUPERINTENDENT AND NECESSARY ASSISTANTS ON SITE. THE SITE SUPERINTENDENT SHALL BE THE REPRESENTATIVE OF THE GC AND ALL DIRECTIONS GIVEN BY THIS DESIGNATED PERSON SHALL BE AS BINDING AS IF GIVEN BY THE GC. COMMUNICATION DELIVERED TO THE SITE SUPERINTENDENT BY THE OWNER'S PM ',HALL BE AS BINDING AS IF DELIVERED TO THE GC. CUTTING AND PATCHING 1. GC SHALL COORDINATE ANY CUTTING OF EXISTING STRUCTURE, , SIZE AND LOCATIONS 0F HOLES,LES ETC.REQUIRED IRED BY THE SCOPE ,OF WORK WITH ANY AND ALL SUBCONTRACTORS. EACH SUBCONTRACTOR SHALL LEAVE ALL CHASES, HOLES AND/OR OPENINGS IN WALLS, PARTITIONS, ETC. STRAIGHT, TRUE AND OF PROPER SIZE. IN THE CASE OF SUBCONTRACTORS FAILURE TO PROVIDE COORDINATED OPENINGS, HE/SHE SHALL CUT THEM AFTERWARDS AT THEIR OWN EXPENSE. NO EXCESSIVE CUTTING WILL BE PERMITTED. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT !RECTION FROM THE STRUCTURAL ENGINEER. 2. -TER NEW WORK HAS BEEN INSTALLED IN CHASES, HOLES AND/OR OPENINGS,. EACH SUBCONTRACTOR SHALL CAREFULLY CLOSE OPENINGS TO THE SATISFACTION OF THE OWNER'S PM AND AS REQUIRED TO MAINTAIN FIRE :EPARATIONS OR RATED CONSTRUCTION. ALL OPENINGS SHALL BE CLOSED PER ARCHITECTURAL, STRUCTURAL OR mEP ENGINEERING DETAILS AND SPECIFICATIONS. 3. IF CUTTING OF SLAB IS REQUIRED BY THE SCOPE OF WORK, GC TO CONFIRM THAT NO OBSTRUCTIONS ARE PRESENT. SITE INSPECTION METHODS FOR THE SLAB SHALL INCLUDE DRILLING OF PILOT HOLES AND/OR X-RAY OF AFFFCTFO SLAB AREAS TO LOCATE STRUCTURAL REBAR OR PRE/POST TENSIONING. GENERAL SPECIFICATIONS MAINTENANCE OF WORK AREA 1. AT THE COMPLETION OF WORK, GC SHALL CLEAR AWAY A0 REMOVE ANY CONSTRICTION EQUIPMENT WASTE, DUMPSTERS, SCAFFOLDING, ETC. FROM WORK AND PRIVATE AREAS. GC SHALL LEAVE THE PREMISES AND THE WORK IN PERFECT ORDER AND REPAIR. THE ROOMS SHALL BE LEFT BROOM CLEAN AND READY TO USE. 2. GC SHALL CLEAN ALL DOORS, WINDOW GLASS, FLOORS, CARPETS AND OTHER SURFACES SOILED DURING CONSTRUCTION. GC SHALL REPAIR OR REPLACE ANY ITEMS OR SURFACES DAMAGED AS A RESULT OF THE CONSTRUCTION. 3. GC SHALL PROVIDE A DUMPSTER IN COORDINATION WITH �WNER'S PM AT LOCATION APPROVED BY LOCAL GOVERNING AUTHORITY. 4. GC SHALL BE RESPONSIBLE FOR CLEANUP OF DEBRIS, R BBISH, CONTAINERS OVER -SPRAY, ETC., RESULTING FROM CONSTRUCTION OPERATIONS, ON A DAILY BASIS. GC SHA -L PROVIDE AND PAY FOR TRASH CONTAINERS AND DISPOSAL. FAILURE BY GC TO CLEAN PROPERLY OR TO PLACE DEBRIS IN CONTAINERS IN A TIMELY MANNER SHALL RESULT IN ONE OR MORE OF THE FOLLOWING ACTIONS: 4.1. OWNER'S PM WILL CLEAN THE GC'S DEBRIS AND BA 'K CHARGE THE GC FOR THE WORK INVOLVED. 4.2. OWNER'S PM CAN REQUIRE MORE EXTENSIVE CLEANI G AS DETERMINED BY PROJECT CIRCUMSTANCES. 4.3. OWNER'S PM WILL DIRECT GC TO REMOVE/RETRIEVE NY CONSTRUCTION MATERIAL WHICH HAS BLOW OFF SITE. PLANS AND SPECIFICATIONS 1. THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWING ARE INTENDED TO DESCRIBE AND PROVIDE A FINISHED PLACE OF OCCUPANCY. THE GC UNDERSTANDS THAT EXECUTION OF THE WORK SHALL BE COMPLETE IN EVERY DETAIL. THE GENERAL CONTRACTOR WILL BE HELD RESP NSIBLE TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE ENTIRE COMPLETION OF THE WORK. GC SHALL NOT AVAIL THEMSELVES OF ANY UNINTENTIONAL ERROR OR OMISSION, SHOULD SUCH BE OUND IN THE DRAWINGS OR SPECIFICATIONS. BEFORE PROCEEDING WITH THE WORK, GC TO NOTIFY ARCHITECT, IN WRITING, OF ANY INCONSISTENCIES. ANY WORK INSTALLED INCORRECTLY OR IN CONFLICT WITH ARCHITECTURAL DRAWING SET SHALL BE CORRECTED BY THE GC AT HIS/HER EXPENSE AND AT NO ADDITIONAL COST TO THE WNER. 2. GC SHALL COORDINATE CFCI (CONTRACTOR FURNISHED/C NTRACTOR INSTALLED) ITEMS WITH OFCI (OWNER FURNISHED/CONTRACTOR INSTALLED) ITEMS, AS REQUIRED. 3. NO SUBSTITUTIONS OF MATERIAL SPECIFICATIONS FROM CFI OR OFCI ITEMS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER OR ARCHITECT. CONTACT ARCHITECT AND/OR OWNER'S PM IN THE CASE OF DISCONTINUED OR IMMEDIATELY UNAVAILABLE ITEMS. 4. NO RESPONSIBILITY, EITHER DIRECTOR OR IMPLIED, IS ASSUMED BY OWNER FOR OMISSIONS OR DUPLICATIONS BY THE GC OR SUBCONTRACTORS DUE TO REAL OR ALLEGED ERRORS IN SPECIFICATIONS. 5. DURING CONSTRUCTION, GC SHALL SUBMIT QUESTIONS REGARDING THE PROPER INTERPRETATION OF PLANS AND/OR SPECIFICATIONS IN A TIMELY MANNER. ARCHITECT SHALL MAKE DECISIONS ON ALL POINTS BROUGHT UP BY THE GC ON MATTERS RELATING TO THE INTERPRETATION OF THE PLANS/SPECIFICATIONS. RESPONSES SHALL BE RELAYED, IN WRITING, WITHIN A REASONABLE PERIOD OF TIME. IF THE CONTRACTOR FAILS TO MAKE REQUESTS FOR CLARIFICATION, THERE WILL BE NO RECOURSE FOR THE G TO PURSUE REPARATIONS. 6. SHOULD ANY DISPUTE ARISE AS TO THE QUALITY OR FITN�_SS OF MATERIALS, WORKMANSHIP OR INTERPRETATION OF PLANS AND/OR SPECIFICATIONS, THE DECISION SHALL REST WITH ARCHITECT. DECISIONS SHALL BE BASED ON CUSTOMARY INDUSTRY BEST PRACTICES AND STANDARDS OF CARE. 7. GC TO COORDINATE THE WORK OF ALL SUBCONTRACTORS ON THE JOB TO PREVENT CONFLICTS DURING CONSTRUCTION. ADDITIONAL WORK CAUSED BY A LACK OF COORDINATION' BETWEEN THE SUBCONTRACTORS- SHALL NOT BE AT THE OWNER'S EXPENSE. 8. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ENGINEERING DRAWINGS FOR LIGHT FIXTURES, POWER AND/OR, COMMUNICATION OUTLET LOCATIONS. GC TO NOTIFY ARCHITECT OF CONFLICTS BEFORE INSTALLATION OF WORK. 9. IF HIDDEN CONDITIONS FROM EXISTING BUILDING ELEMENTS ARE FOUND THAT WILL OBSTRUCT THE PROPER EXECUTION OF THE DESIGN INTENT, GC TO NOTIFY THE ARCHITECT AND OBTAIN CLARIFICATION BEFORE CONTINUING WITH THE WORK. 10. UNLESS OTHERWISE STIPULATED, THE GC SHALL PROVIDEND PAY FOR ALL UTILITIES, MATERIALS, LABOR EQUIPMENT, TRANSPORTATION AND OTHER FACILITIES NECESSARY FOR THE EXECUTION OF THE WORK. 11. UNLESS OTHERWISE STIPULATED, NO ALLOWANCE OR COMPENSATION WHATSOEVER SHALL BE DUE OR PAID TO THE GC FOR ANY EXCAVATIONS, EMBANKMENTS OR OTHER WORK OR STRUCTURES THAT HE/SHE MAY MAKE TO FACILITATE NIS/HER WORK. UTILITIES ALL WORK ON EXISTING BUILDING SYSTEMS REQUIRING SHUTDO N WILL BE COORDINATED WITH OWNER'S PM, BUILDING MANAGEMENT AND BUILDING ENGINEER. ELECTRICITY & LIGHTING 1. GC SHALL ARRANGE WITH OWNER AND UTILITIES AND PAY FOR ALL COSTS REQUIRED FOR DISTRIBUTION OF TEMPORARY LIGHTING AND POWER DURING THE TERM OF BUILDING CONSTRUCTION UNDER THIS CONTRACT. THE PROPERTY WILL PROVIDE POWER AT EXISTING SOURCES. 2. PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. HEAT & VENTILATION 1. GC TO MAINTAIN SPECIFIED CONDITIONS FOR CONSTRUCTION OPERATIONS TO PROTECT MATERIALS AND FINISHES FROM DAMAGE DUE TO TEMPERATURE AND HUMIDITY. 1 2. GC TO PROVIDE PROPER VENTILATION AND FILTERING TO ENCLOSED- AREAS TO DISPERSE HUMIDITY AND TO PREVENT ACCUMULATIONS OF DUST, FUMES, VAPORS AND GASES. MECHANICAL. ELECTRICAL & PLUMBING 1. GC SHALL COORDINATE SCOPE OF WORK WITH ALL ENGINEERING PROFESSIONS AND TRADES CONTRIBUTING TO THE ENTIRETY OF THE CONTRACT DOCUMENT SET. GC SHALL IMMEDIATELY INFORM ARCHITECT AND OWNER OF ANY CONFLICTS WITH STRUCTURAL ELEMENTS, MEP DRAWINGS, ETC. BEFORE PROCEEDING WITH THE WORK. 2. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL AND FIRE PROTECTION SUB -CONTRACTORS. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION, CONSULT THE ARCHITECT PRIOR TO CONTINUING WITH THE WORK. 3. ALL EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE APPROVED BY THE APPROPRIATE GOVERNING AGENCY FOR COMPLIANCE WITH CODE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATIONS OF ALL FLOOR DRAINS. FIRE PROTECTION 1. ALL FIRE PROTECTION SYSTEMS WILL BE REWORKED TO ACCOMMODATE THE NEW PLAN LAYOUT. THE REVISED T SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NEPA, THE PROPERTY'S RISK INSURER AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ON THE PREMISES AND THE LOCAL FIRE MARSHALL. 2. NO SENSORS OR SMOKE DETECTORS SHALL BE REMOVED OR RENDERED IN OPERABLE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM FIRE DEPARTMENT. 3. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR NOT'FYING THE FIRE DEPARTMENT AS WELL AS OWNER'S PM AND BUILDING SUPERVISOR OF ANY TEMPORARY DISRUPTION OF SERVICES REQUIRED TO COMPLETE THE PROJECT. ANY TEMPORARY PROVISION SHALL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR. 4. SPRINKLER CONTRACTOR SHALL SUBMIT COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS TO OWNER'S FIRE AND LIFE SAFETY DEPARTMENT AND LOCAL GOVERNING AUTHORITIES TO OBTAIN APPROVAL BEFORE ANY INSTALLATION CAN BEGIN, SPRINKLER CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. APPROVED DRAWINGS MUST BE KEEP ON THE JOB SITE DURING CONSTRUCTION 5. ALL PENETRATIONS OF DUCTWORK, CONDUIT, PIPING AND OTHER WORK THROUGH FIRE -RATED ASSEMBLIES SHALL BE SEALED WITH UL -APPROVED DESIGNS AND MATERIALS' TO MAINTAIN THE RATING OF THE ASSEMBLY. FIREPROOFING, FIRE SEPARATION AND FIRESTOPPING SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS. SHOP DRAWINGS AND SUBMITTALS 1. REPRODUCTION OF ANY PORTION OF THE ARCHITECTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN THIS MANNER WILL BE REJECTED AND RETURNED. 2. SUBMIT SHOP DRAWINGS AT LEAST 15 BUSINESS DAYS BEFORE DATE THAT REVIEWED SUBMITTALS WILL BE NEEDED. SHOP DRAWINGS SHALL BEAR THE GC'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE GC HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMIT THREE SETS OF PRINTS OR ONE PDF. TWO MARKED UP SETS OF PRINTS WITH COMMENTS BY ARCHITECT WILL BE RETURNED OR A MARKED UP PDF WITH COMMENTS WILL BE RETURNED. 3. NO SUBSTITUTIONS OF MATERIAL SPECIFICATIONS FROM CFCI OR OFCI ITEMS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER OR ARCHITECT. CONTACT ARCHITECT AND/OR OWNER'S PM IN THE CASE OF DISCONTINUED OR IMMEDIATELY UNAVAILABLE ITEMS. INTERIOR ARCHITECTURAL WOODWORK 1. SUBMIT PRODUCT DATA, SHOP DRAWINGS, FINISH SAMPLES, FROM INITIAL VERIFICATION THROUGH FINAL SELECTION OF EACH MATERIAL THROUGH PROJECT -ESTABLISHED SUBMITTAL PROCEDURES: 2. FINISH SAMPLES FOR ALL EXPOSED AREAS OF CASEWORK TO BE PROVIDED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 3. PROVIDE PRODUCT DATA FOR PANEL PRODUCTS, HIGH PRESSURE DECORATIVE LAMINATE, ADHESIVE FOR BONDING PLASTIC LAMINATE, FIRE RETARDANT TREATED MATERIALS AND FINISHING MATERIALS AND PROCESSES. 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETRY SYSTEMS AND ITEMS, IN SCALE AND COORDINATED WITH ADJOINING SYSTEMS AND TRADES. 5. AWI QUALIFICATION DATA SHALL BE PROVIDED FOR THE INSTALLER AND THE FABRICATOR, QUALITY ASSURANCE 1. REFERENCED STANDARDS:" ARCHITECTURAL WOODWORK INSTITUTE, PREMIUM GRADE ' PRODUCTS 1. SEE FINISH SCHEDULE FOR INFORMATION ON WOOD SPECIES AND CUT, VENEER MATCHING PATTERN AND METHOD OF FINISH 2. SEE FINISH SCHEDULE FOR INFORMATION ON -HIGH PRESSURE DECORATIVE LAMINATE 3. SEE CABINETRY DETAILS FOR INFORMATION ON WOOD PRODUCTS USED IN CONSTRUCTION OF MILLWORK. MINIMUM REQUIREMENTS ARE AS FOLLOWS: 2.1 HARDBOARD: AHA 135.4 2.2 MEDIUM DENSITY FIBERBOARD: ANSI A208.2, GRADE MID 2.3 PARTICLE BOARD: ANSI A208.2, GRADE M-2 2.4 SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY 2.5 VENEER -FACED PANEL PRODUCTS (HARDWOOD PLYWOOD): HPVA HP -1. 4. THERMOSET DECORATIVE PANELS: PARTICLEBOARD OR MEDIUM DENSITY FIBERBOARD FINISHED WITH THERMALLY FUSED, MELAMINE - IMPREGNATED DECORATIVE PAPER COMPLYING WITH LMA SAT -1. 5. USE FORMULATIONS THAT DO NOT BLEED THROUGH OR CAUSE DISCOLORATIONS FIRE RETARDANT TREATED MATERIALS 1. ALL INTERIOR ARCHITECTURAL WOODWORK BACKING PANELS AND BLOCKING TO BE FIRE RETARDANT TREATED MDF AND TO BE IDENTIFIED/STAMPED AS SUCH. 2. USE MATERIALS COMPLYING WITH TESTS INDICATED AND AUTHORITIES HAVING JURISDICTION. 2.1 IDENTIFY FIRE RETARDANT TREATED MATERIALS WITH APPROPRIATE CLASSIFICATION MARKING OF UL TESTING AGENCY 2.2 COMPLY WITH ANSI A208.1, FLAME SPREAD INDEX 25, SMOKE DEVELOPED INDEX OF 450 OR LESS PER ASTM E84 2.3 FIRE RETARDANT TREATED LUMBER AND PLYWOOD BY PRESSURE PROCESS: LUMBER AWPA C20, PLYWOOD - AWPA C27 a. INTERIOR TYPE A b. KILN -DRY MATERIALS BEFORE AND AFTER TREATMENT TO LEVELS REQUIRED FOR UNTREATED MATERIALS 2.4 FIRE RETARDANT PARTICLEBOARD AND FIBERBOARD: COMPLY WITH ANSI A208.1, FLAME SPREAD INDEX 25, SMOKE DEVELOPED INDEX OF 450 OR LESS PER ASTM E84 3. SEE HARDWARE SCHEDULE FOR HARDWARE SPECIFICATIONS 4. ALL MATERIALS PROVIDED FOR FABRICATION SHALL BE PREMIUM GRADE INTERIOR WOODWORK PER AWI 5. WOOD MOISTURE CONTENT PER AWI 6. ALL WOODWORK/PANELING SHALL BE TREATED WITH MATERIALS TO INSURE COMPLIANCE WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT RATING REQUIREMENTS 7. SAND FIRE RETARDANT TREATED WOOD LIGHTLY TO REMOVE RAISED GRAIN ON EXPOSED SURFACES BEFORE FABRICATION 8. EASE WOODWORK EDGES, CORNERS OF CABINETS AND EDGES OF SOLID WOOD (LUMBER) MEMBERS AND RAILS 16" 9, COMPLETE FABRICATION INCLUDING ASSEMBLY, FINISHING AND HARWARE APPLICATION TO MAXIMUM EXTENT POSSIBLE BEFORE SHIPPING TO PROJECT SITE. INSTALL IN LENGTHS TO MINIMIZE JOINTS AND SEAMS UNLESS OTHERWISE NOTED. 10. SHOP CUT OPENINGS TO MAXIMUM EXTENT POSSIBLE TO RECEIVE HARDWARE, APPLIANCES, ETC. SEAL ALL CUT EDGES TO MATCH SURROUNDING FINISH. 11. INSTALL GLASS TO COMPLY WITH APPLICABLE REQUIREMENT IN DIVISION 8, GLAZING AND PER GANA "GLAZING MANUAL" 12. FLUSH WOOD PANEL PRODUCTS TO COMPLY WITH SECTION 200, AWI 13. SEE FINISH SCHEDULE FOR VENEER GRAIN DIRECTION, MATCHING OF ADJACENT VENEER LEAVES, PANEL MATCHING METHOD AND OR VERTICAL PANEL MATCHING METHOD 14: PROVIDE FINISHED END PANELS ON WOOD VENEERED PANELS WITH ENDS ABUTTING INTO A WALL OR ADJOINING CASE, END PANEL IS TO BE FACED WITH THE SAME MATERIAL AS THE EXTERIOR FACE OF THE CASE TO WHICH IT IS APPLIED. PLASTIC LAMINATE CABINETS 1. CONSTRUCTION TYPE TO FOLLOW AWI ARCHITECTURAL CABINETS, SECTION 400 2. SEE FINISH SCHEDULE FOR FINISH SELECTIONS AND MANUFACTURERS DRYWALL SUSPENSION SYSTEM FLAT CEILINGS MAIN TEES SHALL BE SPACED A MAXIMUM OF 48" ON CENTER AND SUPPORTED BY HANGER WIRES SPACED A MAXIMUM OF 48" ON CENTER AND AS SPECIFIED BY UL FIRE RESISTANCE DIRECTORY. ATTACHING HANGER WIRES DIRECTLY TO STRUCTURE ABOVE. CROSS TEES SHALL BE SPACED PER MANUFACTURER'S RECOMMENDATIONS AND AS SPECIFIED BY UL FIRE RESISTANCE DIRECTORY. ATTACH GYPSUM PANELS TO THE SUSPENSION SYSTEM_ MAIN RUNNERS, CROSS TEES AND CROSS CHANNELS WITH CONVENTIONAL GYPSUM PANEL FASTENERS SPACED 8°'O.C. AT PERIPHERY OF GYP PANELS AND LOCATED FROM PANEL EDGES AND SPACED 12" OC IN THE FIELD. TRANSITIONS OR CHANGES IN ELEVATION WITH GYP BD. SOFFITS - WHEN CONSTRUCTION STEPPED SOFFITS, BRACING OF THE DRYWALL SUSPENSION SYSTEM AND/OR ADDITIONAL HANGER WIRES' MAY BE NECESSARY TO ENSURE STABILITY AND STRUCTURAL PERFORMANCE DURING AND AFTER DRYWALL ATTACHMENT. THE MAXIMUM VERTICAL SOFFITS HEIGHT IS 48". (MAXIMUM UNSUPPORTED DRYWALL AREA SHALL NOT EXCEED 48" X 24"). INTERMEDIATE CROSS TEES ARE NOT NECESSARY WHEN BULKHEAD DIMENSIONS DO NOT EXCEED 24". CROSS TEE SPACING IN HORIZONTAL SOFFIT PLAN IS NOT TO EXCEED 24". INTERMEDIATE CROSS TEES MAY BE NECESSARY TO MAINTAIN VISUALLY ACCEPTABLE DRYWALL PLANES AND DRYWALL CORNERS. HANGER WIRE NOTES - HANGER WIRES ARE REQUIRED WITHIN 12" ON BOTH SIDES OF A PIVOTED SPLICE CUP. AT LEAST 1 HANGER WIRE IS REQUIRED WITHIN 12" OF A TRANSITION CLIP. LIMITATIONS - DO NOT SUPPORT WIRES FROM MECHANICAL AND/OR ELECTRICAL EQUIPMENT OCCURRING ABOVE THE CEILING CEILING NOTES SEE USG "DRYWALL/STEEL FRAMED SYSTEMS BROCHURE, SA 923 SPACING OF DRYWALL GRID IS DESIGNED TO SUPPORT DEAD LOAD ONLY. CONTROL JOINTS - PROVIDE CONTROL JOINT NO. 093 WHICH HAS A 32" GROUND FOR DRYWALL. SEE RCP FOR LOCATIONS. UPHOLSTERED FURNITURE UPHOLSTERED FURNITURE TO BE FABRICATED PER OWNER'S BRAND STANDARDS. SIGNAGE Y G OWNER SHALL PROVIDE ALL SIGNAGE BY RAN INSTALLEDB C 1: ALL SIGNAGE 1S FURNISHEDOWNE D SPECIFICATIONS AND SCHEDULE IN COORDINATION WITH SIGNAGE MANUFACTURER, AS REQUIRED. 2. ALL SIGNAGE, WHICH IS KEY TO DESIGN INTENT, IS NOTED IN ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND DISTANCES FROM OTHER VERTICAL SURFACES ONLY 3. ANY SIGNAGE REQUIRING ELECTRICAL CONNECTIONS 1S ALSO SHOWN IN ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT AND DISTANCES FROM OTHER VERTICAL SURFACES ONLY 4. IN ALL OTHER ARES THAT ARE NOT ELEVATED, SIGNAGE IS TO BE INSTALLED PER THE DIRECTION OF THE RH PROJECT MANAGER, SEE SERIES T SHEETS FOR GENERAL ADA MOUNTING HEIGHT GUIDELINES. ARTWORK & ARTIFACTS FOR PUBLIC SPACES 1. ARTWORK + ARTIFACTS FOR PUBLIC SPACES ARE PROVIDED BY THE OWNER AND INSTALLED BY THE GC. OWNER AND GC TO COORDINATE INSTALLATION 2. PROVIDE ARTWORK WITH 3 -POINT SECURITY HARDWARE FOR SECURE MOUNTING AND ATTACHMENT TO WALL SURFACES. HEALTH CODE SPECIFICATIONS 1. ALL FOOD SERVICE EQUIPMENT AND INSTALLATON SHALL COMPLY WITH THE CURRENT EDITION OF THE HEALTH DEPARMTNET AND OTHER GOVERNING CODES. 2. ALL FOOD SERVICE EQUIPMENT, FABRICATED ITEMS AND THEIR INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) REQUIREMENTS. 3. ALL STATIONARY EQUIPMENT AND FIXTURES TO BE SEALED TO THE WALL OR ADJACENT EQUIPMENT. USE ALUMINUM COLOR SEALANT AT STAINLESS STEEL AND CLEAR AT ALL OTHER. 4. ALL EQUIPMENT SHALL BE ON 6" NSF APPROVED LEGS OR HEAVY SYNTHETIC CASTERS OR CURBS W/ $" RADIUS SANITARY COVE. 5, TABLE MOUNTED EQUIPMENT THAT IS NOT PORTABEL, SHALL BE MOUNTED ON LEGS NO LESS THAN 4" IN HEIGHT OR SEALED TO THE TABLE OR COUNTER. PORTABLE EQUIPMENT IS CONSIDERED TO BE LESS THAN 75 LBS. WITH NO RIGID UTILITY CONNECTIONS, 6, RAISED FLOOR PLATFORMS ARE NOT ACCEPTABLE WHERE WASTE CONNECTIONS ARE COVERED AND CANNOT BE ADEQUATELY SEALED IN PLACE 7. ALL UTILITY LINES SHALL BE ELEVATED AT LEAST 6" OFF THE FLOOR AND ONE HALF INCH FROM THE WALLS 8. ALL FLOOR DRAINS, HUB DRAINS AND FLOOR SINKS ACCEPTING INDIRECT WASTE OR CONDENSATE SHALL HAVE MINIMUM ONE INCH AIR GAP 9. 8" HIGH SPLASH GUARDS SHALL BE INSTALLED AT HAND SINKS WHEN FOOD CONTACT SURFACES, VEGETABLE OR THREE COMPARTMENT SINKS ARE WITHIN A DISTANCE OF 18" HORIZONTALLY. SPLASH GUARDS SHALL BE SECURELY FASTENED AND BE EASILY CLEANABLE. 10, LAMP GUARDS OR SLEEVES, SOLID PLASTIC LENSES OR APPROVED COATING BULBS SHALL BE USED ON ALL LIGHTING IN EQUIPMENT OR OVER FOOD CONTACT AREAS 11, FLOORS IN FOOD PREPARATION, FOOD STORAGE, UTENSIL WASHING AND JANITORIAL AREAS SHALL MEET HEALTH DEPARTMENT REQUIREMENTS AND SHALL HAVE COVED BASE 12. EACH COLD STORAGE ' NIT SHALL BE PROVIDED WITH THERMOMETERS SCALED IN FIVE DEGREE F INCREMENTS 13. WALLS AND CEILINGS IN FOOD PREPARATION, FOOD STORAGE, UTENSIL WASHING AND JANITORIAL AREAS SHALL BE APPROVED NON-ABSORBENT, DURABLE AND EASILY CLEANABLE MATERIALS. MATERIALS IN WET AREAS SHALL BE MOISTURE RESISTANT 14. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO THE GREATEST EXTENT POSSIBLE 15. FLOOR SINKS UNDER (QUIPMENT SHALL BE EASILY ACCESSIBLE FOR CLEANING AND SERVICING 16. ALL FLOOR TILE TO B SMOOTH UNDER ALL EQUIPMENT AND WALKWAYS TO HAVE A LIGHT TEXTURE ONLY 17. CLEANING CHEMICALS AND INSECTICIDES SHALL BE STORED IN SEPARATE SHELVING AWAY FROM FOOD` AREAS 18. ARRANGE FOR INSPECTIONS AS REQUIRED FROM GOVERNING AGENCIES AS REQUIRED TO COMPLETE THE WORK 19. ALL SINKS IN THE FOOD FACILITY MUST BE PROVIDED WITH HOT WATER (MIN. 120 DEG. F) AND COLD RUNNING WATER' UNDER PRESSURE AND WILL HAVE A PREMIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF 10 SECONDS 20. A HAND SINK SHALL BE PROVIDED IN EACH FOOD PREPARATION AREA WITH SINGLE SERVICE TOWEL AND SOAP DISPENSER 21. A MOP SINK SHALL BE PROVIDED COMPLETE WITH BUILT-IN VACUUM BREAKER FAUCET 22. 3 -COMPARTMENT SINKS SHALL BE PROVIDED WITH MIXING VALVE FAUCETS CAPABLE OF REACHING EACH COMPARTMENT i 23. A MINIMUM OF 50 FOOT CANDLES, 215 LUX OF LIGHT MEASURED 30" OFF THE FLOOR, SHALL BE PROVIDED IN ALL FOOD PREPARATION, PACKAGING AND PROCESSING AREAS AND WHERE UTENSILS ARE CLEANED. 24. A MINIMUM OF 20 FOOT CANDLES, 108 LUX OF LIGHT MEASURED 30" OFF THE FLOOR, SHALL BE PROVIDED IN ALL FOOD STORAGE, REACH -IN REFRIGERATORS AND UTENSIL STORAGE ROOMS 25. A MINIMUM OF 20 FOOT CANDLES, 108 LUX OF LIGHT MEASURED 3" OFF THE FLOOR SHALL BE PROVIDED IN TOILET & DRESSING ROOMS AND IN ALL AREAS DURING GENERAL CLEANUP ACTIVITIES 26. ALL SHELVING OVER WET AREAS (SINKS, MOPS, ETC.) SHALL BE STAINLESS STEEL SEAL: • z 0 • 0 cl- •o iz u U Lu< 0 SEAL: 18-047 CHECKED BY AEF/SHG DRAWN BY LAP SHEET TITLE SPECIFICATIONS SHEET NO. z 0 cl- iz U o w a c 0 0 w V) cn LL, o 0 z 18-047 CHECKED BY AEF/SHG DRAWN BY LAP SHEET TITLE SPECIFICATIONS SHEET NO.