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HomeMy WebLinkAbout7GENERAL CONDITIONS THE GENERAL CONDITIONS OF THE CONTRACT IS THE AMERICAN INSTITUTE OF ARCHITECTS' AIA DOCUMENT A201 WITH ANN TAYLOR AMENDMENTS, "GENERAL CONDITIONS OF CONSTRUCTION" WHICH IS MADE PART OF THE CONTRACT DOCUMENTS WITH THE SAME FORCE AND EFFECT AS THOUGH SET FORTH IN FULL AND SHALL APPLY TO ALL PORTIONS OF WORK. THE CONTRACTOR IS HEREBY SPECIFICALLY DIRECTED, AS A CONDITION OF THE CONTRACT, TO OBTAIN THE NECESSARY NUMBER OF COPIES OF AIA DOCUMENT A201, WITH ANN TAYLOR AMENDMENTS WITH THE ARTICLES CONTAINED HEREIN, AND TO NOTIFY AND APPRAISE ALL SUBCONTRACTORS AND ANY OTHER PARTIES TO THE CONTRACT OF INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. SUPPLEMENTARY CONDITIONS GENERAL THE FOLLOWING SUPPLEMENTS MODIFY, CHANGE, DELETE FROM OR ADD TO THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", AIA DOCUMENT A201, 1987 EDITION. WHERE ANY ARTICLE OF THE GENERAL CONDITIONS IS MODIFIED OR ANY PARAGRAPH, SUBPARAGRAPH, SUB -SUBPARAGRAPH OR CLAUSE THEREOF IS MODIFIED OR DELETED BY THESE SUPPLEMENTS, THE UNALTERED PROVISIONS OF THAT ARTICLE, PARAGRAPH, SUBPARAGRAPH, SUBSUBPARAGRAPH OR CLAUSE SHALL REMAIN IN EFFECT. ARTICLE I - CONTRACT DOCUMENTS PARAGRAPH 1.1 BASIC DEFINITIONS ADD THE FOLLOWING NEW SUBPARAGRAPH: 1.1.8 MISCELLANEOUS DEFINITIONS 1.1.8.1 THE TERM "PRODUCT" AS USED IN THE CONTRACT DOCUMENTS INCLUDES MATERIALS, SYSTEMS AND EQUIPMENT. 1.1.8.2 THE "PROJECT MANUAL" IS THE VOLUME WHICH INCLUDES THE BIDDING REQUIREMENTS, SAMPLE FORMS AND CERTAIN OF THE CONTRACT DOCUMENTS SUCH AS CONDITIO NS OF THE CONTRACT AND THE SPECIFICATIONS, DIVISION 1 THRU 16. (IF APPLICABLE) 1.1.8.3 THE TERMS "SUITABLE ; "SATISFACTORY," "ACCEPTABLE," "UNACCEPTABLE," OR WORDS OF SIMILAR INTENT, ARE CONSTRUED TO INCLUDE THE PHRASE "AS DETERMINED BY THE ARCHITECT," UNLESS OTHER SPECIFIC REFERENCE IS MADE THEREAT. 1.1.8.4 THE TERMS "APPROVAL," "FOR APPROVAL," "CONSENT," "REVIEW , OR WORDS OF SIMILAR INTENT, ARE CONSTRUED TO INCLUDE THE PHRASE "OF THE ARCHITECT", UNLESS OTHER SPECIFIC REFERENCE IS MADE THEREOF. 1.1.8.5 THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND IN PLACE, INCLUDING ALL ACCESSORIES, FINISHES, TESTS AND SERVICES AS REQUIRED TO RENDER THE ITEM SO SPECIFIED COMPLETELY READY FOR USE. 1.1.8.6 THE TERM "FURNISH" MEANS PROCUREMENT OF FABRICATION OF MATERIALS, EQUIPMENT OR COMPONENTS, OR THE PERFORMANCE OF SERVICES TO THE EXTENT INDICATED. WHERE USED IN RESPECT TO MATERIALS, EQUIPMENT, OR COMPONENTS, THE TERM SHALL INCLUDE DELIVERY TO PROJECT SITE BUT IS NOT INTENDED TO INCLUDE THE INSTALLATION OF THE ITEM, EITHER TEMPORARY OR FINAL. 1.1.8.7 THE TERM "INSTALL" MEANS THE PLACEMENT OF MATERIALS, EQUIPMENT, OR COMPONENT INCLUDING THE RECEIVING, UNLOADING, TRANSPORTING, STORAGE AND INSTALLING, AND THE PERFORMANCE OF SUCH TESTING AND FINISH WORK AS IS COMPATIBLE WITH THE DEGREE OF INSTALLATION SPECIFIED. ARTICLE3-CONTRACTOR PARAGRAPH 3.1 GENERAL 3.1.4 IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY, IF AVAILABLE, OF THE BUILDING RULES AND REGULATIONS, AND TO INCLUDE THE TERMS OF THESE AS PAR TO THEIR CONTRACT FOR CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY INCONSISTENCY BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES AND REGULATIONS PRIOR TO COMMENCEMENT OF ANY WORK. PARAGRAPH 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY THE CONTRACTOR ADD THE FOLLOWING NEW SUBPARAGRAPH: 3.2.2 THE CONTRACTOR'S REPORT TO THE ARCHITECT OF ANY ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS SHALL BE IN WRITING, PRIOR TO THE COMENCEMENT OF WORK AND ORDERING OF PRODUCT OR MATERIALS, AND INSTALLATION THEREOF. PARAGRAPH 3.7 PERMITS, FEES AND NOTICES REPLACE PARAGRAPH 3.7.1 WITH THE FOLLOWING: 3.7.1 THE CONTRACTOR SHALL SECURE AND PAY FOR THE COST OF THE BUILDING PERMIT REQUIRED BY THE LOCAL JURISDICTION. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROJECT EXECUTION AND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED; ALL COSTS FOR THESE PERMITS, FEES, LICENSES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. PARAGRAPH 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE ADD THE FOLLOWING SUBPARAGRAPH: 3.10.2 INITIAL SUBMITTAL OF THE PROGRESS SCHEDULE SHALL BE WITHIN FIVE (5) WORKING DAYS OF RECEIPT OF NOTICE OF AWARD OF THE CONTRACT. PARAGRAPH 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ADD THE FOLLOWING NEW SUBPARAGRAPHS: 3.10.10 REFER TO GENERAL REQUIREMENTS FOR ADDITIONAL PROVISIONS ON THIS SUBJECT. 3.12.11 THE CONTRACTOR SHALL PREPARE AND SUBMIT A SCHEDULE LISTING DATES FOR SUBMISSION AND DATES REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY THE SPECIFICATIONS ARE NEEDED. THIS SCHEDULE SHALL BE SUBMITTED WITHIN FIVE (5) WORKING DAYS OF THE RECEIPT OF NOTICE OF AWARD OF THE CONTRACT. PARAGRAPH 3.14 CUTTING AND PATCHING OF WORK ADD THE FOLLOWING NEW SUBPARAGRAPH: 3.14.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXISTING CONDITIONS DISTURBED BY HIS WORK, WHETHER OR NOT INDICATED IN THE CONTRACT DOCUMENTS. THE COSTS FOR SUCH RESTORATION SHALL BE INCLUDED IN THE CONTRACT SUM AND BE PERFORMED BY WORKERS SKILLED IN THE TRADE OF WORK AFFECTED. PARAGRAPH 3.15 CLEANING UP ADD THE FOLLOWING NEW SUBPARAGRAPH: 3.15.3 REFER TO THE GENERAL REQUIREMENTS FOR ADDITIONAL PROVISIONS ON THIS SUBJECT. ARTICLE 9 - PAYMENTS AND COMPLETION PARAGRAPH 9.2 SCHEDULE OF VALUES ADD THE FOLLOWING NEW SUBPARAGRAPH: 9.2.2 REFER TO DIVISION 1 - SUBMITTALS FOR ADDITIONAL PROVISIONS ON THIS SUBJECT. PARAGRAPH 9.3 APPLICATIONS FOR PAYMENT 9.3.1 IN THE FOURTH LINE FOLLOWING THE WORD "NOTARIZED", DELETE THE WORDS "IF REQUIRED". ADD THE FOLLOWING NEW SUBSUBPARAGRAPHS: 9.3.1.3 THE FORM OF APPLICATION FOR PAYMENT SHALL BE AIA DOCUMENT G702 "APPLICATION AND CERTIFICATE FOR PAYMENT' MAY 1983 EDITION SUPPORTED BY AIA DOCUMENT 1 7 EDT N G703, CONTINUATION SHEET, APRIL 9 8 110 . 9.3.1.4 UNIT THE WORK IS SUBSTANTIALLY COMPLETE, THE OWNER WILL PAY NINETY PERCENT (90%) OF THE AMOUNT D E THE ONTRACTOR ON ACCOUNT OF PROGRESS PAYMENT U C S. 9.3.1.5 WITH THE SECOND APPLICATION FOR PAYMENT, AND WITH EACH APPLICATION THEREAFTER, THE CONTRACTOR SHALL FURNISH WAIVERS OF LIENS IN THE AMOUNT OF THE PREVIOUS CERTIFICATE FOR PAYMENT. PARAGRAPH 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.2ADD THE FOLLOWING NEW SUB -SUBPARAGRAPH: 9.10.2.1 THE CONTRACTOR SHALL SECURE ALL FINAL INSPECTION PERMITS AND ATTACH THEM TO HIS FINAL APPLICATION FOR PAYMENT. ARTICLE 11 - INSURANCE PARAGRAPH 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 IN FIRST LINE FOLLOWING THE WORD "MAINTAIN", INSERT THE WORDS "IN A COMPANY OR COMPANIES LICENSED TO DO BUSINESS IN THE STATE OF WORK AND WHICH ARE SATISFACTORY TO THE OWNER". ADD THE FOLLOWING NEW SUBSUBPARAGRAPH: 11.1.1.4 LIABILITY INSURANCE SHALL INCLUDE ALL MAJOR DIVISIONS OF COVERAGE AND BE ON A COMPREHENSIVE BASIS INCLUDING: 1. PREMISES OPERATION (INCLUDING X-C/U AS APPLICABLE). 2. INDEPENDENT CONTRACTORS PROTECTIVE. 3. PRODUCTS AND COMPLETED OPERATIONS. 4. PERSONAL INJURY LIABILITY WITH EMPLOYMENT EXCLUSION DELETED. 5. CONTRACTUAL - INCLUDING SPECIFIED PROVISION FOR CONTRACTOR'S OBLIGATION UNDER PARAGRAPH 4.18. 6. OWNER, NON -OWNED AND HIRED MOTOR VEHICLES. 7. BROAD FORM PROPERTY DAMAGE INCLUDING COMPLETED OPERATIONS. 8. AMOUNT OF COVERAGE SHALL NOT BE LESS THAN REQUIRED BY THE BUILDING MANAGEMENT. 11.1.4ADD THE FOLLOWING NEW SUB -SUBPARAGRAPH: END OF SECTION SECTION 01000 - GENERAL REQUIREMENTS PART 1 - GENERAL 1.01 GENERAL A. EXAMINE PREMISES CAREFULLY AND REPORT IN WRITING ANY DISCREPANCIES TO THE ARCHITECT/OWNER BEFORE PROCEEDING WITH ANY WORK. B. THE GENERAL CONDITIONS OF THE CONTRACT, THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT #A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION " LATEST EDITION OR MOST CURRENT PUBLISHED EDITION AND THE FOLLOWING SUPPLEMENTARY REQUIREMENTS APPLY TO ALL SECTIONS OF THIS SPECIFICATION. C. WHERE "GENERAL AND SUPPLEMENTARY CONDITIONS" SPECIFIED IN THESE DOCUMENTS MODIFY THE AIA GENERAL CONDITIONS, THEY SHALL TAKE PRECEDENCE. D. WHERE "GENERAL AND SUPPLEMENTARY CONDITIONS" CLAUSES ARE REPEATED, IT SHALL BE UNDERSTOOD AS CALLING SPECIAL ATTENTION TO THEM OR AS A FURTHER QUALIFICATION, AND SHALL NOT BE ASSUMED AS OMITTING ANY FURTHER CLAUSE OF THE GENERAL CONDITIONS. E. MAINTAIN ADEQUATE PROTECTION OF THE WORK FROM DAMAGE AND PROTECT THE OWNER'S PROPERTY AND THE PUBLIC FROM INJURY OR LOSS ARISING IN CONNECTION WITH THIS WORK. MAKE GOOD ANY SUCH DAMAGE, INJURY OR LOSS, AND ACCEPT EXCLUSIVE LIABILITY AND HOLD HARMLESS THE OWNER AND ARCHITECT AGAINST INJURIES OR CLAIMS THEREFORE OF ALL PERSONS AND ANY ALLEGED DAMAGE TO PROPERTY IN CONNECTION WITH THE WORK. ERECT AND MAINTAIN AT ALL TIMES, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE WORKMEN AND THE PUBLIC. F. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF ALL MUNICIPAL CODES AND STATE LAWS OR REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. IN CASES WHERE O E UIR MENTS DIFFER THE MORE C DE R Q E STRINGENT CODE SHALL TAKE PRECEDENCE. G. INDEMNITY PROVISION MUST BE MADE TO INSURE THE "HOLD HARMLESS AGREEMENT" WHICH READS AS FOLLOWS: 1. THE CONTRACTOR HEREBY AGREES TO INDEMNIFY AND SAVE HARMLESS THE OWNER, BUILDING MANAGEMENT AND ARCHITECT FROM AND AGAINST ALL LIABILITY CLAIMS AND DEMANDS ON ACCOUNT OF INJURY TO PERSONS INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO PROPERTY ARISING OUT OF THE PERFORMANCE OF THESE CONTRACT DOCUMENTS BY THE CONTRACTOR'S PROPERTY. THE CONTRACTOR SHALL, AT HIS OR ITS OWN EXPENSE, DEFEND ANY AND ALL ACTIONS AT LAW BROUGHT AGAINST THE OWNER AND THE SAME OWNER'S REPRESENTATIVE ABOVE AND SHALL PAY ALL ATTORNEY'S FEES AND ALL EXPENSES, AND PROMPTLY DISCHARGE ANY JUDGMENTS ARISING THEREFROM. THESE CONDITIONS SHALL ALSO APPLY TO ANY SUBCONTRACTED OPERATIONS. 2. THE CONTRACTOR SHALL SECURE AND PROTECT THE WORK AND SHALL BEAR AND BE LIABLE FOR, AND SHALL REPAIR AND REPLACE ALL LOSS AND DAMAGE OF ANY KIND WHICH MAY HAPPEN TO THE WORK AT ANY TIME PRIOR TO THE FINAL COMPLETION AND ACCEPTANCE THEREOF FROM ANY CAUSE WHATSOEVER, AND THE OWNER AND ARCHITECT WILL NOT, IN ANY MANNER, BE ANSWERABLE OR RESPONSIBLE FOR ANY LOSS OR DAMAGE THAT SHALL HAPPEN TO THE WORK OR ANY PART THEREOF, NOR FOR ANY MATERIALS, EQUIPMENT, TOOLS, PLANT, FACILITIES OR OTHER THINGS THAT MAY BE EMPLOYED THEREIN OR PLACED UPON THE PREMISES BY THE CONTRACTOR, THE LATTER BEING SOLELY RESPONSIBLE THEREFORE UNTIL THE WORK HAS BEEN FULLY ACCEPTED BY THE OWNER. 3. THE CONTRACTOR HEREBY AGREES, TO THE EXTENT PERMITTED BY LAW, TO ASSUME THE ENTIRE RESPONSIBILITY AND LIABILITY FOR AND DEFENSE OF AND TO PAY AND INDEMNIFY THE OWNER AND THE ARCHITECT (COLLECTIVELY THE "INDEMNITIES") AGAINST ANY LOSS, EXPENSE OR LIABILITY AND WILL HOLD EACH OF THEM HARMLESS FROM ANY PAY, ANY LOSS, DAMAGE, COST OR EXPENSE (INCLUDING WITHOUT LIMITATION, JUDGMENTS, ATTORNEY'S FEES, COURT COSTS AND THE COST OF APPELLATE PROCEEDINGS), WHICH THE INDEMNITIES (COLLECTIVELY OR INDIVIDUALLY) INCUR BECAUSE OF INJURY TO OR DEATH OF ANY PERSON OR ON ACCOUNT OF DAMAGE TO PROPERTY, INCLUDING LOSS OF USE THEREOF, OR ANY OTHER CLAIM ARISING OUT OF, IN CONNECTION WITH OR AS A CONSEQUENCE OF THE PERFORMANCE OF THE WORK, AND/OR ANY ACT OR OMISSION OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS, OFFICERS, DIRECTORS, EMPLOYEES, AGENTS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR OR ANYONE WHOSE ACTS THE CONTRACTOR MAY BE LIABLE AS IT RELATES TO THE SCOPE OF THIS CONTRACT. HOWEVER, NOTHING HEREIN CONTAINED SHALL REQUIRE THE CONTRACTOR TO PROVIDE INDEMNIFICATION AGAINST THE PROPORTION OF ANY LIABILITY FOR CLAIMS WHICH ARE PROVEN TO HAVE ARISEN FROM THE NEGLIGENCE OF THE PARTY ASKED TO BE DEFENDED, INDEMNIFIED OR HELD HARMLESS. CONTRACTOR WILL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT IT FROM ANY COSTS AND EXPENSES RELATING TO THE FOREGOING, INCLUDING, WITHOUT LIMITATION, CONTRACTUAL COVERAGE COVERING THE FOREGOING INDEMNITY, AND SHALL PROVIDE THE OWNER WITH CERTIFICATES EVIDENCING SAME IN THE FORM ANNEXED HERETO. H. INSURANCE TO BE PROVIDED BY THE CONTRACTOR 1. THE CONTRACTOR SHALL THROUGH AGENTS AND IN AMOUNTS AND BY COMPANIES TO BE AP PROVED BY THE OWNER, OBTAIN, MAINTAIN IN FORCE DURING THE PERIOD COVERED BY THE CONTRACT AND PAY FOR SUCH INSURANCE AS REQUIRED HEREIN. IF THE CONTRACTOR SHALL FAIL TO DELIVER CERTIFICATES FOR ITS INSURANCE OR THE INSURANCE OF ITS SUBCONTRACTORS TO THE OWNER WITHIN FORTY-EIGHT (48) HOURS AFTER DEMAND, AND IN ANY EVENT, PRIOR TO COMMENCEMENT OF THE WORK ON THE PROJECT, THE OWNER MAY OBTAIN SUCH INSURANCE FOR THE CONTRACTOR AND PAY PREMIUMS THEREON, AND THE CONTRACTOR SHALL REPAY THE OWNER, ON DEMAND, ANY SUM OR SUMS PAID THEREFORE, TOGETHER WITH INTEREST THEREON, OR THE OWNER, MAY DEDUCT SUCH SUM OR SUMS, TOGETHER WITH INTEREST THEREIN, FROM ANY MONEY DUE OR TO BECOME DUE TO THE CONTRACTOR UNDER THIS CONTRACT. AS PROVIDED BELOW, EVERY POLICY OF INSURANCE REQUIRED HEREUNDER SHALL NAME THE INDEMNITIES AS ADDITIONAL INSURED AND SHALL PROVIDE FOR GIVING THE OWNER AND THE OTHER INDEMNITIES IF SO REQUESTED IN WRITING THIRTY (30) DAYS' PRIOR WRITTEN NOTICE OF THE CANCELLATION THEREOF. 2. ANY POLICY OF INSURANCE COVERING THE CONTRACTOR'S OWN TOOLS, PLANT AND FACILITIES AGAINST LOSS BY PHYSICAL DAMAGE SHALL INCLUDE AN ENDORSEMENT PROVIDING THAT THE UNDERWRITERS WANE THEIR RIGHTS OF SUBROGATION AGAINST THE OWNER. 3. THE CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS CONTRACT UNTIL IT HAS OBTAINED ALL OF THE INSURANCE REFERRED TO HEREIN AND THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL BE REQUIRED TO MAINTAIN THE FOLLOWING INSURANCE IN AMOUNTS NOT LESS THAN THOSE SPECIFIED BELOW: a. WORKERS COMPENSATION IN ACCORDANCE WITH THE LAWS OF THE STATE WITH JURISDICTION. b. EMPLOYER'S LIABILITY INSURANCE IN AN AMOUNT NOT LESS THAN $100,000. c. COMPREHENSIVE GENERAL LIABILITY/UMBRELLA LIABILITY FOR: (1) BODILY INJURY LIABILITY INSURANCE (2) PROPERTY DAMAGE LIABILITY WITH LIMITS OF $1,000,000/$5,000,000 COMBINED SINGLE LIMIT EACH OCCURRENCE, INCLUDING, BUT NOT LIMITED TO, COMPREHENSIVE FORM PREMISES - OPERATIONS, EXPLOSION AND COLLAPSE HAZARD, PRODUCTS/COMPLETED OPERATIONS HAZARD (2 YEARS' EXTENSION BEYOND COMPLETION OF PROJECT), CONTRACTUAL COVERAGE (INCLUDING COVERAGE FOR THE INDEMNITY CLAUSES PROVIDED UNDER THIS CONTRACT), BROAD FORM PROPERTY DAMAGE, INDEPENDENT CONTRACTORS, PERSONAL INJURY (EMPLOYEES EXCLUSION DELETED) AND 'X,' 'C' AND 'U' EXCLUSIONS DELETED. (3) COMPREHENSIVE AUTOMOBILE LIABILITY COMPREHENSIVE, OWNED, HIRED, NON -OWNED WITH LIMITS $500,000 COMBINED SINGLE LIMIT EACH OCCURRENCE. (4) THE CONTRACTOR SHALL VERIFY THAT THESE REQUIREMENTS ARE ACCEPTABLE TO THE OWNER. IF NOT, THEY SHALL OBTAIN INSURANCE COVERAGE IN ACCORDANCE WITH THEIR REQUIREMENTS. 4. THE ABOVE INSURANCE SHALL WITHOUT LIABILITY ON THE PART OF THE OWNER FOR PREMIUMS THEREOF I NCIUDE THE FOLLOWING: a. ENDORSEMENT AS ADDITIONAL INSURERS OF: (1) OWNER, ARCHITECT AND THEIR PARTNERS, DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND REPRESENTATIVES;AND (2) ALL OTHER INDEMNITIES NAMED IN THE CONTRACT. b. THIRTY (30) DAY PRIOR NOTICE OF CANCELLATION TO EACH NAME INSURED; AND c. WAIVER OF SUBROGATION 5. THE ABOVE POLICIES SHALL BE ENDORSED TO CONTAIN THE FOLLOWING WORDING VERBATIM: "OWNER IS INTERESTED IN THE MAINTENANCE OF THIS INSURANCE AND IT IS AGREED THAT THIS INSURANCE WILL NOT BE CANCELED, MATERIALLY CHANGED OR NOT RENEWED WITHOUT AT LEAST THIRTY (30) DAYS' ADVANCE WRITTEN NOTICE TO THE OWNER AND THE OTHER ADDITIONAL INSURERS AS SO REQUESTED IN WRITING. THE CONTRACTOR HEREBY AGREES, TO THE EXTENT PERMITTED BY LAW, TO ASSUME THE ENTIRE RESPONSIBILITY AND LIABILITY FOR AND DEFENSE OF AND TO PAY AND INDEMNIFY THE OWNER FOR THE PROJECT AND THE ARCHITECT (COLLECTIVELY THE "INDEMNITIES") AGAINST ANY LOSS, EXPENSE OR LIABILITY AND WILL HOLD EACH OF THEM HARMLESS FROM ANY PAY, ANY LOSS, JUDGMENTS, ATTORNEY'S FEES, COURT COSTS AND THE COST OF APPELLATE PROCEEDINGS), WHICH THE INDEMNITIES (COLLECTIVELY OR INDIVIDUALLY) INCUR BECAUSE OF INJURY TO OR DEATH OF ANY PERSON OR ON ACCOUNT OF DAMAGE TO PROPERTY, INCLUDING LOSS OF USE THEREOF, OR ANY OTHER CLAIM ARISING OUT OF, IN CONNECTION WITH OR AS A CONSEQUENCE OF THE PERFORMANCE OF THE WORK, AND/OR ANY ACT OR OMISSION OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS, OFFICERS, DIRECTORS, EMPLOYEES, AGENTS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR OR ANYONE WHOSE ACTS THE CONTRACTOR MAY BE LIABLE AS IT RELATES TO THE SCOPE OF THIS CONTRACT. HOWEVER, NOTHING HEREIN CONTAINED SHALL REQUIRE THE CONTRACTOR TO PROVIDE INDEMNIFICATION AGAINST THE PROPORTION OF ANY LIABILITY FOR CLAIMS WHICH ARE PROVEN TO HAVE ARISEN FROM THE NEGLIGENCE OF THE PARTY ASKED TO BE DEFENDED, INDEMNIFIED OR HELD HARMLESS. CONTRACTOR WILL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT IT FROM ANY COSTS AND EXPENSES RELATING TO THE FOREGOING, INCLUDING, WITHOUT LIMITATION, CONTRACTUAL COVERAGE COVERING THE FOREGOING INDEMNITY, AND SHALL PROVIDE THE OWNER WITH CERTIFICATES EVIDENCING SAME." 1.02 SUMMARY OF WORK A. THE WORK OF THIS CONTRACT COMPRISES THE RENOVATION OF SPACE FOR ANN TAYLOR LOFT. B. THE CONSTRUCTION SCHEDULE AND OPERATIONS SHALL BE SUBJECT TO APPROVAL OF THE OWNER AND THE BUILDING MANAGEMENT. C. CONTRACTOR'S USE OF PREMISES 1. CONTRACTOR SHALL LIMIT HIS USE OF THE PREMISES FOR WORK AND FOR STORAGE TO THE AREA DESIGNATED BY BUILDING MANAGEMENT. 2. EACH CONTRACTOR ASSUMES RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF HIS MATERIALS STORED AT THE SITE. 3. THE CONTRACTOR IS ADVISED THAT LIMITED STORAGE SPACE IS AVAILABLE IN THE SPACE TO BE RENOVATED. D. WORK RELATED REQUIREMENTS 1. MOVEMENT OF WORKMEN AND MATERIALS INTO THE BUILDING WILL BE ALONG ROUTES AND AT TIMES AS DIRECTED AND RESTRICTED BY THE BUILDING MANAGEMENT. 2. WORK IN THE BUILDING WILL BE PERMITTED DURING THE HOURS AND DAYS ESTABLISHED BY THE BUILDING MANAGEMENT AND OTHER ALTERNATE HOURS AS ARRANGED WITH AND APPROVED BY THE BUILDING MANAGEMENT. 3. THE CONTRACTOR SHALL SCHEDULE DELIVERY OF MATERIALS AND REMOVALS OF DEBRIS WITH THE BUILDING MANAGEMENT. CONTRACTOR SHALL GIVE ADEQUATE NOTICE OF REQUIREMENTS. 4. THE CONTRACTOR SHALL NOT ERECT SIGNS. 5. TEMPORARY FIELD OFFICE SPACE IN THE CONSTRUCTION AREA SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE HIS OWN FURNITURE. THE CONTRACTOR SHALL PROVIDE A TELEPHONE FOR COMMUNICATIONS AND SUBCONTRACTORS' USE. 6. THE CONTRACTOR SHALL ARRANGE WITH THE BUILDING MANAGEMENT FOR HIS OWN UTILITY SERVICES INCLUDING ELECTRICAL POWER, WATER AND LIGHTING. THE COST OF HOOK-UP AND DISTRIBUTION SHALL ALSO BE PAID FOR BY THE CONTRACTOR. SERVICES NOT AVAILABLE FROM THE BUILDING SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN EXPENSE. 7. THE CONTRACTOR AND HIS PERSONNEL MAY USE EXISTING TOILET FACILITIES FOR HIS EMPLOYEES. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING TOILET FACILITY AND RESTORING IT TO ITS ORIGINAL CONDITION UPON COMPLETION OF THE JOB. 8. WHERE DISAGREEMENTS OCCUR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF OR BETWEEN THE SPECIFICATIONS AND THE BUILDING RULES AND STANDARDS, THE ITEM OR ARRANGEMENT OF BETTER QUALITY, GREATER QUANTITY OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT . 9. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 10. ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS ONLY WITH VERIFICATION OF ACTUAL FIELD CONDITIONS. 11. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTIONS AND SERVICE EQUIPMENT TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS APPLICABLE, AND TO CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (ACI, AIBC, ETC.), WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW AND SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. 12. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGES, COLLAPSE, DISTORTIONS AND OFF -ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 13. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS PERTAINING TO LABOR AND MATERIALS. 14. ALL NOTES HEREIN MENTIONED WITH THOSE OF THE VARIOUS DRAWINGS SHALL APPLY TO ALL DRAWINGS AND FORM PART OF THE CONTRACT. 15. EACH CONTRACTOR WILL BE HELD STRICTLY RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES IN THE PLANS OR DETAILS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. 16. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: a. IT SHALL HAVE BEEN ACCEPTED PRIOR TO THE EFFECTIVE DATE OF THE CODE. b. IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE COMMISSIONER, OR c. IT SHALL HAVE BEEN APPROVED BY THE BOARD OF STANDARDS AND APPEALS. 17. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH LOCAL CODES AND REQUIREMENTS. 18. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. 19. FINISH FLOORING IN ALL EXITS SHALL BE OF NON-COMBUSTIBL.E MATERIALS. 20. ILLUMINATION OF AT LEAST CODE REQUIRED CANDLES MEASURED AT THE FLOOR LEVEL SHALL BE MAINTAINED CONTINUOUSLY IN EXITS AND THEIR ACCESS FACILITIES. 21. EXIT LIGHTING SHALL BE ON CIRCUITS THAT ARE SEPARATE FROM ANY OTHER CIRCUITS, TAKEN OFF AHEAD OF THE MAIN SWITCH, AS REQUIRED BY CODE. 22. WHERE REQUIRED, LOCATION OF EVERY EXIT SHALL BE CLEARLY INDICATED BY EXIT SIGNS, PLACED, IF REQUIRED, AT AN ANGLE WITH THE EXIT OPENING. INSTALL DIRECTIONAL SIGNS TO SERVE AS GUIDE FROM ALL PORTIONS OF THE CORRIDOR OR FLOOR, SIGNS SHALL BE ON SEPARATE CIRCUITS, TAKEN OFF AHEAD OF THE MAIN SWITCH, AS REQUIRED BY CODE. 23. EXIT SIGNS SHALL BE INTERNALLY LIGHTED, HAVING AN INITIAL BRIGHTNESS OF THE LETTERS, AS REQUIRED BY CODE. 24. NO CONDUITS, PIPES, MEDICINE CABINETS, ETC. SHALL ENCROACH UPON FIRE -RATED PARTITIONS ENCLOSING PUBLIC CORRIDORS, STAIRS, ELEVATOR SHAFTS OR VENT SHAFTS. 25. EXIT DOORS SHALL BE READILY OPERABLE AT ALL TIMES FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE. DOORS OPENING INTO INTERIOR ENCLOSED STAIR SHALL NOT BE LOCKED FROM EITHER SIDE EXCEPT THAT DOORS MAY BE LOCKED TO PREVENT ACCESS TO THE STAIRS FROM THE OUTDOORS AT THE STREET LEVEL. 26. PIPE SPACE AND WALL FURRINGS SHALL CONSIST OF METAL CHANNELS AND 5/8" GYPSUM WALLBOARD, EXCEPT AS OTHERWISE SHOWN. 27. ALL COMBUSTIBLE FLOORING TO HAVE FLAME SPREAD RATING IN ACCORDANCE WITH CURRENT CODE. 28. THE BATHROOM SIDE OF PARTITIONS SHALL BE 5/8" WATER RESISTANT GYPSUM WALLBOARD OR BACKER BOARD, IF ROOM IS TO RECEIVE TILE OR STONE. 29. VENTILATION SHAFT WALLS SHALL BE AS FOLLOWS: ONE LAYER OF 5/8" FIRE CODE GYPSUM WALL BOARD EACH SIDE OVER 1" GYPSUM COREBOARD; TOTAL WIDTH TO BE 2-1/4". INSTALLATION AS RECOMMENDED BY MANUFACTURER. 30. ALL DUCT SHAFTS OFFSETS SHALL BE ENCASED WITH 2 -HOUR FIRE RATED MATERIAL, OR AS REQUIRED BY CODE. 31. ALL PERMITS ISSUED BY THE AHJ SHALL BE POSTED IN A CONSPICUOUS PLACE OPEN FOR PUBLIC INSPECTION FOR THE ENTIRE TIME OF THE CONSTRUCTION AND THE USE AND OPERATION OF THE EQUIPMENT OR UNTIL THE EXPIRATION OF THE PERMIT. 32. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED. ALL WORK SHALL BE LAID OUT BY DIMENSIONS. LAYOUT TO BE APPROVED BY ANN TAYLOR PRIOR TO PROCEEDING WITH THE WORK. 35. DEFINITIONS a. INDICATED: SHOWN ON DRAWINGS BY NOTES, GRAPHICS OR SCHEDULES, OR WRITTEN INTO OTHER PORTIONS OF CONTRACT DOCUMENTS. TERMS SUCH AS "SHOWN; "NOTED," "SCHEDULED" AND "SPECIFIED" HAVE SAME MEANING AS "INDICATED," AND ARE USED TO ASSIST THE READER IN LOCATING PARTICULAR INFORMATION. b. PROJECT SITE: SPACE AVAILABLE TO CONTRACTOR AT LOCATION OF PROJECT, EITHER EXCLUSIVELY OR TO BE SHARED WITH SEPARATE CONTRACTORS, FOR PERFORMANCE OF WORK. c. FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY INSTALLATION AND SIMILAR SUBSEQUENT REQUIREMENTS. d. INSTALL: OPERATIONS AT PROJECT SITE, INCLUDING UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING AND SIMILAR OPERATIONS. e. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. f. INSTALLER: ENTITY (FIRM OR PERSON) ENGAGED TO INSTALL WORK, BY CONTRACTOR, SUBCONTRACTOR OR SUB -SUBCONTRACTOR. INSTALLERS ARE REQUIRED TO BE SKILLED EXPERTS IN WORK THEY ARE ENGAGED TO INSTALL. g. OVERLAPPING/CONFLICTING REQUIREMENTS: MOST STRINGENT (GENERALLY MOST COSTLY) APPLIES AND WILL BE ENFORCED, UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY INTO CONTRACT DOCUMENTS CLEARLY INDICATES THAT A LESS STRINGENT REQUIREMENT IS ACCEPTABLE. h. ABBREVIATIONS, PLURAL WORDS: ABBREVIATIONS, WHERE NOT DEFINED IN CONTRACT DOCUMENTS, WILL BE INTERPRETED TO MEAN THE NORMAL CONSTRUCTION INDUSTRY TERMINOLOGY, DETERMINED BY RECOGNIZED GRAMMATICAL RULES, BY THE ARCHITECT. PLURAL WORDS WILL BE INTERPRETED AS SINGULAR AND SINGULAR WORDS WILL BE INTERPRETED AS PLURAL WHERE APPLICABLE FOR CONTEXT OF CONTRACT DOCUMENTS. i. CONTRACT DOCUMENTS: REQUIREMENTS OF THE WORK ARE CONTAINED IN THE CONTRACT DOCUMENTS AND INCLUDE CROSS-REFERENCE THEREIN TO PUBLISH INFORMATION, WHICH IS NOT NECESSARILY BOUND THEREWITH. 1.03 PROJECT COORDINATION A. THE CONTRACTOR SHALL: 1. COORDINATE WORK OF HIS OWN EMPLOYEES. 2. EXPEDITE HIS WORK TO ENSURE COMPLIANCE WITH SCHEDULES. 3. COORDINATE AND SCHEDULE HIS WORK WITH THAT OF OTHER CONTRACTORS AND WITH WORK BY THE OWNER. 4. NOT RESTRICT ACCESS TO THE BUILDING DURING HOURS OF OPERATION. PROVIDE ADEQUATE PROTECTION OF THE PUBLIC FROM CONSTRUCTION ACTIVITIES. MAINTAIN PEDESTRIAN RIGHT-OF-WAY ON PUBLIC SIDEWALKS. B. CONSTRUCTION ORGANIZATION AND START-UP THE CONTRACTOR SHALL ESTABLISH ON-SITE LINES OF AUTHORITY AND COMMUNICATIONS, INCLUDING THE FOLLOWING: 1. SCHEDULING AND CONDUCTING A PRE -CONSTRUCTION MEETING AND PROGRESS MEETINGS. 2. ESTABLISHING PROCEDURES FOR TRANSMITTAL OF INTRA -PROJECT COMMUNICATIONS. 3. INTERPRETING CONTRACT DOCUMENTS AND ASSISTING IN RESOLUTION OF QUESTIONS OR CONFLICTS WHICH MAY ARISE. 1.04 SUBMITTALS A. GENERAL: SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES AS REQUIRED BY THE CONTRACT DOCUMENTS. B. SHOP DRAWINGS: DRAWINGS SHALL BE PRESENTED INA CLEAR AND THOROUGH MANNER. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO DETAILS SHOWN ON THE CONTRACT DRAWINGS. C. PRODUCT DATA: EACH COPY SHALL BE CLEARLY MARKED TO: 1. IDENTIFY PERTINENT PRODUCTS. 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. 3. SHOW DIMENSIONS AND REQUIRED CLEARANCES. D. SAMPLES: SAMPLES SHALL BE OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY ILLUSTRATE: 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT. 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN. E. SUBMISSION RE QUIREMENTS 1. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR. 2. NUMBER OF REQUIRED SUBMITTALS a. SHOP DRAWINGS: SUBMIT THREE (3) OPAQUE REPRODUCTIONS. b. PRODUCT DATA: SUBMIT THREE (3) COPIES OF DATA. c. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NOT STATED, PROVIDE TWO (2) SETS OF EACH SAMPLE REQUESTED. 3. SUBMITTAL INFORMATION a. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. b. THE PROJECT TITLE AND NUMBER. c. THE NAME OF THE: (1) ARCHITECT (2) CONTRACTOR (3) MANUFACTURER (4) MANUFACTURER'S REPRESENTATIVE d. IDENTIFICATION OF THE PRODUCT, WITH THE APPROPRIATE SPECIFICATION SECTION NUMBER. e. INDICATION OF LOCATION WHERE ITEM IS TO BE INSTALLED. f. FIELD DIMENSIONS, IF REQUIRED, CLEARLY IDENTIFIED AS SUCH. g. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. h. IDENTIFICATION OR REVISIONS ON RESUBMITTALS. F. RESUBMISSION REQUIREMENTS 1. SHOP DRAWINGS AND PRODUCT DATA a. REVISE INITIAL DRAWINGS OR DATA AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. b. INDICATE ANY CHANGES WHICH HAVE BEEN MADE. 2. SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. 1.05 SECURITY A. PROTECT OPERATIONS AT THE SITE AND BE RESPONSIBLE FOR THEFT, VANDALISM OR DAMAGE RESULTING FROM CONTRACTOR'S WORK OR EMPLOYEES. B. COMPLY WITH SECURITY REQUIREMENTS OF THE BUILDING MANAGEMENT. C. MAINTAIN A CURRENT LIST OF APPROVED PERSONS AND SUBMIT A COPY OF THE LIST TO THE BUILDING MANAGER. D. ONLY PERSONNEL PROPERLY IDENTIFIED WILL BE PERMITTED ON THE SITE. 1.06 MATERIAL AND EQUIPMENT A. DELIVERY AND HANDLING 1. ARRANGE DELIVERIES OF PRODUCTS IN ACCORDANCE WITH CONSTRUCTION SCHEDULES TO AVOID CONFLICT WITH WORK AND CONDITIONS AT THE SITE. a. DELIVER PRODUCTS IN UNDAMAGED CONDITION, IN MANUFACTURER'S ORIGINAL CONTAINERS OR PACKAGING, WITH IDENTIFYING LABELS INTACT AND LEGIBLE. b. IMMEDIATELY ON DELIVERY, INSPECT SHIPMENTS TO ENSURE COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS AND APPROVED SUBMITTALS AND THAT PRODUCTS ARE PROPERLY PROTECTED AND UNDAMAGED. 2. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS WHICH PREVENT SOILING AND DAMAGE. B. STORAGE AND PROTECTION 1. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFF SITE STORAGE SPACE AS REQUIRED. 2. ARRANGE STORAGE IN A MANNER TO PROVIDE EASY ACCESS FOR INSPECTION. MAKE PERIODIC INSPECTIONS OF STORED PRODUCTS TO ENSURE THAT PRODUCTS ARE MAINTAINED UNDER SPECIFIED CONDITIONS AND FREE FROM DAMAGE OR DETERIORATION. 3. PROVIDE SUBSTANTIAL COVERINGS AS NECESSARY TO PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM TRAFFIC AND SUBSEQUENT CONSTRUCTION OPERATIONS. C. SUBSTITUTIONS AND PRODUCT OPTIONS 1. PRODUCT LIST: WITHIN TEN (10) DAYS AFTER CONTRACT DATE, SUBMIT TO THE CONTRACTOR A COMPLETE LIST OF MAJOR PRODUCTS PROPOSED TO BE USED, WITH THE NAME OF THE MANUFACTURER AND THE INSTALLING SUBCONTRACTOR. 2. PRODUCT OPTIONS a. FOR PRODUCTS SPECIFIED BY NAMING SEVERAL PRODUCTS OR MANUFACTURERS, SELECT ANY ONE OF THE PRODUCTS OR MANUFACTURERS NAMED WHICH COMPLIES WITH THE SPECIFICATIONS. b. FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR MANUFACTURERS AND "OR EQUAL," CONTRACTOR SHALL SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY PRODUCT OR MANUFACTURER NOT SPECIFICALLY NAMED. c. FOR PRODUCTS SPECIFIED BY NAMING ONLY ONE PRODUCT AND MANUFACTURER, THERE IS NO OPTION. 3. SUBSTITUTIONS a. FOR A PERIOD OF FIFTEEN (15) DAYS AFTER CONTRACT DATE, THE CONTRACTORIOWNER WILL CONSIDER WRITTEN REQUESTS FROM CONTRACTOR FOR SUBSTITUTION OF PRODUCTS. b. SUBMIT A SEPARATE REQUEST FOR EACH PRODUCT COMPLETE WITH SUPPORTING DOCUMENTATION AND WITH SAMPLES AS APPROPRIATE, INCLUDING: (1) COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTION WITH THAT SPECIFIED. (2) CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF THE SUBSTITUTION. (3) EFFECT ON THE CONSTRUCTION SCHEDULE. (4) COST DATA COMPARING THE PROPOSED SUBSTITUTION WITH THE PRODUCT SPECIFIED. (5) SOURCE OF REPLACEMENT MATERIALS. c. THE OWNER SHALL BE THE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION: (1) A REQUEST FOR A SUBSTITION CONSTITUTES A REPRESENTATION THAT CONTRACTOR: (2) HAS INVESTIGATED THE PROPOSED PRODUCT AND DETERMINED THAT IT IS EQUAL TO OR SUPERIOR IN ALL RESPECTS TO THAT SPECIFIED. (3) WILL PROVIDE THE SAME WARRANTIES FOR THE SUBSTITUTION AS FOR THE PRODUCT SPECIFIED. (4) WAIVES ALL CLAIMS FOR ADDITIONAL COSTS, UNDER HIS RESPONSIBILITY, WHICH MAY SUBSEQUENTLY BECOME APPARENT. 1.07 CLEANING A. GENERAL 1. EXECUTE CLEANING, DURING PROGRESS OF THE WORK AND AT COMPLETION OF THE WORK, AS REQUIRED BY GENERAL CONDITIONS. 2. CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES AND REGULATIONS. B. MATEIALS 1. USE ONLY THOSE CLEANING AND METHODS RECOMMENDED BY THE MANUFACTURER OF THE SURFACE MATERIAL TO BE CLEANED. 2. USE CLEANING MATERIAL ONLY ON SURFACES RECOMMENED BY THE CLEANING MATERIAL MANUFACTURER. C. DURING CONSSTRUCTION 1. THE CONTRACTOR SHALL KEEP THE WORK FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH RESULTING FROM CONSTRUCTION OPERATIONS ON A DAILY BASIS. 2. THE WORK SHALL BE PROTECTED AND CLEANED AT THE END OF EACH WORK DAY. D. FINAL CLEANING 1. REMOVE GREASE, MASTIC ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT -EXPOSED SURFACES INCLUDING NEW GLASS ENTRANCE DOORS. 2. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR, ARCHITECT AND OWNER'S REPRESENTATIVE SHALL CONDUCT AN INSPECTION OF SIGHT -EXPOSED INTERIOR SURFACES AND ALL WORK AREAS, TO VERIFY THAT THE ENTIRE WORK IS CLEAN. 1.08 MAINTENANCE DATA A. COMPILE AND PRODUCE DATA AND RELATED INFORMATION APPROPRIATE FOR OWNER'S MAINTENANCE OF PRODUCTS FURNISHED UNDER CONTRACT. B. PREPARE MAINTENANCE DATA IN AN ORGANIZED MANNER AND AS REFERENCED IN OTHER PERTINENT SECTIONS OF THESE SPECIFICATIONS. C. INSTRUCT OWNER'S PERSONNEL IN MAINTENANCE OF PRODUCTS. END OF SECTION 01000 SECTION 02070 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.01 SUMMARY OF WORK A. THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: 1. STRUCTURAL REMOVALS 2. CUTTING OF EXISTING SLAB B. RELATED WORK SPECIFIED ELSEWHERE 1.02 SUBMITTALS A. SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO BUILDING MANAGEMENT FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. B. OCCUPANCY: CONDUCT SELECTIVE DEMOLITION WORK IN A MANNER THAT WILL MINIMIZE NEED FOR DISRUPTION OF NORMAL OPERATIONS IN THE BUILDING. PROVIDE A MINIMUM OF 24 HOURS' ADVANCE NOTICE TO THE BUILDING MANAGEMENT OF DEMOLITION ACTIVITIES WHICH WILL SEVERELY IMPACT BUILDING'S NORMAL OPERATIONS, CONSTRUCTION ACTIVITY OR OTHER TENANT MOVE -IN. C. CONDITION OF STRUCTURES: THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. D. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE SHORING, BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED AND ADJACENT FACILITIES OR WORK TO REMAIN. E. DAMAGE: PROMPTLY REPAIR DAMAGE CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK. F. UTILITY SERVICES: MAINTAIN AND KEEP IN SERVICE EXISTING UTILITIES INDICATED TO REMAIN. PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS OF EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. G. ENVIRONMENTAL CONTROLS: USE WATER SPRINKLING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO THE LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING. PART 2 - EXECUTION 2.01 INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH EXISTING CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT OR OF SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK; FILE WITH BUILDING MANAGEMENT PRIOR TO STARTING WORK. 2.02 DEMOLITION A. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS AS REQUIRED TO COMPLETE WORK INDICATED ON DRAWINGS IN ACCORDANCE WITH DEMOLITION SCHEDULE AND GOVERNING REGULATIONS. 1. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN USING POWER -DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER -DRIVEN IMPACT TOOLS. 2. LOCATE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE AND PROMPTLY REMOVE DEBRIS TO AVOID IMPOSING EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS OR FRAMING. 3. PROVIDE SERVICES FOR EFFECTIVE AIR AND WATER POLLUTION CONTROLS AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. B. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO BUILDING MANAGEMENT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM BUILDING MANAGEMENT REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY. 2.03 DISPOSAL OF DEMOLISHED MATERIALS REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. 2.04 CLEAN-UP AND REPAIR A. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION AND LEAVE INTERIOR AREAS BROOM CLEAN. B. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN REMAINING STRUCTURES AND SURFACES TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOLITION WORK. END OF SECTION 02070 SECTION 05500 - MISCELLANEOUS METALS PARTIGENERAL 1.01 SUMMARY OF WORK A. SCOPE WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS, AND ALL APPLICABLE LAWS OF THE PLACES WHERE THE WORK IS PERFORMED. PROVIDE MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, DELIVER AND INSTALL ALL WORK OF THIS SECTION AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND/OR AS REQUIRED BY JOB CONDITIONS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. ALL MISCELLANEOUS METALS IN ACCORDANCE WITH THE DRAWINGS, SCHEDULES, AND AS SPECIFIED HEREIN. B. WORK INCLUDED 1. STEEL SUPPORTS FOR EQUIPMENT AS REQUIRED FOR MECHANICAL AND ELECTRICAL TRADES. 2. METAL LOUVERS, REGISTERS AND GRILLES FOR INTERIOR VENTILATION IN GYPSUM BOARD, PLASTER AND CABINETWORK. 3. MISCELLANEOUS STEEL FRAMING AND SHAPES, SUCH AS ROLLED AND BENT PLATES, SLEEVES, CLIPS, BRACKETS, HANGERS, STRUTS, ANCHORS AND OTHER FASTENINGS AND SUPPORTS INDICATED ON DRAWINGS OR REQUIRED BUT NOT SPECIFICALLY MENTIONED TO BE PROVIDED AS PART OF THE WORK OF OTHER SECTIONS. 4. METAL ACCESS DOORS TO ALL PLUMBING SHUT-OFF VALVES, AND METAL ACCESS DOORS AS REQUIRED TO HVAC EQUIPMENT. 5. MISCELLANEOUS DECORATIVE METAL FRAMES, TRIM AND MOLDINGS CALLED OUT ON DRAWINGS OR OTHERWISE IMPLIED. C. RELATED WORK OF OTHER SECTIONS 1. ROUGH & FINISH CARPENTRY 06100 2. CABINETWORKIWOODWORK 06400 3. GLASS, GLAZING AND MIRROR 08800 4. GYPSUM DRYWALL 09250 5. MECHANICAL EQUIPMENT 15010 THRU 15900 6. ELECTRICAL EQUIPMENT 16010 THRU 16930 1.02 STANDARDS FOR MATERIALS AND INSTALLATION A. STANDARD PRODUCTS MEETING THE GENERAL REQUIREMENTS WILL BE ACCEPTABLE IF DETAILS OF CONSTRUCTION AND INSTALLATION ARE APPROVED BY THE ARCHITECT. SUPPLEMENTARY PARTS NECESSARY TO COMPLETE EACH ITEM SHALL BE INCLUDED, EVEN THOUGH SUCH PARTS ARE NOT DEFINITELY SHOWN OR SPECIFIED. ANCHORS, BRACKETS, PIPE SLEEVES, FOR SECURING METAL WORK TO THE ADJACENT CONSTRUCTION SHALL BE INCLUDED. B. METALS SHALL BE FREE FROM DEFECTS, IMPAIRING STRENGTH, DURABILITY, OR APPEARANCE, AND SHALL BE OF THE BEST COMMERCIAL QUALITY FOR PURPOSES SPECIFIED. ALL METALS SHALL BE NEW MATERIALS AND SHALL BE MADE WITH STRUCTURAL PROPERTIES TO SAFELY SUSTAIN OR WITHSTAND STRESSES AND STRAINS TO WHICH NORMALLY SUBJECTED. MEMBERS SHALL BE TRUE TO DETAILS, CLEAN AND STRAIGHT. CURVED WORK SHALL BE TRUE TO RADII AND WITH SMOOTH FINISHED SURFACES. C. GAUGES OF METALS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN ARE U.S. STANDARD FOR FERROUS METALS AND BROWN & SHARPE FOR NON-FERROUS METALS. WHERE NO THICKNESS OR GAUGE IS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN, ALUMINUM EXTRUSIONS SHALL BE NOT LESS THAN 1/8" THICK AND STEEL SHEETS NOT LESS THAN NO. 16 GAUGE. PART2-PRODUCTS 2.01 MATERIALS HALL CONFORM TO ASTM A572 STRUCTURAL SEC A. ALL STRUCTURAL STEEL SHAPES S OND STRUCTURAL STEEL SHAPES ELSEWHERE SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. B. STEEL SHEETS SHALL CONFORM TO ASTM A245. C. STEEL PLATES SHALL CONFORM TO ASTM A283. D. STEEL PIPE SHALL CONFORM TO ASTM A120. STEEL PIPE SHALL BE 1 1/4" I.D., GALVANIZED, OF APPROVED MANUFACTURER, UNIFORM IN QUALITY AND FREE FROM DEFECTS AFFECTING FUNCTION OR APPEARANCE. E. ALUMINUM EXTRUSIONS SHALL BE ALLOY NO.6063-T5 TEMPER, FINISHED AS SHOWN ON DRAWINGS. F. STAINLESS STEEL SHALL BE A.I.S.1. TYPE 302, FINISHED AS SHOWN ON DRAWINGS. G. RED BRASS, WHERE SPECIFICALLY CALLED OUT ON DRAWINGS, SHALL BE ALLOYED AS FOLLOWS: COPPER (CU) 85% ZINC (ZN) 15% LEAD (PB) .07% (MAXIMUM) IRON (FE) .05% LY ALLED OUT AS RED BRASS SHALL BE AS BE H. BRASS, EXCEPT WHERE SPECIFICAL C ST SUITED FOR THE APPLICATION, ALLOYED AS FOLLOWS: ARCHITECTURAL BRONZE MUNTZ METAL COPPER(CU)58% 60% ZINC (ZN) 38.75% 40% LEAD (PB) 0.20% IRON (FE)- 0.15% 2.02 GALVANIZING A. HOT -DIP GALVANIZING SHALL CONFORM TO ASTM A123. GALVANIZED COATING SHALL SUCCESSFULLY WITHSTAND THE PREECE TEST REFERRED TO IN THE STANDARD. B. ELECTRO -GALVANIZING, WHERE REQUIRED, SHALL CONFORM TO THE REQUIREMENTS FOR TYPE GA (0.0010 INCH -MIN. THICKNESS) OF ASTM A164. C. PAINT FOR SHOP PRIMING OF FERROUS METAL (OTHER THAN GALVANIZED OR CAST -ABRASIVE SURFACES) SHALL BE "NO.99 METAL PRIMER" AS MANUFACTURED BY THEMEC CO., INC., PITTSBURGH PLATE GLASS CO: S "MULTIPRIME' OR -SHERWIN WILLIAMS" "KEM-KROMIK PRIMER." 2.03 PAINTING A. ALL FERROUS METAL SURFACES (EXCEPT GALVANIZED STEEL) SHALL BE PRIMED AND GIVEN A SHOP COAT OF THE SPECIFIED PAINT. B. SURFACES WHICH WILL BE CONCEALED IN THE FINISHED CONSTRUCTION OR WILL NOT BE ACCESSIBLE TO FINISH PAINTING SHALL RECEIVE AN ADDITIONAL SHOP COAT OF THE SPECIFIED PAINT TO WHICH A SMALL AMOUNT OF TINTING HAS BEEN ADDED FOR COLOR DIFFERENTIATION. MARRED AND ABRADED SURFACES SHALL BE TOUCHED -UP WITH THE SPECIFIED PAINT AFTER ERECTION IN THE FIELD. C. BEFORE PAINTING, STEEL OR ICON SURFACES SHALL BE THOROUGHLY CLEANED WITH WIRE BRUSHES, OR OTHER PROPER AND EFFECTIVE MEANS, OF ALL LOOSE SCALE, FILLINGS, DIRT AND OTHER OBJECTIONABLE MATERIALS. GREASE SHALL BE REMOVED WITH GASOLINE, BENZINE OR OTHER VOLATILE CLEANER. PAINTING SHALL BE DONE IN DRY WEATHER OR UNDER COVER, AND STEEL OR IRON SURFACES SHALL BE FREE FROM MOISTURE OR FROST. NO MATERIALS SHALL BE DELIVERED UNTIL THE SHOP COAT HAS DRIED. D. PAINT SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS OF THE APPROVED MANUFACTURER. 2.04 ELECTROPLATING A. CHROMIUM (CR.) PLATE METAL ITEMS WHERE CALLED FOR ON DRAWINGS. SATIN OR POLISHED FINISH AS NOTED. B. COPPER (CU.) OR APPROVED ALTERNATE LIAISON METAL SUBSTRATE LAYER SHALL BE PLATED WHERE REQUIRED BETWEEN BASE METALS AND FINISH PLATE METALS. 2.05 DIPPED FINISHES SPECIAL DIPPED FINISHES WHERE NOTED ON DRAWINGS SHALL BE EITHER TOTALLY IMMERSED OR BRUSH APPLIED ACID, ALKALINE OR PIGMENT ON ITEMS, AS REQUIRED, THE RAG -WIPED TO ACHIEVE DESIRED FINISH. USE APPROPRIATE STOP - BATH SOLUTION TO HALT CHEMICAL ACTIVITY WHEN DESIRED FINISH/COLOR IS ACHIEVED, AS REQUIRED. SUBMIT APPLICATION PROCEDURE DESCRIPTION AND FINISHED SAMPLES (3) OF EACH FINISH TO ARCHITECT FOR APPROVAL BEFORE COMMENCING FINISHING. 2.06 SAMPLES SUBMIT REPRESENTATIVE SAMPLES OF ALL MISCELLANEOUS AND ORNAMENTAL METAL WORK FOR THE APPROVAL OF THE OWNER, INCLUDING THE REQUIRED TYPES OF GRILLES. 2.07 SHOP DRAWINGS SUBMIT SHOP DRAWINGS OF ALL MISCELLANEOUS AND ORNAMENTAL METAL WORK FOR THE APPROVAL OF THE OWNER. SHOP DRAWINGS SHALL SHOW IN DETAIL, MATERIALS, DIMENSIONS, THICKNESS, METHODS OF ASSEMBLY AND ATTACHMENT, RELATION TO ADJOINING WORK, AND ALL OTHER PERTINENT DATA AND INFORMATION. PART 3 - EXECUTION 3.01 FABRICATION -INSTALLATION ETAL WORK SHALL BE FABRICATED AND IN RNAMENTALM TA A. ALL MISCELLANEOUS AND O S LLED IN THOROUGH AND WORKMANLIKE MANNER BY SKILLED WORKMEN TO THE COMPLETE SATISFACTION OF THE OWNER. ALL VISIBLE JOINTS SHALL BE FULLY WELDED OR BRAZED, WHICHEVER IS APPROPRIATE, GROUND SMOOTH AND POLISHED. NO NICKS OR BURRS SHALL BE PERMITTED. B. THE CONTRACTOR SHALL EXAMINE THE CONTRACT DRAWINGS AND SPECIFICATIONS IN ORDER TO INSURE THE COMPLETENESS OF THE WORK REQUIRED UNDER THIS SECTION. SUPPLEMENTARY PARTS , NECESSARY TO COMPLETE ALL MISCELLANEOUS AND ORNAMENTAL METAL, THOUGH NOT DEFINITELY SHOWN ON DRAWINGS OR SPECIFIED HEREIN, SHALL BE INCLUDED. C. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND DIMENSIONS AT THE JOB SITE AND SHALL COOPERATE IN THE G OF ORK OF THIS SECTION WITH THE WORK OF RE COORDINATION AND SCHEDULIN W LATED TRADES (WITH PARTICULAR ATTENTION TO THE INSTALLATION OF ITEMS EMBEDDED IN MASONRY AND CONCRETE) SO AS NOT TO DELAY JOB PROGRESS. D. ALL EXPOSED JOINTS SHALL BE CLOSE -FITTING, AND ALL BOLTS AND SCREWS, WHERE EXPOSED, SHALL BE CUT OFF FLUSH WITH NUTS OR OTHER ADJACENT METAL. ALL CUTTING, DRILLING, PUNCHING AND TAPPING REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF OTHER WORK TO MISCELLANEOUS METAL WORK, EXCEPT WHERE SPECIFIED IN CONNECTION WITH WORK UNDER OTHER SECTIONS, SHALL BE PERFORMED AS REQUIRED. E. ALL METAL WORK BUILT-IN WITH CONCRETE OR MASONRY SHALL BE FORMED FOR ANCHORAGE, OR BE PROVIDED WITH SUITABLE ANCHORS, EXPANSION SHIELDS, OR OTHER ANCHORING DEVICES SHOWN ON DRAWINGS AS REQUIRED. SUCH METAL WORK SHALL BE FURNISHED IN AMPLE TIME FOR SETTING AND SECURING IN PLACE. F. UNLESS OTHERWISE SHOWN, ALL JOINTS SHALL BE AS STRONG AND RIGID AS ADJOINING SECTIONS. WELDING SHALL BE CONTINUOUS ALONG ENTIRE LINE OF CONTACT, EXCEPT WHERE SPOT WELDING IS INDICATED OR PERMITTED. WHERE EXPOSED, WELDS SHALL BE GROUND SMOOTH. WHERE BOLTED OR RIVETED CONNECTIONS ARE INDICATED, SUCH CONNECTIONS MAY BE WELDED AT THE CONTRACTOR'S OPTION. G. WHERE WELDING IS REQUIRED OR PERMITTED, IT SHALL CONFORM TO REQUIREMENTS FOR SHIELDED METAL ARC WELDING OR THE STANDARD CODE FOR ARC AND GAS WELDING OR THE AMERICAN WELDING SOCIETY. EXPOSED WELDS SHALL BE FLUSH AND GROUND SMOOTH. H. THREADED CONNECTIONS SHALL BE MADE UP TIGHT SO THAT THREADS ARE ENTIRELY CONCEALED. ABUTTING BARS SHALL BE SHOULDERED AND HEADED, DOWELED AND PINNED. SMALL BARS SHALL PASS THROUGH LARGER BARS AND BE PINNED. RIVET, BOLTS AND SCREW HEADS SHALL BE FLAT AND COUNTERSUNK IN EXPOSED WORK AND ELSEWHERE AS REQUIRED. REMOVABLE MEMBERS SHALL CAREFULLY MACHINED AND FITTED AND SECURED, BY MEANS OF SCREWS AND BOLTS OF PROPER SIZE AND APPROVED SPACING. 1. BOLTS, BRACKET, SLEEVES AND OTHER ITEMS EMBEDDED IN CONCRETE SHALL BE GALVANIZED. J. EXCEPT WHERE OTHERWISE SPECIFIED FOR A PARTICULAR ITEM OF WORK OR BUILT-IN WORK, METAL WORK SHALL BE FASTENED TO SOLID MASONRY WITH EXPANSION BOLTS OR WITH RAWL PLUGS AND TO HOLLOW BLOCK WITH TOGGLE BOLTS. FASTENING TO WOOD PLUGS OR BOLTS SHALL BE DRILLED TO THE EXACT DIAMETER OF THE PLUG OR BOLT, USING A ROTARY DRILL FOR CONCRETE AND MASONRY. SCREWS SHALL BE THREADED FULL LENGTH TO THE HEAD OF THE SCREW. K. EXPOSED FASTENINGS SHALL BE OF THE SAME MATERIAL, COLOR AND FINISH AS THE METAL TO WHICH APPLIED, UNLESS OTHERWISE NOTED. L. SHOP ASSEMBLIES SHALL BE IN THE LARGEST POSSIBLE SECTIONS IN ORDER TO REDUCE FIELD CONNECTIONS TO A MINIMUM. M. ALL EXPOSED INTERIOR AND EXTERIOR ORNAMENTAL METAL SURFACES SHALL BE THOROUGHLY CLEANED AFTER ERECTION AND BEFORE APPROVAL. DO NOT USE ALKALINE OR ABRASIVE AGENTS TO CLEAN WORK. TAKE EVERY PRECAUTION TO AVOID SCRATCHING OR MARRING METAL SURFACES. MATERIALS AND METHODS EMPLOYED IN THE CLEANING OPERATION SHALL BE AS RECOMMENDED BUY THE MANUFACTURER OF THE INSTALLED METAL. N. INSTALLED WORK WHICH DOES BECOME DAMAGED SHALL BE REPAIRED AND/OR REPLACED AS DIRECTED BY THE OWNER, AND AT NO ADDITIONAL COST TO THE OWNER. 3.02 DELIVERY AND STORAGE A. ALL MANUFACTURED MATERIALS, (EXCEPT LARGE ASSEMBLED UNITS), SHALL BE DELIVERED TO THE SITE IN ORIGINAL, UNOPENED CONTAINERS, CLEARLY INDICATING MANUFACTURER'S NAME, BRAND AND OTHER IDENTIFYING INFORMATION. B. MATERIAL SHALL BE STORED IN A DRY LOCATION AND IN SUCH MANNER AS TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. ALL MATERIALS WHICH, IN THE OPINION OF THE ARCHITECT, HAVE BECOME DAMAGED OR OTHERWISE UNFIT FOR USE DURING DELIVERY OR STORAGE SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 3.03 CLEANING AND PROTECTION A. UPON COMPLETION OF THE WORK, ALL UNUSED MATERIALS, CONTAINERS, EQUIPMENT, ETC., SHALL BE REMOVED FROM THE SITE. PROTECT ALL FLOORS, WALLS, AND OTHER ADJACENT SURFACES FROM STAINS, MARRING OR OTHER DAMAGE AND ALL SUCH DAMAGE SHALL BE REPAIRED AND ALL WORK AND ADJACENT SURFACES SHALL BE LEFT IN A CLEAN AND UNDAMAGED CONDITION. B. ALL COMPLETED WORK SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BY SUBSEQUENT BUILDING OPERATIONS AND EFFECTS OF WEATHER. PROTECTION SHALL BE MADE BY METHODS RECOMMENDED BY THE MANUFACTURER OR INSTALLED MATERIALS AND AS APPROVED BY THE ARCHITECT. 3.04 GUARANTEE THE CONTRACTOR FOR THE WORK OF THIS SECTION SHALL AND HEREBY DOES AS PART OF THE CONTRACT, GUARANTEE ALL BE FREE FROM DEFECTIVE MATERIALS W WO K INC U DUN R THIS SECTION TO O R L DE DE RKMANSHIP FOR A PE RIOD OF ONE AND ACCEPTANCE OF THE WORK BY THE OW YEAR FROM THE DATE OF COMPLETION NER, AND AGREES THAT HE WILL REPAIR OR REPLACE AT HIS OWN EXPENSE PROMPTLY UPON REQUEST, ALL DEFECTIVE PARTS OF DEFECTIVE OPERATION AND OTHER DEFECTS WHICH MAY APPEAR WITHIN THAT TIME. END OF SECTION 05500 ,,,��� runnprrrp .r J�� ASg�O P. Y U O .,\S..R .. G F* Q 3 No • STATE F O /NDtA P i. T ' ',,, b 4 P9 C Z O Z L) O Q C N y O J .J = J J m Q U 1 � 0 V >U > W CU Z cli OL M O cp W OR T- 0 CV � Z �j O I� cM O cfl U � � Li � x � m ~ O (' CA C/� Z �o LLJ Z M � � W 0 Q 6 m 1f Q .- m LLJ J W O M Z C M�OLJJI Lu�0H QU-Jw� P9 ® N M W 0 U O W qt U�c+�Q Q m W T- Z Q W I� it Q Q 0 Z �� I�Ji QU-Jw� m N W UM T- W z v- Q U I project no. 210780.03 drawn check by MC BP FULL SCALE (24X36): 1/8" = 1'-0" HALF-SIZE (12X18): 1/16" = V-0" (unless otherwise noted) sheet r• A 1 S ARCHITECTURAL SPECIFICATIONS 0 m N W I FULL SCALE (24X36): 1/8" = 1'-0" HALF-SIZE (12X18): 1/16" = V-0" (unless otherwise noted) sheet r• A 1 S ARCHITECTURAL SPECIFICATIONS