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HomeMy WebLinkAboutKimley-Horn - Indianapolis - Bid Set 5.26.2021_A0.4THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS INCLUDING CONSULTANT'S DRAWINGS AND SHALL IMMEDIATELY REPORT ANY NOTED DISCREPANCIES, INCONSISTENCIES, OR OMISSIONS TO THE ARCHITECT. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTIONS OF THE WORK. AIA DOCUMENT A201-2007 GENERAL CONDITIONS SHALL BE INCORPORATED INTO THESE DOCUMENTS. THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S DESIGN SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THESE DOCUMENTS SHALL NOT BE USED BY OTHERS IN WHOLE OR IN PART FOR ADDITIONS TO THIS PROJECT OR FOR OTHER PROJECTS. G1 SUPPLEMENTAL INSTRUCTIONS G1.1 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 -BASIC DEFINITIONS, 1.1.9 -THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED, WHERE SO REQUIRED, UNLESS NOTED OTHERWISE (U.N.O.) G1.2 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 -BASIC DEFINITIONS, 1.1.10 -THE TERM "BUILDING STANDARD" AS NOTED ON DRAWINGS AND AS SPECIFIED HEREIN, REFERS TO ALL MATERIALS, LABOR, INSTALLATION, ETC. PER BUILDING OWNER'S CRITERIA. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OWNER FOR PROCUREMENT OF BUILDING STANDARDS DOCUMENTATION. G1.3 ADD THE FOLLOWING DEFINITION TO AIA A201, PARAGRAPH 1.1 -BASIC DEFINITIONS, 1.1.11 -"WORK" SHALL INCLUDE ALL LABOR, ASSEMBLIES AND FINISH WORK WITH ALL PARTS AND MATERIALS NECESSARY TO MAKE A COMPLETE, IN PLACE, PROPERLY WORKING AND FINISHED INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR NOT. G2 CONSTRUCTION DOCUMENTS G2.1 ALL DIMENSIONS AND DESCRIPTIONS ON CONSTRUCTION DRAWINGS ARE COMPLEMENTARY. ANY WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGHON ALL RELATED DOCUMENTS. G2.2 ANY CONFLICTS BETWEEN THE MECHANICAL/ ELECTRICAL/ PLUMBING/ SPECIAL SYSTEMS OR OTHER DRAWINGS IN THIS SET ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. G2.3 UNLESS NOTED OTHERWISE, ALL DRAWINGS HAVE BEEN PRODUCED TO SCALE, CONTRACTOR SHALL NOT DIRECTLY MEASURE OR "SCALE" SAID DRAWINGS TO ASCERTAIN ANY DIMENSION. G3 CONTRACTUAL RELATIONSHIPS G3.1 NOTHING CONTAINED IN THESE DRAWINGS, OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS, SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN THE CONTRACTOR AND THE ARCHITECT. G4 BIDDING G4.1 PRIOR TO THE BID, THE CONTRACTOR SHALL EXAMINE THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK AND SHALL COMPARE IT WITH THE DRAWINGS AND BE SATISFIED AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND CHECK LOCATIONS OF THE EXISTING STRUCTURE AND BUILDING SYSTEMS. G4.2 CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY VARIATIONS OR DISCREPANCIES FROM THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT AND/ OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. G4.3 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL PROVIDE A SUBCONTRACTOR'S LIST INCLUDING CONTACT AND LICENSING INFORMATION. G4.4 THE CONTRACTOR SHALL EXPRESSLY ACKNOWLEDGE, IN WRITING, IN HIS BID, THAT HE HAS READ AND REVIEWED THESE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY, INCLUDING ALL INFORMATION CONTAINED IN THESE SPECIFICATION SHEETS. G5 CONSTRUCTION PROGRESS SCHEDULE G5.1 THE CONTRACTOR, PRIOR TO BEING GIVEN NOTICE TO PROCEED, SHALL PREPARE AND SUBMIT TO THE ARCHITECT A PRELIMINARY CONSTRUCTION SCHEDULE OF THE WORK IN BAR CHART FORM. G5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING PERMITS FOR ALL PHASES OF THE WORK AS REQUIRED BY FEDERAL, STATE, COUNTY AND MUNICIPAL LAW. G6 USE OF PREMISES G6.1 CONTRACTOR SHALL CONFINE HIS APPARATUS, DELIVERY AND STORAGE OF MATERIALS, AND THE OPERATION OF HIS WORKERS TO LIMITS DEFINED BY THE OWNER. CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES TO THE INCONVENIENCE OF THE TENANTS AND OWNER'S PERSONNEL AND OPERATION. G6.2 CONTRACTOR SHALL MINIMIZE NOISE DISTURBANCE TO ADJACENT OCCUPANTS. G6.3 CORING AND OTHER WORK WHICH MIGHT AFFECT OTHER TENANTS SHALL BE SCHEDULED WITH OWNER'S AND BUILDING LANDLORD'S APPROVAL. G6.4 CONTRACTOR IS RESPONSIBLE FOR STACKING OF ALL MATERIALS DURING CONSTRUCTION IN A MANNER THAT PREVENTS LIVE LOADS FROM EXCEEDING THOSE ALLOWED FOR IN THE BUILDING'S STRUCTURALDESIGN. CONTRACTOR TO COORDINATE THIS WITH BUILDING LANDLORD. G7 CONSTRUCTION OFFICE G7.1 CONTRACTOR SHALL PROVIDE AND MAINTAIN A FIELD CONSTRUCTION OFFICE, LOCATED AS DIRECTED BY THE OWNER AND/OR LANDLORD. G7.2 CONTRACTOR SHALL ALLOW FOR ACCESS BY OTHER VENDORS AND OWNER'S OWN FORCES. CONTRACTOR SHALL COOPERATE WITH THE TENANT ON SCHEDULING AND PERFORMING THE CONTRACTOR'S WORK TO AVOID CONFLICT, DELAY, OR INTERFERENCE WITH THE WORK OF OTHER VENDORS OR THE CONSTRUCTION OR OPERATIONS OF THE OWNER'S OWN FORCES. G7.3 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE RECORD DRAWINGS, RECORD SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR REQUIRED SUBMITTALS FOR REFERENCE. G7.4 CONTRACTOR SHALL PROVIDE UNLIMITED LOCAL TELEPHONE SERVICE FOR THE USE OF ALL SUBCONTRACTORS, SUPPLIERS, DESIGNERS, AND INSPECTORS. LONG DISTANCE CHARGES SHALL BE PAID BY THE CONTRACTOR AND MAY BE CHARGED TO THOSE INCURRING SUCH COSTS. G8 TOILET FACILITIES AND DRINKING WATER G8.1 UPON THE APPROVAL OF THE OWNER, THE USE OF DESIGNATED TOILET FACILITIES AND DRINKING FOUNTAINS WITHIN THE BUILDING SHALL BE AVAILABLE FOR THE USE OF ALL WORKERS FOR THE DURATION OF THE PROJECT. IF, AT ANY TIME, THE OWNER FEELS THAT ANY OF THE WORKMEN ARE RESPONSIBLE FOR LEAVING A TOILET ROOM OR DRINKING FOUNTAIN UNNECESSARILY DIRTY, OR ARE RESPONSIBLE FOR CAUSING ANY DAMAGE TO EXISTING TOILET FACILITIES OR DRINKING FOUNTAINS, THE OWNER MAY HOLD THE CONTRACTOR RESPONSIBLE FOR THE COST OF CLEANUP OR REPAIR. G9 PROTECTION OF PERSONS AND PROPERTY G9.1 CONTRACTOR SHALL PROTECT AREAS AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO NEW AND EXISTING MATERIAL, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. G9.2 CONTRACTOR SHALL ERECT DUST-PROOF BARRIERS, AT THE DIRECTION OF THE OWNER. G10 INTERRUPTION OF SERVICES G10.1 CONTRACTOR SHALL COOPERATE WITH OWNER IN REGARD TO ANY INTERRUPTIONS OR SHUTDOWN OF ELECTRICAL, MECHANICAL, PLUMBING, OR TELEPHONE SERVICE. OWNER SHALL BE NOTIFIED AS REQUIRED BUT NOT LESS THAN 48 HOURS IN ADVANCE BEFORE SHUTDOWN OCCURS. G11 SECURITY G11.1 CONTRACTOR SHALL OBTAIN THROUGH OWNER, THE REQUIRED SECURITY CLEARANCES, ACCESS ARRANGEMENTS, PASSES, OR BADGES NECESSARY FOR ALL WORKERS, SUBCONTRACTORS, AND SUPPLIERS WHO MAY REQUIRE ACCESS TO THE FACILITY DURING CONSTRUCTION, AND SHALL COOPERATE WITH THE OWNER IN REGARD TO ANY AREAS OF LIMITED ACCESS. G12 DEBRIS CONTROL AND CLEANING G12.1 THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS INSIDE OR OUTSIDE JOB SITE. THE BUILDING REFUSE FACILITIES SHALL NOT BE USED FOR THIS PURPOSE. G12.2 AT COMPLETION, THE CONTRACTOR SHALL LEAVE PREMISES AND ALL SURFACES AND FIXTURES FINISHED, CLEANED, ORDERLY, AND READY FOR MOVE-IN. G14 PROJECT MEETINGS G13.1 AT THE OWNERS REQUEST, THE CONTRACTOR SHALL SCHEDULE REGULAR MEETINGS TO REVIEW THE PROJECT. G13.2 THE CONTRACTOR SHALL PREPARE AGENDAS OF THE MEETING AND DISTRIBUTE COPIES TO PARTIES IN ATTENDANCE. IN GENERAL, THESE MEETINGS SHOULD BE ATTENDED BY: THE CONTRACTOR, THE OWNER OR OWNER'S REPRESENTATIVE, THE ARCHITECT, THE SUBCONTRACTORS OR SUPPLIERS AS MAY BE APPROPRIATE TO THE AGENDA, AND OTHERS. G13.3 THE CONTRACTOR SHALL RECORD MINUTES OF THE PROJECT MEETINGS INCLUDING SIGNIFICANT PROCEDURES AND DECISIONS. COPIES OF THESE MINUTES SHALL BE DISTRIBUTED WITHIN FOUR DAYS AFTER EACH MEETING TO ALL PARTICIPANTS. G14 WORKMANSHIP AND MATERIALS G14.1 ALL WORK SHALL BE DONE IN THE FINEST QUALITY/WORKMANSHIP -LIKE MANNER, IN ACCORDANCE WITH THE INDUSTRY STANDARD FOR CONSTRUCTION, FABRICATION AND INSTALLATION FOR EACH TRADE. UNLESS OTHERWISE NOTED, USE ONLY NEW, HIGHEST QUALITY MATERIALS CONSISTENT WITH SPECIFICATIONS AS INDICATED. G15 SUBMITTALS G15.1 WITHIN FIVE (5) DAYS FROM AWARD OF THE CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, A DETAILED SHOP DRAWING SUBMITTAL AND SAMPLE SCHEDULE. G15.2 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL FABRICATED ITEMS INCLUDING MECHANICAL AND ELECTRICAL EQUIPMENT, CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT AND SAMPLES OF ALL FINISHES TO THE ARCHITECT PRIOR TO TIMELY ORDERING. A SUMMARY OF (BUT NOT LIMITED TO) SUBMITTALS REQUIRED UNDER THE ARCHITECTURAL SCOPE OF WORK ARE AS FOLLOWS. G15.3 THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING SUBMITTAL AND REVIEW OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNTIL THE RESPECTIVE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ARCHITECT. SUCH WORK SHALL BE IN ACCORDANCE WITH ACCEPTED SUBMITTALS. G15.4 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITIES FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY ARCHITECT'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT, IN WRITING, OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN ACCEPTANCE TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY ARCHITECT'S ACCEPTANCE THEREOF. G15.5 THE ARCHITECT WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION UPON THE CONTRACTOR'S SUBMITTALS SUCH AS SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. ARCHITECT'S ACTION WILL BE TAKEN WITH SUCH REASONABLE PROMPTNESS AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE OWNER, CONTRACTOR OR SEPARATE CONTRACTORS, WHILE ALLOWING SUFFICIENT TIME IN ARCHITECT'S PROFESSIONAL JUDGMENT TO PERMIT ADEQUATE REVIEW. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS REQUIRED BY THE CONTRACT DOCUMENTS. ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS, OR UNLESS OTHERWISE SPECIFICALLY STATED BY THE ARCHITECT, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. ARCHITECT'S REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. G15.6 BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA, THAT EACH SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT. G15.7 THE CONTRACTOR SHALL REVIEW AND STAMP, WITH HIS APPROVAL , ALL SUBMITTALS. ANY SUBMITTALS WHICH DO NOT BEAR CONTRACTOR'S APPROVAL STAMP SHALL BE RETURNED WITHOUT REVIEW. WHERE PRINTED MATERIALS DESCRIBE MORE THAN ONE PRODUCT OR MODEL, CLEARLYIDENTIFY WHICH IS TO BE FURNISHED. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONSTRUCTION DOCUMENTS. EACH SHOP DRAWING, SAMPLE AND PRODUCT DATA SUBMITTAL SHALL BE PROPERLY IDENTIFIED BEARING THE NAME AND QUALITY OF THE MATERIAL, THE MANUFACTURER'S NAME, THE CONTRACTOR'S NAME, THE SUBCONTRACTOR'S NAME, THE NAME OF THE PROJECT AND THE DATE OF SUBMISSION. G15.8 REJECTED SHOP DRAWINGS AND SAMPLES SHALL BE RESUBMITTED AS SOON AS POSSIBLE AND SHALL BE IDENTIFIED AS "RESUBMITTALS". G15.9 THE CONTRACTOR SHALL IDENTIFY SPECIFIC ATTENTION, IN WRITING, ON RESUBMITTED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES TO REVISIONS, OTHER THAN THOSE REQUESTED BY THE ARCHITECT. G15.10 THE CONTRACTOR SHALL MAKE SUBMITTALS IN THE FOLLOWING QUANTITIES: PROVIDE 1 COPY OF THE FOLLOWING SECTIONS: 092116 104416 087100 113000 100000 PROVIDE 1 COPY AND 1 SAMPLE OF THE FOLLOWING SECTIONS: 072700 081100 081400 083000 081116 093000 095100 088000 096513 096800 096500 098000 099000 097200 106900 122000 PROVIDE 1 COPIES AND 1 SAMPLE OF THE FOLLOWING SECTIONS: 064000 099700 079000 PROVIDE 1 COPIES OF THE FOLLOWING SECTION: 230000 260000 G16 CLARIFICATIONS G16.1 ALL REQUESTS FOR CLARIFICATION OF THE CONSTRUCTION DRAWINGS SHALL BE DIRECTED TO THE ARCHITECT USING THE REQUEST FOR INFORMATION (R.F.I) FORM. ALL RESPONSES SHALL BE ISSUED THROUGH THE ARCHITECT IN THE R.F.I. FORM OR ARCHITECTS SUPPLEMENTAL INSTRUCTION (A.S.I.). G17 CLAIMS FOR ADDITIONAL COSTS G17.1 IF THE CONTRACTOR WISHES TO MAKE A CLAIM FOR AN INCREASE IN THE CONTRACT SUM, THEY SHALL GIVE THE ARCHITECT WRITTEN NOTICE THEREOF WITHIN SEVEN (7) DAYS AFTER THE OCCURRENCE OF THE EVENT GIVING RISE TO SUCH CLAIM. THIS NOTICE SHALL BE GIVEN BY THE CONTRACTOR BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN AN EMERGENCY ENDANGERING LIFE OR PROPERTY. ANY CHANGE IN THE CONTRACT SUM RESULTING FROM SUCH CLAIM SHALL BE AUTHORIZED BY A WRITTEN CHANGE ORDER APPROVED BY OWNER. G18 DOCUMENTATION AT SITE G18.1 CONTRACTOR SHALL MAINTAIN, ON THE SITE, ONE RECORD COPY OF THE DRAWINGS/ SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND OTHER MODIFICATIONS, AND MARKED CURRENTLY TO RECORD FIELD CHANGES AND SELECTIONS MADE DURING CONSTRUCTION. THREE COPIES OF THESE RECORD DRAWINGS ARE TO BE DELIVERED TO THE ARCHITECT FOR SUBMITTAL TO THE OWNER UPON COMPLETION OF THE WORK. G19 WARRANTIES AND OPERATING INSTRUCTIONS G19.1 PRIOR TO FINAL APPLICATION FOR PAYMENT OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN TRIPLICATE, ON BEHALF OF THEMSELF AND THEIR SUBCONTRACTORS: A ONE (1) YEAR WRITTEN GUARANTEE AGAINST DEFECTIVE RESPECTIVE WORKMANSHIP AND/OR MATERIALS. THIS GUARANTEE SHALL BE IN ADDITION TO (NOT IN LIEU OF) ANY WARRANTIES AND/OR GUARANTEES PROVIDED BY PRODUCT MANUFACTURERS, SUPPLIERS, ETC. G19.2 PRIOR TO FINAL APPLICATION FOR PAYMENT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, IN TRIPLICATE, CLOSEOUT DOCUMENTATION CONSISTING OF THE FOLLOWING: EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES. PROJECT RECORD DOCUMENTS OPERATIONS AND MAINTENANCE DATA WARRANTIES AND BONDS SPARE PARTS AND MAINTENANCE MATERIALS KEY AND KEYING SCHEDULE EVIDENCE OF PAYMENT AND RELEASE OF LIENS CONSENT OF SURETY AND FINAL PAYMENT CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS. G20 COMPLETION G20.1 WHEN CONTRACTOR IS NEARING COMPLETION, THEY SHALL NOTIFY THE ARCHITECT ACCORDINGLY IN WRITING. UPON INSPECTION, THE ARCHITECT SHALL PREPARE A FINAL PUNCH LIST OUTLINING INCOMPLETE OR UNACCEPTABLE WORK. CONTRACTOR SHALL COMPLETE ALL PUNCH LIST ITEMS WITHIN TWO (2) WEEKS OF RECEIPT OF PUNCH LIST. THE PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL ITEMS ON THE PUNCH LIST HAVE BEEN RESOLVED AND ALL RECORD DRAWINGS, WARRANTIES AND OPERATING INSTRUCTIONS HAVE BEEN RECEIVED AND REVIEWED BY THE ARCHITECT. DRAWINGS SAMPLE DATA 064000 ARCHITECTURAL WOODWORK X X X 072700 AIR BARRIERS X X 079000 JOINT PROTECTION X X 081100 METAL DOORS & FRAMES X X 081116 ALUMINUM DOORS & FRAMES X X 081400 WOOD DOORS X X X 083000 SPECIALTY DOORS & FRAMES X X 087100 DOOR HARDWARE X X 088000 GLAZING X X 092116 GYPSUM BOARD ASSEMBLIES X 093000 TILING X 095100 ACOUSTICAL CEILINGS X 096500 RESILIENT FLOORING X 096513 RESILIENT BASE X 096800 CARPETING X 097200 WALL COVERING X 099000 PAINTING AND COATING X 096900 ACCESS FLOORING X 099700 SPECIAL COATINGS X X 100000 SPECIALTIES X X 104416 FIRE EXTINGUISHERS X 113100 APPLIANCES X 122000 WINDOW TREATMENTS X X 000000 GENERAL CONDITIONS NOTE: SOME OF THE SECTIONS BELOW MAY NOT BE APPLICABLE TO THIS PROJECT 1.01 REQUIREMENTS APPLY TO ALTERATION WORK SHOWN ON DRAWINGS AND SPECIFICATIONS. 1.02 PERFORM REMOVAL WORK, INCLUDING WRECKING AND CUTTING NECESSARY TO ALTERATION WORK, CHANGING OR ELIMINATION OF OLD FEATURES, INSTALLATION OF NEW WORK, OR JOINING AND KEYING OF NEW WORK TO EXISTING WORK. ITEMS REMOVED TEMPORARILY FOR CONVENIENCE OF CONTRACTOR SHALL BE REMOVED AND REPLACED AS APPROVED. 1.03 NEATLY REPLACE, PATCH AND FINISH IN KIND, ADJACENT SURFACES OR FEATURES DISPLACED OR DISTURBED IN PERFORMANCE OF ALTERATION WORK. MAKE CONNECTION OF NEW AND EXISTING WORK AS INCONSPICUOUS AS POSSIBLE. UPON COMPLETION OF WORK THERE SHALL BE NO DISCREPANCY BETWEEN NEW WORK AND EXISTING WORK. BROKEN AND CUT UNITS SHALL BE REPLACED WITH WHOLE UNITS. 1.04 MATCH EXISTING ADJOINING WORK. PREPARE EXISTING WORK TO RECEIVE NEW WORK. 1.05 WHEN SPECIFICALLY INDICATED, SALVAGABLE ITEMS REMOVED IN ALTERATION WORK MAY BE REUSED; OTHERWISE NEW ITEMS SHALL BE PROVIDED. SALVAGED ITEMS OF VALUE NOT INDICATED TO BE REUSED IN THE WORK SHALL REMAIN OWNER'S PROPERTY; STORE ON PREMISES WHERE DIRECTED. REMOVED ITEMS AND MATERIALS NOT OF VALUE TO OWNER AND NOT REUSED IN THE WORK SHALL BE DISPOSED OF OFF PREMISES AT CONTRACTOR'S EXPENSE. 1.06 ESTABLISH EXACT LAYOUTS, LOCATIONS, LINES AND ELEVATIONS OF WORK IN RELATION TO EXISTING WORK. OBTAIN AND VERIFY MEASUREMENTS FOR NEW WORK IN EXISTING AREAS. 1.07 PROVIDE PROTECTION AGAINST WEATHER AND CONSTRUCTION OPERATIONS FOR EXISTING EQUIPMENT, FINISHES, FLOORS AND FLOOR COVERINGS, FURNITURE, FIXTURES, HARDWARE AND OTHER IMPROVEMENTS IN AND ABOUT ALTERED AREAS. 1.08 PROVIDE TEMPORARY SUPPORT FOR WORK AS REQUIRED BY CONSTRUCTION OPERATIONS AND TO ENSURE SAFETY. 1.09 INTERFERENCE WITH OR INCONVENIENCE TO OCCUPANTS SHALL BE KEPT TO A MINIMUM. CONTRACTOR MAY BE REQUIRED TO WORK OVERTIME. 1.10 MAJOR NOISY MOTORS, CUTTING, DRILLING, AND FASTENING EQUIPMENT MUST BE COORDINATED WITH OWNER RULES AND REGULATIONS. VERIFY WORK TO BE DONE AFTER HOURS. 1.11 TEMPORARY DUST-RETARDING PARTITIONS AND BARRICADES SHALL BE BUILT BETWEEN WORK AREAS AND OCCUPIED AREAS. PREMISES SHALL BE KEPT CLEAN AND IN A SAFE CONDITION. RUBBISH SHALL BE REMOVED AS IT ACCUMULATES. 1.12 CORRIDORS AND ENTRANCES FOR USE OF OCCUPANTS AND REASONABLE ACCESS THERETO SHALL BE KEPT CLEAR OF BUILDING MATERIALS, REFUSE AND THE LIKE. 1.13 MATERIALS AND EQUIPMENT SHALL BE DELIVERED AND RUBBISH REMOVED THROUGH PASSAGES AS DIRECTED BY OWNER. 1.14 CONTRACTOR'S EMPLOYEES, EQUIPMENT AND THE LIKE SHALL BE RESTRICTED TO IMMEDIATE AREA OF CONSTRUCTION. 1.15 PROVIDE OWNER WITH 3% ATTIC STOCK OF ALL FINISH MATERIALS UNO. SECTION 013500 -SPECIAL PROCEDURES 1.01 REQUIREMENTS APPLY TO ALTERATION WORK SHOWN ON DRAWINGS AND SPECIFICATIONS. 1.02 PERFORM REMOVAL WORK, INCLUDING WRECKING AND CUTTING NECESSARY TO ALTERATION WORK, CHANGING OR ELIMINATION OF OLD FEATURES, INSTALLATION OF NEW WORK, OR JOINING AND KEYING OF NEW WORK TO EXISTING WORK. ITEMS REMOVED TEMPORARILY FOR CONVENIENCE OF CONTRACTOR SHALL BE REMOVED AND REPLACED AS APPROVED. 1.03 NEATLY REPLACE, PATCH AND FINISH IN KIND, ADJACENT SURFACES OR FEATURES DISPLACED OR DISTURBED IN PERFORMANCE OF ALTERATION WORK. MAKE CONNECTION OF NEW AND EXISTING WORK AS INCONSPICUOUS AS POSSIBLE. UPON COMPLETION OF WORK THERE SHALL BE NO DISCREPANCY BETWEEN NEW WORK AND EXISTING WORK. BROKEN AND CUT UNITS SHALL BE REPLACED WITH WHOLE UNITS. 1.04 MATCH EXISTING ADJOINING WORK. PREPARE EXISTING WORK TO RECEIVE NEW WORK. 1.05 WHEN SPECIFICALLY INDICATED, SALVAGABLE ITEMS REMOVED IN ALTERATION WORK MAY BE REUSED; OTHERWISE NEW ITEMS SHALL BE PROVIDED. SALVAGED ITEMS OF VALUE NOT INDICATED TO BE REUSED IN THE WORK SHALL REMAIN OWNER'S PROPERTY; STORE ON PREMISES WHERE DIRECTED. REMOVED ITEMS AND MATERIALS NOT OF VALUE TO OWNER AND NOT REUSED IN THE WORK SHALL BE DISPOSED OF OFF PREMISES AT CONTRACTOR'S EXPENSE. 1.06 ESTABLISH EXACT LAYOUTS, LOCATIONS, LINES AND ELEVATIONS OF WORK IN RELATION TO EXISTING WORK. OBTAIN AND VERIFY MEASUREMENTS FOR NEW WORK IN EXISTING AREAS. 1.07 PROVIDE PROTECTION AGAINST WEATHER AND CONSTRUCTION OPERATIONS FOR EXISTING EQUIPMENT, FINISHES, FLOORS AND FLOOR COVERINGS, FURNITURE, FIXTURES, HARDWARE AND OTHER IMPROVEMENTS IN AND ABOUT ALTERED AREAS. 1.08 PROVIDE TEMPORARY SUPPORT FOR WORK AS REQUIRED BY CONSTRUCTION OPERATIONS AND TO ENSURE SAFETY. 1.09 INTERFERENCE WITH OR INCONVENIENCE TO OCCUPANTS SHALL BE KEPT TO A MINIMUM. CONTRACTOR MAY BE REQUIRED TO WORK OVERTIME. 1.10 MAJOR NOISY MOTORS, CUTTING, DRILLING, AND FASTENING EQUIPMENT MUST BE COORDINATED WITH OWNER RULES AND REGULATIONS. VERIFY WORK TO BE DONE AFTER HOURS. 1.11 TEMPORARY DUST-RETARDING PARTITIONS AND BARRICADES SHALL BE BUILT BETWEEN WORK AREAS AND OCCUPIED AREAS. PREMISES SHALL BE KEPT CLEAN AND IN A SAFE CONDITION. RUBBISH SHALL BE REMOVED AS IT ACCUMULATES. 1.12 CORRIDORS AND ENTRANCES FOR USE OF OCCUPANTS AND REASONABLE ACCESS THERETO SHALL BE KEPT CLEAR OF BUILDING MATERIALS, REFUSE AND THE LIKE. 1.13 MATERIALS AND EQUIPMENT SHALL BE DELIVERED AND RUBBISH REMOVED THROUGH PASSAGES AS DIRECTED BY OWNER. 1.14 CONTRACTOR'S EMPLOYEES, EQUIPMENT AND THE LIKE SHALL BE RESTRICTED TO IMMEDIATE AREA OF CONSTRUCTION. 1.15 PROVIDE OWNER WITH 3% ATTIC STOCK OF ALL FINISH MATERIALS UNO. SECTION 013500 -SPECIAL PROCEDURES 1.01 UNLESS OTHERWISE INDICATED OR SPECIFIED, PERFORM THE WORK IN CONFORMANCE WITH THE APPLICABLE CODES, STANDARDS AND REGULATORY REQUIREMENTS FOR THE JURISDICTION IN WHICH THIS PROJECT IS LOCATED, AS REFERENCED ON COVER SHEET. A. UNIFORM OR INTERNATIONAL BUILDING CODE (INCLUDING ACCESSIBILITY AND STATE AMENDMENTS IF APPLICABLE) B. UNIFORM OR INTERNATIONAL PLUMBING CODE C. UNIFORM OR INTERNATIONAL MECHANICAL CODE D. NATIONAL ELECTRICAL CODE E. BUILDING OFFICIAL F. APPLICABLE ENERGY CODE 1.02 IN CASE OF CONFLICT BETWEEN REFERENCED REGULATORY REQUIREMENTS COMPLY WITH THE ONE ESTABLISHING THE MORE STRINGENT REQUIREMENTS; BETWEEN REFERENCED REGULATORY REQUIREMENTS AND CONTRACT DOCUMENTS COMPLY WITH THE ONE ESTABLISHING THE MORE STRINGENT REQUIREMENTS. SECTION 014100 -REGULATORY REQUIREMENTS 1.01 MATERIAL AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW, UNLESS OTHERWISE SPECIFIED, AND SUITABLE FOR INTENDED USE. NO MATERIAL OR EQUIPMENT SHALL BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS DESIGNED OR SPECIFIED. 1.02 MANUFACTURED PRODUCTS SHALL BE DELIVERED IN THE MANUFACTURER'S ORIGINAL, UNBROKEN CONTAINERS OR PACKAGING, WITH IDENTIFYING LABELS INTACT AND LEGIBLE. STORE MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION, WITH SEALS AND LABELS INTACT AND LEGIBLE. 1.03 SUBSTITUTIONS FOR PRODUCTS IDENTIFIED IN THE CONTRACT DOCUMENTS MAY BE PROPOSED ONLY IF ITEMS INDICATED OR SPECIFIED OR APPROVED AS SUBSTITUTIONS DURING THE BID PERIOD HAVE SUBSEQUENTLY BECOME UNAVAILABLE. ANY PRODUCT SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT USING DLR GROUP SUBSTITUTION REQUEST FORM. IN REQUESTING APPROVAL FOR A SUBSTITUTION CONTRACTOR REPRESENTS THAT HE HAS INVESTIGATED THE PROPOSED PRODUCT IN A TIMELY MANNER AND DETERMINED THAT IT IS EQUAL TO OR SUPERIOR IN ALL RESPECTS TO THAT INDICATED OR SPECIFIED; WILL FURNISH THE SAME GUARANTEES/WARRANTIES OR BONDS FOR THE SUBSTITUTION AS FOR THE PRODUCT INDICATED OR SPECIFIED; WILL COORDINATE THE INSTALLATION OF AN ACCEPTED SUBSTITUTION INTO THE WORK, AND MAKE SUCH OTHER CHANGES AS REQUIRED TO MAKE THE WORK COMPLETE AND IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE REGULATORY REQUIREMENTS. 1.04 CONTRACTOR SHALL WAIVE CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME APPARENT, ASSOCIATED WITH THE SUBSTITUTION. 1.05 REQUESTS FOR APPROVAL FOR A SUBSTITUTION SHALL BE SUBMITTED IN WRITTEN FORM AND ACCOMPANIED BY SUFFICIENT INFORMATION TO ENABLE PROPER EVALUATION TO BE MADE. SUBMIT COMPLETE TECHNICAL DATA, INCLUDING DRAWINGS, PERFORMANCE SPECIFICATIONS, COST DATA, SAMPLES AND TEST REPORTS OF THE PRODUCT PROPOSED FOR SUBSTITUTION. SUBMIT ADDITIONAL INFORMATION, IF REQUIRED BY THE ARCHITECT. 1.06 ARCHITECT WILL BE THE JUDGE OF THE ACCEPTABILITY OF PROPOSED SUBSTITUTION AND HIS DETERMINATION WILL BE FINAL. APPROVAL OF A SUBSTITUTION SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE PROPER EXECUTION OF THE WORK AND ANY OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 1.07 FOR PRODUCTS INDICATED OR SPECIFIED BY NAMING ONLY ONE PRODUCT AND MANUFACTURER, FOLLOWED BY THE WORDS "NO SUBSTITUTION ALLOWED" THERE IS NO OPTION. SECTION 016000 -PRODUCT REQUIREMENTS 1.01 CONTRACT CLOSE-OUT INCLUDES FINAL CLEANING, PROJECT RECORD DOCUMENTS, OPERATING AND MAINTENANCE DATA, INSTRUCTION OF OWNER'S PERSONNEL GUARANTIES, WARRANTIES AND BONDS, SERVICE AND MAINTENANCE CONTRACTS, PREPARATION FOR FINAL INSPECTION, DAMAGE AND RESTORATION, REMEDIAL WORK AND EXTRA MATERIALS. 1.02 USE CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS TO HEALTH OR PROPERTY OR CAUSE DAMAGE TO PRODUCTS OR WORK. USE CLEANING MATERIALS AND METHODS RECOMMENDED BY THE MANUFACTURERS OF THE PRODUCTS TO BE CLEANED. 1.03 RECORD SET DURING THE WORK: CONTRACTOR SHALL MAINTAIN, AND KEEP UP TO DATE, A COMPLETE SET OF CONSTRUCTION DOCUMENTS, WHICH SHALL BE CORRECTED DAILY TO SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS. IN ADDITION, THE DOCUMENTS SHALL BE MARKED TO SHOW THE PRECISE LOCATIONS OF CONCEALED WORK AND EQUIPMENT, INCLUDING CONCEALED OR EMBEDDED PIPING AND CONDUIT. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES IN THE LAYOUT OR WORK WITHOUT DEFINITE INSTRUCTIONS IN EACH CASE. 1.04 PROVIDE MAINTENANCE MANUALS, RECORD DATA, AND OPERATING INSTRUCTIONS IN THE INDIVIDUAL SPECIFICATIONS SECTIONS, PREPARE THREE COPIES IN AN ELECTRONIC PDF VERSION ON USB. INCLUDE ALL SUBMITTALS & IMAGES OF ALL APPROVED FINISH SAMPLES SUBMITTED. 1.05 WHERE POSSIBLE, FURNISH INSTRUCTION, INCLUDING SPECIAL STARTUPS AND RUNNING TIME, PRIOR TO OCCUPANCY OF THE BUILDING AT NO ADDITIONAL EXPENSE TO THE OWNER. 1.06 MANUFACTURERS' WARRANTIES NOTWITHSTANDING, WARRANT THE ENTIRE WORK AGAINST DEFECTS IN MATERIALS, FABRICATION AND INSTALLATION FOR 12 MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION. GUARANTY/WARRANT OR BOND WORK AS REQUIRED IN THE INDIVIDUAL SPECIFICATION SECTIONS. 1.07 CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR DEFECTS DUE TO MISUSE, NEGLIGENCE, WILLFUL DAMAGE, IMPROPER MAINTENANCE, OR ACCIDENT CAUSED BY OTHERS, NOR SHALL HE BE RESPONSIBLE FOR DEFECTIVE PARTS WHOSE REPLACEMENT IS NECESSITATED BY FAILURE OF THE OWNER'S MAINTENANCE. 1.08 RESTORE OR REPLACE, AS SPECIFIED OR DIRECTED BY THE ARCHITECT, MATERIALS AND FINISHES DAMAGED FROM MOVEMENT OF EQUIPMENT OR OTHER OPERATIONS AT NO ADDITIONAL EXPENSE TO OWNER. RESTORATION SHALL BE EQUAL TO THE ORIGINAL WORK, AND FINISHES SHALL MATCH THE APPEARANCE OF EXISTING ADJACENT WORK. 1.09 REMEDIAL WORK NECESSARY OWING TO FAULTY FABRICATION, INSTALLATION OR MATERIALS SHALL BE AT NO ADDITIONAL EXPENSE TO THE OWNER. WORK SHALL BE COORDINATED WITH OWNER AND PERFORMED AT SUCH TIME AND IN SUCH MANNER TO CAUSE MINIMAL INTERRUPTION AND INCONVENIENCE TO OWNER'S OPERATIONS. SECTION 017000 -EXECUTION AND CLOSE OUT REQUIREMENTS 1.01 SECTION INCLUDES REQUIREMENTS FOR CUTTING, FITTING AND PATCHING OF THE WORK TO MAKE SEVERAL PARTS FIT PROPERLY. 1.02 UNCOVER WORK TO PROVIDE FOR INSTALLATION, INSPECTION, OR BOTH, OF OUT-OF-SEQUENCE WORK; REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS: REMOVE AND REPLACE DEFECTIVE WORK. 2.01 FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH MATCH AND ARE COMPATIBLE WITH EXISTING. 3.01 INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING CUTTING, EXCAVATING, BACK FILLING AND PATCHING. 3.02 PERFORM CUTTING AND PATCHING IN A MANNER TO PREVENT DAMAGE TO OTHER WORK AND TO PROVIDE PROPER SURFACES FOR THE INSTALLATION OF MATERIALS, EQUIPMENT AND REPAIRS. DO NOT CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL. 3.03 FINISH OR REFINISH AS REQUIRED, CUT AND PATCHED SURFACES TO MATCH ADJACENT FINISHES. PAINT OVER COMPLETE SURFACE PLANE, UNLESS OTHERWISE INDICATED. OVER PATCHED WALL OR CEILING SURFACES, PAINT TO NEAREST CUTOFF LINE FOR ENTIRE SURFACE, SUCH AS INTERSECTION WITH ADJACENT WALL OR CEILING, BEAM, PILASTERS OR TO NEAREST OPENING FRAME, UNLESS OTHERWISE INDICATED. PAINTED SURFACES SHALL NOT PRESENT A SPOTTY, TOUCHED-UP APPEARANCE. SECTION 017329 -CUTTING AND PATCHING 1.01 COMPLY WITH ANSI A10.6: "AMERICAN NATIONAL STANDARD SAFETY REQUIREMENTS FOR DEMOLITION". 1.02 SUBMIT A DEMOLITION PLAN INDICATING AND DESCRIBING SEQUENCE, METHODS AND EQUIPMENT PROPOSED FOR ACCOMPLISHING DEMOLITION. DEMOLITION SHALL NOT COMMENCE UNTIL THE DEMOLITION PLAN HAS BEEN ACCEPTED. COORDINATE DEMOLITION SCHEDULE WITH OWNER'S REPRESENTATIVE. 1.03 ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEANS TO PROTECT THE PUBLIC, WORKERS AND OTHER PERSONS; FINISHES AND IMPROVEMENTS TO REMAIN; AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK; IN ACCORDANCE WITH APPLICABLE REGULATORY REQUIREMENTS. 2.01 MATERIALS FORMING PORTIONS OF THE PERMANENT STRUCTURE DESIGNATED FOR DEMOLITION SHALL BECOME THE CONTRACTOR'S PROPERTY; REMOVE AND DISPOSE OF SUCH MATERIALS UNLESS OTHERWISE INDICATED OR SPECIFIED. 2.02 CAREFULLY DISCONNECT AND REMOVE ITEMS TO BE SALVAGED, STORE AND PROTECT ITEMS REMOVED AND INDICATED FOR REUSE IN THE WORK. 2.03 REMOVAL OF ITEMS NOT INDICATED FOR REMOVAL ON THE DRAWINGS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO REMOVAL. 3.01 PRIOR TO STARTING DEMOLITION, MAKE INSPECTION AND REPORT OBSERVABLE DEFECTS AND STRUCTURAL WEAKNESSES OF CONSTRUCTION DESIGNATED FOR DEMOLITION, OF ADJACENT STRUCTURES AND OF OTHER IMPROVEMENTS TO REMAIN. 3.02 REMOVE MATERIALS CAREFULLY, PROVIDING FOR NEAT AND STRUCTURALLY SOUND JUNCTIONS BETWEEN EXISTING AND NEW MATERIALS. 3.03 PROTECT EXISTING STRUCTURES, FACILITIES, AND EQUIPMENT FROM DAMAGE. ITEMS DAMAGED AS A RESULT OF DEMOLITION OPERATIONS SHALL BE REPAIRED OR REPLACED AT NO INCREASE IN CONTRACT SUM. 3.04 PERFORM DEMOLITION TO PROVIDE THE LEAST INTERFERENCE AND MOST PROTECTION TO EXISTING FACILITIES AND IMPROVEMENTS TO REMAIN. 3.05 CLEAN REMAINING SURFACES OF LOOSE PARTICLES AND DUST. 3.06 REMOVE DEACTIVATED MECHANICAL, PLUMBING AND SPRINKLER PIPING, DUCT AND ELECTRICAL CONDUIT, INCLUDING FASTENINGS, CONNECTIONS AND OTHER RELATED APPURTENANCES AND ACCESSORIES WHICH WOULD OTHERWISE BE EXPOSED IN THE COMPLETED WORK OR INTERFERE WITH CONSTRUCTION OPERATIONS. CAP DEACTIVATED PIPING SYSTEMS AT POINTS OF CUTOFF. 3.07 REGULARLY REMOVE DEBRIS FROM THE SITE SO THAT ITS PRESENCE WILL NOT DELAY THE PROGRESS OF THE WORK. CLEAN SURFACES ON WHICH NEW MATERIALS WILL BE APPLIED, REMOVING ADHESIVES AND OTHER ADHERING MATERIALS, AS NECESSARY TO FURNISH ACCEPTABLE SUBSTRATES FOR NEW MATERIALS. 3.08 REFRIGERANT SHALL BE REMOVED BY AN EPA APPROVED TECHNICIAN AND DISPOSED OF PER EPA REGULATIONS SECTION 024119 -SELECTIVE STRUCTURE DEMOLITION SECTION 055000 -METAL FABRICATIONS 1.01 WELDING OPERATIONS AND WELDER CERTIFICATION SHALL COMPLY WITH AWS STANDARDS. EMPLOY REGISTERED PROFESSIONAL ENGINEER, LICENSED TO PRACTICE STRUCTURAL ENGINEERING IN JURISDICTION WHERE PROJECT IS LOCATED, TO ENGINEER EACH COMPONENT OF HANDRAIL AND RAILING SYSTEM. COMPONENTS AND ASSEMBLIES SHALL MEET ALL APPLICABLE MODEL & MUNICIPAL BUILDING CODES AND STANDARDS. 1.02 SUBMIT SHOP DRAWINGS CONTAINING THE FOLLOWING: A. SEAL AND SIGNATURE OF PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. B. DIMENSIONS, MATERIALS (INCLUDING TYPES AND GRADES), FABRICATION AND INSTALLATION DETAILS. C. INDICATE SIZE AND TYPE OF FASTENERS, WELDS, ACCESSORY ITEMS, SHOP FINISH AND METHOD OF ANCHORAGE. 2.01 METALS SHALL BE FABRICATED FROM MATERIALS SPECIFIED. FABRICATE JOINTS WITH TIGHT FIT AND SECURED BY WELDING. SHOP FABRICATE IN LARGEST SECTIONS POSSIBLE FOR DELIVERY TO SITE. GRIND EXPOSED WELDS FLUSH AND SMOOTH, EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. EXPOSED MECHANICAL FASTENERS SHALL BE FLUSH, COUNTERSINK SCREWS OR BOLTS; MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. 2.02 MATERIALS: A. STEEL SHAPES, BARS AND PLATES: ASTM A36 B. STRUCTURAL STEEL TUBING: ASTM A500 OR A501 C. NON-SHRINK GROUT: NON-METALLIC CEMENT BASE TYPE. D. THREADED FASTENERS AND ANCHOR BOLTS: ASTM A307, GRADE A. E. WELDING ELECTRODES: E70XX, LOW HYDROGEN. F. SHOP PRIMER: TNEMEC #99 METAL PRIMER, RUST OLEUM #769 DAMP-PROOF RED PRIMER.\ G. PRODUCTS (MTL) SEE FINISH PLANS FOR SPECIFICATIONS 2.03 FINISH METAL FABRICATION WITH SHOP PRIMER SPECIFIED, READY FOR FIELD PAINTING. 3.01 INSTALL METAL FABRICATIONS AND SECURELY ANCHOR SUPPORTS WITH EXPANSION ANCHORS OR IN SLEEVES WITH NON-SHRINK GROUT. 3.02 REPAIR ABRADED AREAS OF THE SHOP-APPLIED COATING, AND AREAS OF WELD WHERE THE SHOP- APPLIED COATING HAS BEEN DAMAGED, WITH A PRIMER OR GALVANIZING REPAIR COMPOUND AS APPLICABLE. COMPATIBLE WITH THE SHOP COATING. 3.03 FABRICATOR IS RESPONSIBLE FOR DESIGNING SYSTEM, INCLUDING ANCHORAGE TO STRUCTURAL SYSTEM AND NECESSARY MODIFICATIONS TO MEET SPECIFIED REQUIREMENTS AND MAINTAIN VISUAL DESIGN CONCEPTS. 3.04 FABRICATOR TO FIELD VERIFY ACTUAL LOCATIONS OF WALLS AND OTHER CONSTRUCTION TO WHICH METAL FABRICATIONS MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE FABRICATIONS; SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. 3.05 PROVIDE WALL BRACKETS, END CLOSURES, FLANGES, MISCELLANEOUS FITTINGS, AND ANCHORS FOR INTERCONNECTIONS OF PIPE AND ATTACHMENT OF GUARDRAILS AND HANDRAILS TO OTHER WORK. FURNISH INSERTS AND OTHER ANCHORAGE DEVICES FOR CONNECTING GUARDRAILS AND HANDRAILS TO CONCRETE OR MASONRY. 3.06 PROVIDE STEEL SHEET OR PLATE FILLERS OF THICKNESS AND SIZE INDICATED OR REQUIRED TO SUPPORT STRUCTURAL LOADS OF HANDRAILS WHERE NEEDED TO TRANSFER WALL BRACKET LOADS THROUGH WALL FINISHES OR STRUCTURAL SUPPORTS. SIZE FILLERS TO SUIT WALL FINISH THICKNESSES. 3.07 MOUNT HANDRAILS ONLY ON COMPLETED WALLS. DO NOT SUPPORT HANDRAILS TEMPORARILY BY ANY MEANS NOT SATISFYING STRUCTURAL PERFORMANCE REQUIREMENTS. 3.08 MOUNT HANDRAILS ONLY ON GYPSUM BOARD ASSEMBLIES REINFORCED WITH PROPER FIRE -RESISTANT BLOCKING AND BACKING TO RECEIVE ANCHORS, AND WHERE THE LOCATION OF CONCEALED ANCHOR PLATES HAS BEEN CLEARLY MARKED FOR THE INSTALLER. 1.01 COMPLY WITH REQUIREMENTS OF WCLIB AND WWPA FOR GRADING SOFTWOOD LUMBER; AWPA FOR PRESSURE TREATED LUMBER. COMPLY WITH PS 20 FOR LUMBER SIZING; PS 1 AND APA FOR PLYWOOD GRADES. LUMBER AND PLYWOOD SHALL BE GRADE-MARKED. 1.02 PRESSURE TREATED LUMBER SHALL COMPLY WITH AWPA STANDARDS; LUMBER SHALL HAVE AWPB CERTIFIED TRADEMARKS. 2.01 LUMBER SHALL BE S4S, BLOCKING SHALL BE CONSTRUCTION GRADE OR BETTER. 3.01 SECURELY INSTALL FRAMING MEMBERS TRUE, PLUMB AND LEVEL. INSTALL FIRE-TREATED BLOCKING AND BACKING AS NECESSARY FOR ATTACHMENT OF FINISH CARPENTRY ITEMS, HARDWARE, TOILET ACCESSORIES, CASEWORK AND RELATED ITEMS. 3.02 MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. INSTALL FASTENINGS WITHOUT SPLITTING WOOD; PRE DRILLED AS NECESSARY. DRILL BOLT HOLES SAME DIAMETER AS BOLTS. PROVIDE WASHERS UNDER EVERY BOLT HEAD AND NUT BEARING ON WOOD. RE-TIGHTEN BOLTS IMMEDIATELY PRIOR TO CLOSING IN. 3.03 REFER TO STRUCTURAL GENERAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION SECTION 061000 -ROUGH CARPENTRY 1.01 MATERIALS AND FABRICATION SHALL COMPLY WITH THE STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) MANUAL, PREMIUM GRADE. 1.02 DELIVER AND STORE PRODUCTS IN PROTECTIVE WRAPPINGS, DO NOT REMOVE WRAPPINGS UNTIL TIME OF INSTALLATION. STORE INDOORS IN AN ENVIRONMENTALLY CONTROLLED SPACE. 2.01 PROVIDE NECESSARY HARDWARE, FASTENERS AND RELATED ITEMS AS REQUIRED. 3.01 INSTALL BUILDER'S HARDWARE, SPECIALTY ITEMS, AND RELATED ITEMS AS SPECIFIED OR INDICATED. WALL MOUNTED ITEMS SHALL BE SECURED TO FIRE-TREATED SOLID BLOCKING OR BACKING. ADJUST HARDWARE FOR SMOOTH, NON-BINDING OPERATION. SECTION 062000 -FINISH CARPENTRY ARCHITECT'S DRAWINGS ARE FOR DESIGN INTENT. MILLWORK FABRICATOR RESPONSIBLE FOR FABRICATION DETAILING. MILLWORKER TO IDENTIFY ON SHOP DRAWINGS ANY MATERIALS OR DETAILS THAT HAVE BEEN AESTHETICALLY OR NOTICEABLY ALTERED. 1.01 CUSTOM CASEWORK AND CABINETRY SHALL CONFORM TO THE STANDARDS OF THE MOST CURRENT EDITION OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) MANUAL: A. PREMIUM GRADE FOR WOOD VENEER (WD) B. CUSTOM GRADE FOR HIGH PRESSURE LAMINATE (PL) 1.02 IF QUALITY CERTIFICATION PROGRAM SPECIFIED, PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS OR CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 1.03 SHOP FINISHING: A. EXPOSED SURFACES: COMPLY WITH SECTION 1500 OF THE AWI QUALITY STANDARDS FOR PREMIUM QUALITY CONSTRUCTION. B. FINISH: POST CATALYZED LACQUER A. GLOSS: SATIN, ASTM D523 B. COLOR: CLEAR FINISH WITH 30-35 SHEEN 2. SEMI-EXPOSED SURFACES: COMPLY WITH AWI SECTION 1500-S-6. 3. CONCEALED SURFACES: COMPLY WITH AWI SECTION 1500-S-2. 1.04 PRODUCTS / MATERIALS ARE AS FOLLOWS: 1. SOFTWOOD PLYWOOD: PSI GRADED IN ACCORDANCE WITH AWI FOR USE AS A SUBSTRATE. ALTERNATE SHALL BE MEDIUM DENSITY FIBERBOARD (MDFB) COMPLYING WITH ANSI A208.2, PRODUCT CLASS MD. 2. (WD) WOOD VENEER/ SUBSTRATE: 3/4" THICK WOOD SUBSTRATE OR MDF CORE PLYWOOD WITH WOOD VENEER ONE SIDE WITH TRANSPARENT FINISH. FIRE RESISTANCE TO BE: A. FLAME SPREAD 75 OR LESS B. SMOKE DEVELOPED: 450 OR LESS 1.05 SUBMITTALS: A. SHOP DRAWINGS SHOWING: 1. LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE DETAILS, ATTACHMENT DEVICES, AND OTHER COMPONENTS. 2. VENEER LEAVES WITH GRAIN DIRECTION. 3. APPLY WIC CERTIFIED COMPLIANCE LABEL TO FIRST PAGE OF SHOP DRAWINGS. A. SAMPLES 1. SUBMIT TWO (2) SAMPLES OF ALL PLASTIC LAMINATES AS SCHEDULED, AND TWO (2) MOCK-UPS OF EDGE BAND CONDITION AT DOOR/DRAWER. 2. SUBMIT TWO 12" X 12" FINISHED SAMPLES OF EACH TYPE OF VENEER AND HARDWOOD WITH TRANSPARENT FINISH AND SPECIFIED STAIN FOR APPROVAL. 3. EXPOSED CABINET HARDWARE (ONE UNIT OF EACH TYPE AND FINISH). 4. SUBMIT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. 1.05 COORDINATE BLOCKING LOCATIONS AND ELECTRICAL AND PLUMBING WORK INTEGRAL WITH CASEWORK. 1.06 ALL VENEERS TO BE BALANCED AND BOOK MATCHED UNO. 2.01 LAMINATED PLASTIC SHALL BE NEMA LD-3, HORIZONTAL GRADE A. COLOR AND PATTERN (PL): SEE FINISH SCHEDULE FOR SPECIFICATIONS SECTION 064000 -INTERIOR ARCHITECTURAL WOODWORK 2.02 FINISH HARDWARE SHALL COMPLY WITH AWI MANUAL. A. HINGES: CONCEALED EURO-STYLE B. DRAWERS SLIDES: BALL BEARING TYPE FULL EXTENSION SLIDES BY ACCURIDE OR APPROVED SIMILAR C. PULLS: (HW) -SEE FINISH SCHEDULE FOR SPECIFICATIONS D. GROMMET: (G) -SEE FINISH SCHEDULE FOR SPECIFICATIONS E. ADJUSTABLE SHELVING HARDWARE: REFER PLANS F. SUPPORT LEG: (LEG) -SEE FINISH SCHEDULE FOR SPECIFICATIONS G. PULL-OUT DOOR MOUNTED WASTE BIN (TR) -SEE FINISH SCHEDULE FOR SPECIFICATIONS H. COAT HOOKS (CH)-SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.03 ADJUST DRAWERS, DOORS AND MOVEABLE SHELVES FOR SMOOTH, TIGHT NON-BINDING OPERATION. HINGES SHALL BE SELF-CLOSING TYPE. 2.04 SHOP FABRICATE IN WHOLE OR PARTIAL UNITS FOR MANAGEABLE HANDLING. ASSEMBLE PARTIAL UNIT IN PLACE TO PROVIDE A UNIFIED VISUAL WHOLE. FABRICATE FILLERS AND SCRIBE STRIPS OF SAME MATERIALS AND FINISHES AS ASSOCIATED UNITS. 2.05 FABRICATE CASEWORK TO BE INSTALLED IN WET AREAS WITH WATER RESISTANT CORE MATERIALS AND WATERPROOF ADHESIVES. 2.06 COMPOSITE WOOD AND AGRI-FIBER PRODUCTS, INCLUDING CORE MATERIALS, MUST CONTAIN NO ADDED UREA-FORMALDEHYDE RESINS. LAMINATE ADHESIVES USED TO FABRICATE ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES MUST CONTAIN NO UREA-FORMALDEHYDE. 3.01 MAINTAIN PROTECTIVE WRAPPINGS AS LONG AS POSSIBLE DURING HANDLING AND INSTALLATION. 3.02 INSTALL PRODUCTS PLUMB AND LEVEL. SECURELY FASTEN MATERIALS TO SUPPORTING SUBSTRATE. REMOVE AND REPLACE MATERIALS DAMAGED BEYOND REPAIR OR STAINED BEYOND CLEANING. 3.03 MILLWORKER MUST FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO FABRICATION/INSTALLATION INCLUDING BUT NOT LIMITED TO: NON-PLUMB WALLS, UNEVEN FLOORS ETC. NOTIFY ARCHITECT OF ANY INCONSISTENCIES ON SITE. SCRIBE MILLWORK AT BUILT-IN APPLICATIONS. 3.04 FLOOR PREPARATION -FLOOR SHALL VARY 1/8" IN 10'-0" MAX BENEATH ALL BASE CABINETS. SECTION 064000 -INTERIOR ARCHITECTURAL WOODWORK -CONT'D 1.01.1 MATERIALS: 1. QUARTZ SOLID SURFACING (QZ) 2. CAST POLYMER SOLID SURFACING MATERIAL (SSM) 1.02 SUBMITTALS: SUBMIT TWO (2) SAMPLES OF PRODUCT LABELED AS TO MANUFACTURER AND COMPOSITION. FURNISH MAINTENANCE MANUAL AND MANUFACTURER'S WARRANTY. 1.03 SHOP DRAWINGS TO SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, DIMENSIONS, METHODS OF JOINING, FASTENING ATTACHMENTS AND ANY AND ALL CUTOUT. 1.04 QUALITY ASSURANCE: 1. FABRICATORS QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO CUSTOM-FABRICATE PRODUCTS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT AND WHOSE PRODUCTS HAVE A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE AND INSTALLATION. 2. DELIVERY, STORAGE AND HANDLING: COMPLY WITH MATERIAL MANUFACTURER'S REQUIREMENTS. PACKAGING, SHIPPING, HANDLING AND UNLOADING: OBSERVE MANUFACTURER'S RECOMMENDATIONS AND HANDLE IN A MANNER TO PREVENT BREAKAGE BRACE PARTS IF NECESSARY. TRANSPORT IN NEAR VERTICAL POSITION WITH FINISHED FACE TOWARD FINISHED FACE. DO NOT ALLOW FINISHED SURFACES TO RUB DURING SHIPPING AND HANDLING. 3. STORAGE AND PROTECTION: STORE IN RACKS IN NEAR VERTICAL POSITION. PREVENT WARPAGE AND BREAKAGE. STORE INSIDE AWAY FOR DIRECT EXPOSURE TO SUNLIGHT. STORE BETWEEN 25 AND 130°F. 2.01 PRODUCT (QZ / SSM) -SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 ADHESIVE: MOISTURE RESISTANT TYPE AS RECOMMENDED BY PRODUCT MANUFACTURER. 2.03 PRIMERS AND SEALERS: TYPE AS RECOMMENDED BY MANUFACTURER. 2.04 JOINT FILLER AND NEUTRAL CLEANER: TYPE MADE OR RECOMMENDED BY MANUFACTURER FOR CONDITIONS OF INSTALLATION. 2.05 ALL ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. MULTI-PURPOSE CONSTRUCTION ADHESIVES -70 G/L 2.06 ALL PRIMERS AND SEALERS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1133. A. PRIMERS, SEALERS AND UNDERCOATINGS -200 G/L B. SPECIALTY PRIMERS -350 G/L 3.01 PREPARATION: A. PROTECTION OF SURFACES: PROTECT FINISHED SURFACES FROM SCRATCHES. APPLY MASKING WHERE NECESSARY. TAKE NECESSARY PRECAUTIONS TO PREVENT DIRT, GRIT, DUST AND DEBRIS FROM OTHER TRADES FROM CONTACTING THE SURFACE. 3.02 INSTALLATION: A. PRELIMINARY INSTALLATION: FABRICATE COUNTERTOPS OR OTHER DESIGN ELEMENTS WITHOUT JOINTS, UNLESS OTHERWISE REQUIRED BY LIMITATIONS OF SLAB LENGTHS. B. JOINTS: 1. JOINTS BETWEEN ADJACENT PIECES OF QUARTZ SURFACING; JOINTS SHALL BE FLUSH, TIGHT FITTING, LEVEL AND NEAT. SECURELY JOIN ADJACENT PIECES WITH MANUFACTURER RECOMMENDED TWO PART ADHESIVE. FILL JOINTS LEVEL TO POLISHED SURFACE. SECURE ADJACENT QUARTZ SURFACES WITH VACUUM CLAMPS UNTIL ADHESIVE HARDENS. BONDED JOINTS TO BE 1/32" OR LESS IN WIDTH. JOINT FILLER COLOR TO MATCH COUNTER TOPS. 2. JOINTS BETWEEN QUARTZ SURFACE AND (BACKSPLASH, WALL, TUB, OR SHOWER): SEAL JOINTS WITH '50' YEAR SILICONE SEALANT. SILICONE SEALANT COLOR TO MATCH COUNTER TOP. SECTION 066116 -SOLID SURFACE FABRICATIONS 2.01 BATT INSULATION SHALL BE FULL FIT FIBERGLASS, THICKNESS TO PROVIDE "R VALUE" INDICATED ON DRAWINGS: UNFACED ASTM C665, TYPE I. 2.02 SOUND BATTS AT NON-RATED WALLS SHALL BE FULL-FIT FIBERGLASS BATT INSULATION; AT RATED WALLS SOUND BATT SHALL BE DENSE MINERAL WOOL, 4.5 POUND, USG "THERMAFIBER", OR PROVIDE ARCHITECT/DESIGN WITH AN EQUAL RATED MATERIAL FOR APPROVAL, UNO 3.01 INSTALL INSULATION BATTS TO FIT TIGHTLY BETWEEN FRAMING MEMBERS, GAPS SHALL BE STUFFED WITH INSULATION. TRIM INSULATION TO NEATLY FIT AROUND PENETRATIONS AND BETWEEN FRAMING. SECTION 072100 -THERMAL INSULATION 1.01 REGULATORY REQUIREMENTS: COMPLY WITH AGENCY AND BUILDING CODE REQUIREMENTS AND UNDERWRITERS LABORATORIES INC. "FIRE HAZARD CLASS". 1.02 MATCH THICKNESS OF FIREPROOFING BEING REPAIRED. 2.01 WHERE REPAIRING EXISTING MATERIAL DAMAGED BY REMODELING WORK, PROVIDE MATERIALS COMPATIBLE WITH EXISTING, ACCEPTABLE TO LOCAL AGENCY AND BUILDING CODE REQUIREMENTS. 2.02 FUNGAL INHIBITOR: INTEGRALLY MIXED MATERIAL, TESTED AND APPROVED BY FIREPROOFING MATERIAL MANUFACTURER, FOR INTEGRAL MIX WITH FIREPROOFING MATERIAL PRIOR TO APPLICATION. 2.03 WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALIS, OR ORGANIC MATERIALS. 2.04 METAL LATH, ANCHORS, PRIME COAT MATERIAL, BONDING COAT MATERIAL AND OTHER RELATED PRODUCTS REQUIRED BY UNDERWRITERS' LABORATORIES, INC. DESIGN, AND AS RECOMMENDED BY SYSTEM MANUFACTURER FOR SPECIFIC APPLICATION. 2.05 SEALER COAT: FIREPROOFING MANUFACTURER'S SEALER TO PREVENT DUSTING OR FLAKING OF FIREPROOFING MATERIAL. 3.01 PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALL-OUT, AND DUSTING. CLOSE OFF AND SEAL DUCTWORK IN AREAS WHERE FIREPROOFING IS BEING APPLIED. 3.02 SURFACES TO RECEIVE SPRAYED FIREPROOFING SHALL BE FREE OF OIL, GREASE, PAINTS/PRIMERS, LOOSE MILL SCALE, DIRT OR OTHER FOREIGN SUBSTANCES WHICH MAY IMPAIR PROPER ADHESION OF THE FIREPROOFING TO THE SUBSTRATE. 3.03 PREPARE SURFACES TO RECEIVE FIREPROOFING AS RECOMMENDED BY FIREPROOFING MANUFACTURER AND AS REQUIRED BY UNDERWRITERS LABORATORIES INC. 3.04 REMOVE EXCESS MATERIAL, OVERSPRAY, DROPPINGS, AND DEBRIS. REMOVE FIREPROOFING FROM MATERIALS AND SURFACES NOT SPECIFICALLY REQUIRED TO BE FIREPROOFED. 3.05 PROTECT MATERIALS AS REQUIRED BY CODES AND LOCAL ORDINANCES TO MAINTAIN THE INTEGRITY OF THE SYSTEM. SECTION 078100 -APPLIED FIREPROOFING © DLR GroupRevisions -ALL PROJECT COMMUNICATION TO BE SENT TO MARK REED/MONICA BATES, NOT AOR.5/25/2021 3:31:25 PMC:\Revit\_2020\KH Indianapolis Expansion CD's v_20_hgriffo.rvt23-21100-00 5.26.2021 BID/PERMIT SPECIFICATIONS A0.4250 E. 96TH ST. #580INDIANAPOLIS, IN 46240INDIANAPOLIS, INDIANA07/19/21