Document 7K62VnmM13xVLbRkM4pbvwGR

UCASB00206908 WV-17801 J* 4 DjiTE OP JUNE 27, 1957 j POE THE \ { CONSTRUCTION j OP THE __ ENGINEERING BUILDING NOJ 2000/, i FOif^ iEPAEKENTS 935, 936-AND 937 UNION CARBIDE CHEMICALS COMPANY A DIVISION OF UNION CARBIDE CORPORATION SOUTH CHARLESTON, WEST VIRGINIA J < i UCASB00206909 CARBIDE AMD CARBON CHEMICALS CORPORATION ENGINEERING OFFICE BUILDING #2000 SUBJECT DIVISION STRUCTURAL STEEL CLEARING, GRADING AND SITE DEVELOPMENT EXCAVATION . FOOTINGS AND FOUNDATION TOLLS CONCRETE, CEMENT, POURED GYPSUM AND BACKFILLING WORK MASONRY WORK MISCELLANEOUS METAL WORK ' DAMPPROOFING, AND CAULKING WORK ROUGH AND FINISH CARPENTRY ROOFING AND SHEET METAL WORK l ALUMINUM AND ORNAMENTAL WORK COMBINATION METAL BUCKS AND HOLLOW METAL DOORS METAL TOILET PARTITIONS MOVEABLE OFFICE PARTITIONS GLASS AND GLAZING VINYL ASBESTOS FLOOR TILE, RUBBER TILE, AND VINYL BASE THE, MARBLE AND TBRRAZZO WORK METAL FURRING, LATHING AND PLASTERING I II III IV V VI VII VIII IX X XI XII xm XIV XV XVI . XVH - xvnr- UCASB00206914 SUBJECT PAINTING FURNITURE AND FURNISHINGS PLUMBING AND DRAINAGE WORN HEAHNG, VENTILATING AND AIR CONDITIONING PIPE INSULATION ELECTRIC WORK DIVISION XXIII XXIV XXV XXVI XXVIII XXIX \! \ \ \ \ UCASB00206915 / FUH THE CONSTRUCT ICN CF EN3INEEFUNG BUILDING NUMBER 2000 FOR DEPARTMENTS NUOBER 935* 936, AND 937 CARBIDE AND CARBON CHEMICALS COMPANY A DIVISION CF UNION CARBIDE AND CARBON CORPCRAJICN SOUTH CHARLESTON, ,,'ST VlflGilNlA ALFRED FELLHUMER F.A,I.A. STEWARD wAJMER F.A,I.A. ARCHITECTS A'b E'01NEER3 * > -*1 * * * * * \ 155 EAST 42! STREET Mw YORK 17, NE,V YORK jMRCH 15, 1957 \. . .. . *: A,i > j- >, v ,, f '$ i .... . ,. . UCASB00206916 CAR8!D A'O CAR3CW CHEMICALS COMPANY Engineering Building No. 2000 Sooth Charleston* .Vest Virginia DIVISION u - Jeneral Conditio Page 2 or DIVISION 0 - 3NCfiAL CONDITIONS General Note The conditions listed in the Construction Contract (Form No. U. C. 10573) SHALL REFER TO AND 3E CONSIDERED AS APPLYING TO ALL SUO DIV | S'l OMS OF THESE specifications anj shall govern the Contractor and his subcontractors en gaged IN THE WORK |N ANY CASE WHERE THERE IS A CONFLICT BETWEEN THE PROVISIONS AND CONDITIONS OF THE CONSTRUCTION CONTRACT AND THE DRAWINGS* OR SPECIFICATIONS* OR BOTH* THE PROVISIONS AND CONDITIONS OF THE CONSTRUCTION Contract shall govern. Any discrepancy between the drawings and specifica tions shall be called to the attention of the Engineer and a ruling obtained IN writing before proceeding with the WORK. SECT I DM 0-01 - SCuPE CF .,CRK (a) These specifications* together with the drawings as listed In Section 0-37 are intended to provide for the construction of a fivestory Engineering ouilding, No. 2000* of structural steel and con crete construction* with poured GYPSUM and concrete roof slabs* lo cated at South Charleston* rest Virginia* and unless otherwise specified herein* it shall include all labor* transportation* materials* apparatus* fuel* electric and other energy, light* scaffold ing, hoisting, insurance* TAKES and all OTHER items necessary for the ENTIRE AND PROPER COMPLETION OF THE aUJ LDING AND ADJOINING WORK. {b) All WORK SHALL be constructed IN the best AND MOST workmanlike man ner, SO A3 TO PRODUCE THE COMPLETED STRUCTURE AND EVERYTHING PROPERLY INCIDENT THERETO* AS SHOWN ON THE DRAWINGS* STATED IN THE SPECIF|CATIONS OR REASONABLY IMPLIED THEREFROM, ALL IN ACCORDANCE' with the Contract documents. (c) The following items of work are not included in this Contract! 1. Furnishing and erection of structural steel work* specified under Civ is ion 1* 2, Clearing* grading and site development work* specified under Division II. 3* cxcavation work* specified under Division III. 4-. Concrete footings and foundation walls* including concrete COLUMNS AND RIERS,- SPEC IFIED UNDER DIVISION IV. NOTE* The Contractor shall consult these Divisions of, the specifications to acquaint himself-with the work that is included therein. Failure of the Contractor to consult these'.Di vis ions of the-specif i cati ons to determine T,HE'AMOuViT. AND, EXTENT OF WORK COVERED SHALL BE HIS RESPONSIBILITY AND NO ALLOV/ANCE WILL BE MADE SUBSEQUENTLY IN THIS, CONNECTION IN BEHALF. OF the Contractor* for any error or negligence on his part to so inform himSELF ' . UCASB00206917 CARBIDE AND'CARBON CHEMICALS COMPANY Engineering Building* No. 2000 South Charleston* V/est Virginia DIVISION 0 - General ConditionsPage 3 of 39 SECTION 0-02 - DEFINITIONS (a) wherever the words defined in this Section or pronouns used in their STEAD OCCUR IN THESE SPECIFICATIONS* THEY SHALL HAVE THE MEANINGS HERE GIVEN,' WHEREVER IN THESE SPEC IFI CA T| ONS WORDS ARE USED IN THE SINGULAR FORM* THEY SHALL HAVE PLURAL MEANINGS WHERE APPLICABLE. 1. The word "Owner'* refers to the party or parties* or their duly AUTHORIZED REPRESENTATIVES* FOR WHOM THE WORK IS BEING ACCOM PLISHED and whose name appears on the Contract Documents. r 2. The word ''Engineer" refers to the Owner's Asbodia'E Engineer. 3. The word "Contractor" shall mean and apply equally to The Con tractor whose signature appears on the Contract Documents and/or his subcontractors. 4. The word "Work" shall be held to* include labor or material* or both. 5. The words ''Building*" "Structure*" "Project*" or words of similar import shall refer to and mean collectively the building or STRUCTURE AMD ALL WORK OUTSIDE OF THE BUILDING PROPER AS CALLED for by the-Contract drawings or mentioned in these specifications. 6. The words "Concealed dork" shall mean all work embedded in masonry* floors or other construction* all work behind wall or OTHER FURRING* ABOVE HUNG CEILINGS* UNDER FLOORS ON GROUND* IN TRENCHES* OR UNDERGROUND. 7. The word "Exposed" shall mean not concealed nor installed under ground as defined above. 8. The word "Piping" shall mean pipe* fittings* valves* hangers* TRAPS* DRAINS* AND ALL OTHER ITEMS NECESSARY OR REQUIRED IN CON NECTION WITH OR RELATING TO PIPING. 9. The words'"Approved" or "Approval" as used in these specifica tions SIGNIFY THAT THE ENGINEER MUST BE CONSULTED AS TO THE SOURCE FROM WHIQH THE MATERIAL OR EQUIPMENT IS TO 8E PURCHASED* AS WELL AS ITS GENERAL QUALITY* CONSTRUCTION AND DURABILITY* BUT SUCH APPROVAL SHALL NOT BE HELD TO MEAN THE ACCEPTANCE OF THE MATERIAL FURNISHED IF SAME SHOULD PROVE TO BE DEFECTIVE. . 10. .11 The word "Provide" shaLl mean/JhaTv'the Contractor shall furnish* INSTALL AND CONNECT UP; COMPLETEji/.IN'aN OPERATIVE CONDITION AND* USE* ALL' .MATERIALS* EQUIPMENT* APPARATUS AND REQUIRED APPURTEIRv. ances of the'. parTi cULar ' 1 tem to/wMi'ch 'if HAS. reference.- Y , - ; ' ; ' !r. The word "Direc-Yed" shall mean in accordance with instruction^ . ' OR DIRECT/ONSi'-'Gl*VEN 8Y THE ENGINEER.", , / ' tr"' <h' UCAS B00206918 / CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building# No. 2000 South Charleston# West Virginia DIVISION 0 * General Conditions Page A or 39 12. The letters A.I.5*0- shall mean American Institute of Steel Construction. 13. The letters A.S.T.M. shall mean American Society for Testing Materials. 14. The LETTER3 A.c.I. SHALL MEAN AMERICAN CONCRETE INSTITUTE. 15. The words "Equal#" '`Necessary#" "Required," "Satisfactory" or "Prop<r" shall mean equal# necessary# required# satisfactory or PROPER IN THE OPINION OF THE ENGINEER WHEN APPLI0A9LE TO WORK CALLED FOR OR INDICATED ON THE CONTRACT DRAWINGS OR SPECIFICA TIONS. 16. The word "Site" shall mean that area upon# or in which# the CONSTRUCTION. OPERATIONS ARE CARRIED ON# TOGETHER WITH SUCH AREAS ADJACENT THERETO# AS MAY BE DESIGNATED FOR THE CONTRACTOR'S USE 3Y THE ENGINEER. 17* The word "Drawings" shall mean those drawings listed'in the SPECIFICATIONS# OR IN ANY ADDENDUM OR ANY DETAILED DRAWINGS PERTAINING OR SUPPLEMENTAL THERETO. ' 18. The words "Shop Drawings" shall mean complete assembly# setting AND DETAIL DRAWINGS AND SHALL INCLUDE CATALOGUES# CUTS#, SCHEDULES# PAMPBLET3> ETC.#* TO BE SU8MITTED TO THE ENGINEER BY THE CONTRACTOR FOR APPROVAL. 19r The words "Complete#" "Completed#" or "Completion" shall mean FULL AND EXACT COMPLIANCE AND CONFORMITY WITH THE PROVISIONS AND REQUIREMENTS EXPRESSED OR IMPLIED IN THESE SPECIFICATIONS AND THE DRAWINGS ACCOMPANYING AND FORMING A PART OF SAME. SECTION 003 - APPLICATION (a) These General Conditions of the specifications shall be held to ap ply TO EVERY trade ENGAGED IN THE WORK AND MUST BE CAREFULLY READ AND COMPLIED WITH BY THE CONTRACTOR AMD ALL SUBCONTRACTORS. SECTION 004 - COUPLET!CN DATE (a) All work under this contract must be entirely completed and the BUILDING TENDERED TO THE OWNER# READY FOR OCCUPANCY# AT THE DATE stipulated in the contraot. The Contractor will ae held to have INCLUDED IN HIS CONTRAOT PRICE EACH AND EVERY ITEM OF COST OR EX PENSE OF WHATEVER KIND, INCLUDING OVERTIME WORK# THAT MAY BE REQUIRED TO MEET THE COMPLETION DATE AS 8TATED IN Hl3 CONTRAOT. SECTION 005 - EXAMINATION OF SITE AND CONTROLLING CONDITIONS (a) The Contractor shall inspect and carefully examine the site and ac quaint HIMSELF with ALL EXISTING CONDITIONS THAT MAY IN ANY WAY AF FECT THE CARRYING OUT OF THE WORK. UCASB00206919 CAP8lD AND CARBON ChA->AU\I:S -CWr-ANV Engineering Buildinq.No. 200t South Charleston* hest ^irgjuia I^tflSIcN -j - General Conditions Page 5 of 39 (&} The Contractor will ae held to rave included in his Contract price ALL ITEM3 or Cost* WHETHER LABvR. materials* or other related or relevant cost items, as required to deliver to the Owner the com pleted BUILDING. READY FOR USE* IN CONFORMANCE WITH THE REQUIREMENTS of the contract plans, specifications or other Contract Documents. Mo allowance WILL 8E made subsequently in this connection in behalf of the Contractor for any error or negligence on his part. (c) The Contractor 3Hall expressly be bound that he and his subcontractors. WORKMEN. AND EMPLOYEES OR TRUCKS SHALL NOT TRESPASS OR USE ANY OTHER PORTION OF THE OWNER* 3 PROPERTY OR walkways, roads. OR 8UILDINGSI AND THEY SHALL BE HELD STRICTLY RESPONSIBLE AND ACCOUNTABLE FOR ANY DAMAGE DUE TO THEIR LACK OF OBSERVANCE OF THIS PROVISION. (d) The Contractor may use only such roadways as the Engineer may direct. (e) Upon the satisfactory completion and acceptance or all *jork under THIS CONTRACT, THE CONTRACTOR SHALL REPAIR AND CLEAN ADJACENT PROPERTY DAMAGED DUE TO THE CONSTRUCTION OPERATIONS. ALL A3 DIRECTED BY THE Engineer. TECTICN 0-06 - CONTRACT ChAWlNSS AMD SPECIFICATIONS U) Scope uf Drawings and Spec in cations. The draviings and specifica tions SHALL BE CONSIDERED AS TIXING THE GENERAL CHARACTER AND extent of the work. Parts not detailed shall be constructed in the CUSTOMARt MaNNE FOR THAT CLASS uf WORK. SO AS TO MAINTAIN THE strength a,jo complete the parts hey compose. 1. Te drawings governing the contract ARE LISTED IN SECTION 0-37 OF THE SPECIFICATIONS. 2. The various Divisions of the specifications as listed in Sec tion Ia-36 SHALL BE CONSIDERED A3 GIVEN FOR THE CONVENIENCE OF REFERENCE ONLY. AND SHALL 8E CONSTRUED IN THEIR ENTIRETY AS COVERING THE GENERAL REQUIREMENTS OF ALL WORK UNDER THE CONTRACT AS TO PROCEDURE. WORKMANSHIP AND MATERIALS. 3. THE ARRANGEMENT OF THE DIVISIONS OF ThE SPECfF(CAT IONS AND THE SECTIONS THEREUNDER SHALL NOT BE HELD TO CONFORM TO THE JURIS DICTIONAL RULES WHICH MAY PREVAIL IN ANY PARTICULAR TRADE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN SUBCON TRACTING ANY PORTION OF H3 WORK, TO SO ARRANGE OR GROUP THE ITEMS OF WORK UNDER ANY PARTICULAR TRADE TO CONFORM WITH THE THEN PREVAILING0U3TOMB OF THAT TRADE, INDEPENDENT OF THE PARTICULAR. POSITION OF SUCH ITEMS IN THE DIVISIONS OR SEOTIONS OF THE SPECJFIOATIONSq (b) Dimensions. inhere dimensions or other information ia lacking in THE SPECIFICATIONS OR ON THE DRAWINGS, OR CONFLICTI0N3 OCCUR. THE CONTRAOTOR 3HALL NOT SCALE THE-DRAWING8 OR PROCEED WITH THE WORK AFFEOTED. BUT SHALL FIRST APPLY TO THE ENGINEER WHO WILL FURNI3H THE NECESSARY INFORMATION. UCASB00206920 CARBIDE AND CARBON CHEMICALS COMPANY Engineering 8uilding No* 2000 South Charleston* iYebt Virginia DIVISION 0 - General Conditions Page 6 or 39 (c) Repetition! vYhere only parts or the work are indicated on drawing#* the balance 9hall be considered a repetition* and where any detail 19 3TARTED UPON A DRAWING IT SHALL* IN THE CONSTRUCTION* BE CARRIED THE TULL LENGTH or THE PART and SIMILAR PARTS THAT IT DETAILS. (d) Relation or Plans and $peoifications> The specifications are in tended TO COMPLEMENT THE PLANS AND THEREFORE IT WILL NOT BE THE PRO VINCE OF THE SPECIFICATIONS TO DESCRIBE OR NECESSARILY INCLUDE ANY PORTION OF THE CONSTRUCTION WHICH THE DRAWINGS ARE COMPETENT TO SHOW AND EXPLAIN. (e) Copies or Drawings Furnished! The Engineer will furnish all scale AND DETAIL DRAWINGS SHOWING THE GENERAL DESIGN AND ARRANGEMENT OF THE VARIOUS PARTS OF THE WORK. IGHT COPIES OF PRINTS OF SCALE AND DETAIL DRAWINGS (ALSO ONE SET OF DRAWINGS FOR RECORD -- SEE SECTION 019)* TOGETHER WITH EIGHT COMPLETE SETS OF SPEC IF J CATION3* WILL BE FURNI SHED TO THE CONTRACTOR 8Y THE ENGINEER. ANY ADDITIONAL SETS WILL BE PROVIDED AT THE COST OF DUPLICATION OF SAME. (f) Voided Drawings! The Contractor shall be required to receipt for COPIES OF REVISED DRAWINGS AMD SHALL THEREAFTER BE RESPONSIBLE FOR ERRORS MADE IN USING SUPERSEDED DRAWINGS. (g) Contractors Claimi If, in the execution of the work* the Contractor BELIEVES THAT THE DETAIL DRAWINGS HE RECEIVED SUBSEQUENT TO THE SIGN ING OF THE CONTRACT REQUIRE MORE WORK THAN CONTEMPLATED IN THE DRAW INGS UPON WHICH HE BASED HIS CONTRACT HE MUST MAKE ALL CLAIMS FOR ADDITIONAL ALLOWANCE THEREON WITHIN TWO WEEKS AFTER RECEIVING THE DRAWINGS* OR BEFORE THE EXECUTION OF THE WORK* WHICHEVER IS FIRST* OR LOSE ALL RIGHT TO MAKE SUCH CLAIMS AT ANY SUBSEQUENT TIME. (h) Measurements* To insure the proper execution of his subsequent work the Contractor shall take field measurements and he shall be held re sponsible FOR THE CORRECTNESS OF FIT OF HIS WORK. HE SHALL PROMPTLY REPORT TO THE ENGINEER ANY DI8CREPANOIES WITH THE EXI3TING WORK AND THE RELATED WORK SHOWN ON THE DRAWINGS. 1. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BECAUSE OF MINOR DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS IN DICATED ON THE CONTRACT DRAWINGS. SECT 1 CM 0-07 - Ci^OBACTgBVS XAMlNAtl_Qtj IE (a) The Contractor will be held to have carefully examined the Contraot Documents before submitting hib bid* and to have applied to the Engineer* in writing* for an interpretation or correction of every APPARENT-AMBIGUITY* INCONSISTENCY Oft ERRO^ FOUND THEREIN* IF ANY* AND ANY 3UCH INTERPRETATION OR CORRECTION'OF ANY AMBIGUITY* INCON SISTENCY OR ERROR TO HAVE BEEN ISSUED BY ]THE ENGINEER IN THE FORM of an Addendum and made a part of the Contract Documents. (b) In event the Contractor* prior to the submission of his bid* Has FAILED TO APPLY TO THE ENGINEER*;IN WRITING* FOR THE CLARIFICATION OF ANY APPARENT AMBIGUITY* INCONSISTENCY OR ERROR IN THE DoNTRACt ^. UCASB00206921 CAR8IDE AND CARBON CHEMICALS COMPANY Engineering Building* No* 2000 South Charleston* west Virginia DIVISION 0 - General Conditions Page 7 of 39 Documents* if later found* he will be held to accept the Engineer's SUBSEQUENT INTERPRETATION OF SUCH AMBIGUITY, INCONSISTENCY OR ERROR, AND SUOH INTERPRETATION OR DIRECTION BY THE ENGINEER WILL BE HELD AS CONCLUSIVE AND BINDING. SECTION 0-08 - CHANGES IN CONTRACT PRICE (a) Oral Instructions - The Owner will not be responsible in any way FOR ORAL ANSWERS OR INSTRUCTIONS TO ANY INQUIRIES REGARDING THE INTENT AND MEANING OF THE CONTRACT DRAWINGS OR SPECIFICATIONS THAT MAY EFFECT 0HANGE3 IN THE CONTRACT PRICE* UNLESS CONFIRMED IN WRIT ING by the Engineer* (b) No charge for extra work will be valid* except it be ordered in writ ing by the Engineer in conformance with the terms of the Contract Agreement. (c) If the Engineer deems it inexpedient to correct work injured or not DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS* AN EQUITABLE DEDUCTION FROM THE CONTRACT PRICE* ACCEPTABLE 70 THE ENGINEER* SHALL BE THERE FORE MADE by the Contractor. SECTION 0-09 - SUUM-F<ft (a) Conditions Precedent to Recovery* 1. The Owner may authorize work entailing extra cost in accordance with the terms of the Construction Contraot. 2. In event the Contractor claims or will claim that any instruc tions* orders or directions (not, however, interpretations whioh ARE GOVERNED BY SECTION 0-07) OF THE ENGINEER OR THE OWNER* IN VOLVES EXTRA WORK ENTAILING EXTRA COST, HE SHALL WITHIN FIVE (5) DAYS AFTER THE RECEIPT or SUCH INSTRUCTIONS* ORDERS OR DIREC TIONS, AND IN ANY EVENT BEFORE PROCEEDING TO EXECUTE THE WORK* give the Engineer or Owner written notice of his intention to MAKE A CLAIM FOR EXTRA COMPENSATION. SUCH NOTICE IS NOT REQUIRED WHERE PREVIOUS WRITTEN AUTHORIZATION FOR AGREED UPON EXTRA COST WORK HA8 BEEN ISSUED. 3. The Contractor shall state in the notice the amount and character OF THE WORK WHICH HE DEEMS SHOULD BE TREATED AS EXTRA WORK AND H13 REASONS THEREFOR. 4* Claims submitted by the Contractor for extra work done by his OWN FORCES MUST BE AOOOMPANI ED.BY A DETAILED OOST BREAKDOWN TO FACILITATE OHEOK |NG BY THE IlNBlNEER* AND CLAIMS FOR EXTRA WORK DONE BY HiS SUBCONTRACTORS SHALL BE ACOOMPANI ED BY A SIMILAR COST BREAKDOWN* BEARING TH CERTIFICATION OF THE CONTRACTOR that he has checked and found same correct and reasonable* (a) Compliance with such demand shall be a condition precedent to the SETTLEMENT*OF ANY CLAIM OR THE RIGHT TO REQUEST ARBITRATION. t i / UCAS B00206922 CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building* No. 2000 South charleston. West Virginia DIVISION 0 - General Conditions Page 11 or 39 SECTION 017 - PROGRESS AND ORDER Cf WORK (a) All work shall be performed in such order and ay such methods as WILL PRODUCE THE BEST WORKMANSHIP, ECONOMY AND SPEED. (b) The Owner shall have the option without giving the Contractor the RIGHT TO ANY EXTRA COMPENSATION, AT ANY TIME WHEN, IN THE JUDGMENT of the Owner, the work is not proceeding in accordance with the PROPER RATE OF PROGRESS, TO REQUIRE THE CONTRACTOR TO TAKE SUCH MEASURES OR ADOPT SUCH METHODS AS MAY BE NECESSARY IN THE Owner's OPINION TO OBTAIN AND MAINTAIN SATISFACTORY PROGRESS. (c) The FAILURE OF THE OWNER TO DEMAND THAT THE CONTRACTOR' ADOPT SUCH MEASURES SHALL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATION TO SECURE THE RATE OF PROGRESS NECESSARY TO COMPLETE THE WORK WITHIN THE TIME REQUIRED'IN THE CONTRACT. SECTION 0-13 - DBAkYI.W&-TQ BE F URN I SUED. ..BY THE OCNTPACTCR (a) Shop Drawings 1. 8EF0RE PROCEEDING WITH THE FABRICATION OF MATERIALS OR EQUIPMENT REQUIRING 3H0P DRAWINGS, THE CONTRACTOR SHALL PREPARE AMD SUBMIT COMPLETE ASSEMBLY, SETTING AND DETAIL DRAWINGS, GIVING ALL IN FORMATION NEOESSARY FOR INSTALLATION OF SUOH EQUIPMENT AMD MATE RIAL AND FOR DEMONSTRATING THAT IT COMPLl3 WITH THE SPECIFICA TIONS. 2. Shop drawings shall be made in a manner to give clear, permanent REPRODUCTIONS, IN EITHER BLUE OR BLACK LINE PRINTS ON WHITE PAPER OR INK TRACINGS IF NECESSARY* DRAWINGS SHALL BE IDENTIFIED BY SERIAL NUMBERS AND DE3CRIPTIVE TITLE3 INDICATING THEIR APPLICA TION TO THE CONTRACT, AND SHALL BE SIGNED BY A RESPONSIBLE REPRE SENTATIVE OF THE CONTRAOTOR. 3- Drawings shall be drawn to the following or a larger scale. (a-a) Plans and sections! 1/4 inch scale. (b-b) Details* 3A inch scale. 4* . Prints of each drawing shall be submitted in quadruplicate to the Engineer for approval and In such sequence that the Engineer WILL HAVE ALL INFORMATION NEOESSARY FOR CHECKING. 5 Prior to the delivery of prefabricated materials or equipment, DRAWINGS, SPECIFICATIONS, CATALOGUES, ETC., SHALL ALSO BE SUB MITTED for approval as outlined above* 6, The Engineer will, within a reasonable time after receipt of PRINTS OF DRAWINGS FOR APPROVAL, FORWARD ONE COPY TO THE CON TRACTOR marked "Approved," "Approved with Corrections as Noted," or "Returned for Correction." V* \ J. UCASB00206926 CARBIDE AND CAR8CN CHEMICALS COMPANY Engineering Building, No* 2000 South Charleston* West Virginia DIVISION 0 - General Conditions Page 12 or 39 (a-a) The Contractor shall make necessary corrections and re visions ON DRAWINGS MARKED "APPROVED WITH CORRECTIONS A3 Noted" or "Returned for Correction" and shall resubmit PRINTS FOR APPROVAL IN THE SAME ROUTINE AS BEFORE. TIME REQUIRED FOR SUCH REVISION AND RESUBMI S31 ON WILL NOT EN TITLE the Contractor to any extension of time* but the Engineer will examine and return such prints as promptly A3 POSSIBLE. 7. Any work done, material ordered or delivered by the Contractor PRIOR TO THE RECEIPT OF DRAWINGS, MARKED "APPROVED WITH CORREC TIONS as Noted," or "Approved," shall be at the Contractor's risk. When the corrections have been made on shop drawings marked "Approved with Corrections as noted," such drawings may BE USED FOR FABRICATION UNLESS SPECIFICALLY 3TATED OTHERWISE BY the Engineer* (a-a) < Approval of shop drawings shall not relieve the Contractor OF RESPONSIBILITY FOR THE CORRECTNESS OF THE DRAW ING3 FURNISHED BY HIM. In EVENT THAT DEVIATIONS, CHANGES OR SUBSTITUTIONS ARE MADE IN tHE SHOP.DRAW INGS FROM .THE RE QUIREMENTS OF THE CONTRACT DRAWINGS OR 3PEC.IF I CATI ONS, THE3E CHANGE8 MUST BE BROUGHT TO THE ATTENTION OF THE Engineer in writing and also identified on the^hop draw ings AND CLEARLY NOTED. FAILURE TO COMPLY WITH THIS PRO VISION WILL SUBJECT THE CONTRACTOR OR SUBCONTRACTORS TO THE POSSIBILITY OF REMOVING AND REPLACING ANY WORK FOUND NOT, IN ACCORDANCE WITH THE OONTRACT DOCUMENT'S! EVEN THOUGH SHOWN ON APPROVED SHOP DRAWINGS* S. |F ADDITIONAL C0PIE3 OF SHOP DRAWINGS ARE REQUIRED BY THE ENGINEER, THEY SHALL BE FURNISHED BY THE CONTRACTOR WITHOUT ADDITIONAL COST. 9. IF, AT ANY TIME BEFORE THE COMPLETION OF THE WORK, CHANGES ARE MADE NECESSITATING THE REVISION OF APPROVED DRAWINGS, THE CON TRACTOR SHALL MAKE SUCH REVISIONS AND PROCEED IN THE SAME ROUTINE AS FOR THE ORIGINAL APPROVAL. 10. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO the Owner serial numbers of all pieces of equipment installed, PERFORMANCE CURVES AND OPERATING DATA FOR ALL EQUIPMENT AND MOTOR NUMBERS AND CHARACTERISTICS FOR ALL MOTORS. anticipated field and job conditions,.as approved by the Engineer, it is essential that oareful day by day record be kept by the Con tractor OF SUCH CHANGES, IN ORDER THAT THEY MAY FINALLY BE INCOR PORATED IN A SET OF REVISED DRAWINGS FOR THE OWNER'S REFERENCE, 8H0WING THE STRUCTURE AS ACTUALLY BUILT. THESE DRAWINGS ARE FOR THE PURPOSE OF MAINTENANCE'AND OPERATION OF THE BUILDING AFTER ITS COM PLETION AND OCOUPANOY AND FOR PLANNING FUTURE. 0HANGE9 OR INSTALLA TIONS. UCASB00206927 CARBIDE AW CARBON CHEMICALS COMPANY Engineering Building* No. 2000 South Charleston* West Virginia DIVISION 0 - General Conditions Page 13 or 39 1. The Owner will furnish the Contractor with a complete set of contract plans* which he shall keep in good condition at the site* for the sole purpose of recording on same all authorized changes in the CONSTRUCTION AND mechanical work. 2. All information on these drawings* including that for mechanical WORK* SHALL 8E DRAWN TO SCALE AND IS TO BE REFERENCED BY MEASURE MENTS AND ELEVATIONS TO SOME FIXED VISIBLE POINT AND THE CON TRACTOR SHALL BE HELD RESPONSIBLE THAT THIS SET OF RECORD PLANS IS KEPT UP TO DATE AT THE SITE BY HIM AND THAT THEY SHALL BE CONSTANTLY AVAILABLE FOR THE INSPECTION OF THE ENGINEER. 3. In event that any such changes are found difficult to record ON THE CONTRACT DRAWINGS* THEY MAY BE SHOWN ON SEPARATE SHEETS WITH OROS3 REFERENCE TO THE PARTICULAR CONTRACT DRAWINGS TO WHICH THEY MAY APPLY. 4. THE COMPLETION OF THE WORK AND AT THE EXPENSE OF THE CON TRACTOR* A COMPLETE SET OF RECORD DRAWINGS SHALL BE PREPARED SHOWING ALL WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE NEATLY DRAWN IN PENCIL ON TRACING OLOTH CONFORMING IN SIIE* SCALE AND LETTERING WITH THE CONTRACT DRAWINGS- 5. The original j&loxh tra,c i ngs t.ogembr with two blue .QN-jmu.E PRINT8-3HALL BE DELIVERED TO THE 0NER_BEFORE FINAL ACCEPTANCE 'and"payment"'for the work will'be made to the Contractor under HIS CONTRACT. CORRECTED PHOTO-LITHOS OF THE CONTRACT DRAWINGS WILL NOT BE ACCEPTED IN LIEU OF THE ABOVE. SECTlCM 020 - ITEMS CF SPECIAL MAKE (a) .VHEREVER AN ITEM is SPECIFIED BY NAME* TRADE-MARK* CATALOGUE NUMBER OR THE MAKER MENTIONED* SUCH REFERENCE SHALL BE CONSIDERED AS ESTAB LISHING A STANDARD FOR THE ARTICLE REQUIRED. EQUAL PRODUCT OF OTHER MAKE MAY BE SUBSTITUTED UPON THE WRITTEN PERMISSION OF THE ENGINEER SECURED IN ADVANCE. ARTICLES OTHER THAN THOSE SPECIFIED* BROUGHT TO THE WORK WITHOUT SUCH .WRITTEN APPROVAL* WILL NOT BE ACCEPTED. (b) NO CHANGE SHALL BE MADE IN THE MATERIALS AND PRODUCTS SPECIFIED PRIOR TO THE RECEIPT OF BIDS* EXCEPT AS MAY BE STATED IN ADDENDA OF PRIOR ISSUE. (c) After the contract has been awarded* should the Contraotor then de sire TO USE 80ME MATERiAL OR PRODUCT OTHER THAN THAT SPECIFIED, HE shall first make apelliiaTjlqn.~i.h--wriJ.1.N9-To the Engineer naming THE PRIoe DIFFERENTIAL (if any) and* if REQUIRED* GIVE FULL A33UR- ` ANCE AND' PROor~THAT SUCH MATgRJ AL PR PRODUCT IS^ EQUAL TO THAT" ' '> , SPECIFIED. (d) In event the Engineer approves the use of such material or produot ' T_ AND IT SHOULD COST LESS THAN THAT.8PE0IFIED, THE CONTRAOTOR SHALL GIVE AN ADEQUATE CREDIT* AS APPROVED BY THE ENGINEER* FOR THE OALOULATED COST DIFFERENTIAL. .< UCASB00206928 \' / r> * CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building No. 2000 South Charleston, West Virginia Div. V - Concrete, Cement, Gypsu and Backfilling Y/ork Page 1 of 1 i DIVISION V - CQNCBEIE. CENEOTJ3YP$UM, AND BACKFILL INS WORK General Note - The "General Conditions" - Division 0 - shall refer to and 8e OONSIDERED A8 APPLY ING TO ALL SUBDIVISIONS OF THE SPEOIF I OAT?0N8 AND GOVERNI the Contractor in the work. SECTION V-01 - SCOPE OF WORK The work under this Division covers all lasor, materials and equipment NE0E83ARY OR REQUIRED TO PROVIDE AND FULLY OOMPLETE ALL THE OONORETE, CEMENT, GYPSUM, AND BACKFILLING WORK AND RELATED ITEMS AS SHOWN ON THE Contraot Drawings and as herein specified; exoept for items listed in PARAGRAPH -02 HEREIN. IlMP-gC SifflK - For the convenience of the Contractor, the major items of work are LISTED A8 FOLLOWS! ITEM8 NOT LISTED, BUT CALLED FOR BY THE PLANS ANd/of SPEOIFI OAT 10N8, ARE NOT HEREBY ELIMINATED BY REASON OF SUCH OMISSION ANr SHALL BE PROVIDED BY JHIS CONTRACTOR. A. All reinforoed and plain ooncrete (except for work listed inDivisic IV), INCLUDING BUT NOT LIMITED TO WALLS, COLUMNS, SEAMS, FLOORS, AND FLOOR SLABS, SIDEWALKS, CUR88, AND STEPS, REAR ENTRANOE STAIRS, PLATFORMS, COPINGS, OONCRETE FIREPROOFING OF STEEL, OURBS, CEMENT WORK, ARHAWAY WALLS AND FLOORS FOR AREAWAY8 A, B, C, AND D, AND ROO 8LAS OVER EXTENDED GROUND FLOOR. 8. .All STEEL AND WIRE REINFORCEMENT, INCLUDING DOWELS, 0HARI3 AND SPACERS. C. All FORMS, STOPS and screeds FOR OONCRETE or cement work. D. All porous fill for slabs on ground* including thermal insulation. E. All ground seal under floors on ground. F. All concrete floor slabs on ground. G* All pourSd-|n plaoe gypsum roof slabs where shown, including bulb . tee purlins, H All cement basei cement stools, and oement fill eor mat sinkages. I. All colored oement finish for stair treads and platforms of pan type STAIRS. J. Furnishing and installing all zino metal corrugated W4LL ties em bedded IN CONCRETE OR FIREPROOF ING FOR ANCHORING MASOfW^Y WORK. UCASB00206996 CARBIDE and C ARSON CHEMICALS COPANY Engineering Building No. 2000 ' South Charleston, West Virginia , Drv. V - Concrete, Cement, Gypsum, and Backfilling Work Page 2 of 18 K. Anchor bolts for loading platform bumper. L. Cement mortar protection over membrane waterproofing. M. Cinder concrete filland finish for steps in meeting room. N. All fireproofing of steel beams. O. Furnish and install nonslip nosings for treads and platforms of concrete stairs and steps, also for treads and landings of pan type 3TAIRS* P. Metal form for floor slab of projection booth. Q. All testing of concrete. R. All backfilling of footings, foundation walls, steps, elevator pits, etc., including removal of any sheet piling and bracing. S. 3UILDING-IN WORK OF OTHER TRADES. T. All outting and patching of concrete: and cement work, including patohing of holes in walls for sheet piling bracing. U. All rubbing and finishing of all exposed concrete. V. All protection of concrete and cement work, including hot weather or cold weather protect ion. W. All <3thsr labor and materials customarily needed to make the work UNDER THIS SPECIFICATION COMPLETE. SECTION V-02 - WORK OF.OTHER TRACES (a) The following items of work are called for under other Divisions of THE'SPEC IF I OAT IONS TO 8E FURNISHED ANd/or INSTALLED AS A PART OF THE WORK OF OTHER TRADES* 1. Structural steel. Division i. 2. Clearing, grading and site development work, Division II. 3. Excavation for footings and foundation walls, Division III. 4. Excavation and backfilling for sprinkler, plumbing and drainage work. Division XXV. ^ 5. Excavation and backfilling for heating, ventilation and air conditioning WORK, DIVISION XXVI. t 1 - i Zt UCASB00206997 I CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building No. 2000 South Charleston, West Virginia Drv. V - Concrete, Cement, Gvpsum and Backfilling Work Page 3 of 18 6. Excavation and backfilling for electrical work, Division XXVII. 7. Stacking adjacent to the building site, excavated material for BAOKFILLING, DIVISION 111. 8. Conorete footings, foundation walls, concrete stairs No.'s 8, 9, WALLS AND FLOORS FOR ARE AWAYS F, G, AND H, DIVISION IV. 9. Conorete qoluuns and main floor slab of east wing, Division IV. 10. Dampproofing of foundation walls below grade. Division VIII, 11. Membrane waterproofing of roof over extended ground floor sec tion of core, Division X. 12. Furnishing and installing sleeves and foundations for sprinkler, plumbing and drainage work. Division XXV. 13. Furnishing and installing sleeves and foundations for heating, VENTILATION AND AIR CONDITIONING WORK, DIVISION XXVI. 14.0 Furnishing and installing sleeves and foundations for electrical WORK, DIVISION XXVI I. 15* Furnishing and installing hangers for hung ceilings, Division XVI M. 16. Exterior walllintels, Division VII. 17. Concrete walls for planting boxes "F" and "G" and concrete re taining wall of main entrance, not in cqntRasx. l80 Bracing of protection for dampprooptihs, Division VIII. 19. Wood bumper blooks for loading platform. Division IX. SECTION v-03-MHaiALS (a) All materials for the work to be performed under this specification SHALL BE OF 0E8T QUALITY OBTAINABLE AND SHALL BE DELIVERED TO THE BUILDING IN ORIGINAL AND UNBROKEN PACKAGES OR CONTAINERS BEARING THE MANUFACTURER'S LABEL* (b) Wood form3 for conorete work shall be or either plywood or No. 2 COMMON GRADE OR BETTER LUMBER. FOR EXPOSED OONORETE WORK, FORMS SHALL BE OF NEW UNUSED PLYWOOD OF AT LEAST FIVE PLY AND NOT LE38 THAN 5/8" THIOK. / ' > * UCASB00206998 -V CARBIDE AND CARBON CHEMICALS COPANY Engiibering Building No. 2000 South Charleston, West Virginia Div, V - Conorete, Cement, Gypsum anp Backfilling Work Page a or 18 (c) Portland cement shall conform to the "Standard Specifications for Portland Cement" (A.S.T.M, Serial Designation* C150-49) and. shall be Type I unless otherwise specified. All cement for exposed con crete shall be from THE 8AM manufacturer and plant in order to maintain a uniform color. (d) Metal reinforceuent shall conform to the requirements of tic "Standard Specifioations for Billet-Steel Bars for Concrete Rein forcement" (A.S.T.M. Serial Designation* A15-50T). Bars shall be of Deformed per ASTM designation A-30j>, and of Intermediate Grade new Billet-Steel. (e) Welded wire fabric for concrete reinforcement shall conform to the requirements of the "Standard Specifioations for Welded Steel Wire Fabric" (A.S.T.M. Serial Designation Al85). (f) Dispersing agent shall se "Plabtiment" as manufactured by Sika Chemical Co., Passaic, N. J. or equal as approved. (g) Tie wire shall be soft annealed, galvanized 18 gauge wire. (h) Wall ties shall be corrugated zinc 7/8 of an inch wide and 7 inches LONG, OF No. 20 GAUGE ZINO* (i) Chairs and bolsters for reinforcing shall be of the size^and type required or shown on the drawings. Where undersides OF CONCRETE SLABS ARE TO BE LEFT EXPOSED, CHAIRS AND B0LSTER3 SHALL BE GALVANIZED. () Abrasive aggregate shall be aluminum oxide (AL2O3) of sizes ranging FROM 1/32 INCH TO 1/4 INCH. ONE THIRD (l/3) OF A POUND SHALL BE USED FOR EACH ONE (l) SQUARE FOOT OF SURFACE. ThE AGGREGATE, AFTER HAVING 8CE SOAKED FOR TEN MINUTES IN CLEAN WATER, SHALL BE SPRINK LED UNIFORMLY ON THE SURFACE OF THE TREADS AND PLATFORMS AND IMMEDI ATELY TROWELED TO A HARD, SMOOTH 3URFA0E* () NONSLtP NOSINGS FOR CONCRETE AND PAN TYPE STAIRS 3HALL BE WOOSTER Products, I no,, type No. 49, or approved equal* (l) Porous fill under blabs on ground shall be of clean, one inch BROKEN STONE OR GRAVEL. 8aNK RUN MATERIAL WILL NOT BE ACCEPTABLE. (m) Expansion joint filler for walls and floors shall be asphalt mastic 8TRIPB, PREFORMED, COMPOSED OF APPROXIMATELY 75^ ASPHALT* 1# FIBER, AND 10j MINERAL MATTER, 8U8JE0T TO THE APPROVAL OF THE ENGINEER. (n) ' WATER8T0P8 FOR WALL AND FLOOR EXPANSION JOINTS SHALL BE "PLA8TIGRIP" A8 SUPPLIED BY PR0GRES8 UNLIMITED, I NO., NEW YORK, tfeW YORK. (o) 8EAM CLIPS for CONCRETE FIREPROOFING OF STEEL 8HALL BE OF NO. 12 GAUGE GALVANIZED LONGITUDINAL WIRES, WITH WIRE CLIPS 12 INCHES ON OENTER8. UCASB00206999 CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building No. 2000 South Charleston, West Virginia Div. V - Concrete, Cement, Gypsum and Backfilling Work Page 5 of 18 1. Clips shall se "Reed Rigid Soffit" clip or equal as approved. 2. Columns shall be wrapped with welded wire mesh. (p) Ground seal shall be polyethylene sheeting as manufactured by the Visking Corporation, Terre Haute, Indiana. (q) Forms for floor slab of projection room shall be Type RK-16-16 metal deck as manufactured by H. H. Robertson Company, Pittsburgh, Pa., or equal as approved* (r) Gypsum fiber oonorete for roof slabs shall be premixed at the will, REQUIRING ONLY THE ADDITION OF WATER AT THE JOB. 1. The mix shall contain not more than 12-1 fTj, of wood chips by weight of the dry mix* (8) Bulb tees for support of'slab shall be speoial section bulb tees of REQUIRED SECTION TO SAFELY 8UPP0RT THE REQUIRED DEAD AND LIVE LOADS. 1. Bulb tees shall be shop coated with Amercoat No. 86 primer as manufactured 8y Amerooat Corporation. (t) Form board for gypsum concrete shall be square edged gypsum board 1/2 INCH THICK AND WEIGHING^APPROXIMATELY 2,10 LBS. PER SQUARE FOOT. Board shall conform with latest emotion of A.S.T.M. specifications. Designation C~3l8. (u) Steel rcinforoing mesh for gypsum concrete slabs shall be a gal vanized WELDED WIRE MESH C0N9BTING OF No. 12 GAUGE LONGITUDINAL WIRES SPACED 4 INCHES ON CENTER8 AND NO. 14 GAUGE TRANSVERSE WIRES 8PA0ED 8 IN0HE8 ON CENTER8. (v) VERMI0ULITE-8AND CONCRETE 8HALL be "ZONOLITE" Or APPROVED EQUAL. () Inserts for lintels shall be Hohmann and Barnard wedge inserts No. HW340 for 3/4" bolts. SECTION V-04o SAMPLES (a) SAMPLE8 OF THE MATERIALS TO BE USED UNDER THIS 8PE01FIOATI ON SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL IN CONFORMANOE WITH THE "General CoramoNa." SECTION V-05 - CQ.NS.TRUCT10N-.AND PLAQIN3 FCRMS FOR (E^.J&HCBEIE !' (a) All F0RM8 AND CENTERING FOR CEMENT OONCRETE WORK SHALL BE BUILT TO OONFORM TO SHAPE, LINES AND DIMENSIONS OF THE CONCRETE AS SHOWN ON DRAWING8. UCASB00207000 carbide and carbon chemicals company Engineering Building, No. 2000 South Charleston, West Virginia division XV! Vi^yl Floor Tile and Bab Page 1 or 5 P<.V|^I.QN.^I..r...V^XLFI-Wq Tf4E <* BASE General Note - The "General Conditions" - Division 0 - shall refer to and be considered as applying to all subdivisions or the specifications and governtng the Contractor in the work. SECTION XVI-01 - SCOPE OF WORK General Scope - The work under this Division covers all labor, materials and equipment NECESSARY OR REQUIRED TO PROVIDE AND FULLY COMPLETE ALL THE VlNYL FLOOR Tile and 0ase work and related items as "shown on the Contract Drawings AND AS HEREIN SPECIFIED. iisaoe-Wgffit - For the convenience of the Contractor* the ma./or items or work are listed AS FOLLOWS* items NOT LISTED, BUT CALLED FOR BY THE PLAN8 ANd/or SPECI FICATIONS, ARE NOT HEREBY ELIMINATED 9Y REASON OF 8UCH 0M138 ION AND SHALL BE PROVIDED BY THIS CONTRACTOR. A. All vinyl asbestos floor tile. 9. All homogeneous (all vinyl) vinyl base.' > C. All flush homogeneous vinyl 3trip saddles at all doors between 9pacEs WHERE VINYL ASBESTOS OR HOMOGENEOUS VINYL TILE 0C0UR8, OF COLOR AS SELECTED* D. Rubber tile for ramps in meeting room. E. All aluminum metal edge strips where floor finish changes from vinyl TILE TO other FINISHES, IN ALL PLACES, EXCEPT WHERE OTHER TYPE SADDLES ARE INDICATED. F. All rubber mats, G. All-OECANING, FINISHING, POLISHING AND PROTECTION OF TILE FLOORS AND base. H. All OTHER' LABOR AND MATERIALS CUSTOMARILY NEEDED TO M*KE THE WORK UNDER THIS SPECIFICATION COMPLETE. SECT!ON XVI-02 - MATERIALS (a) All MATERIALS for the work to BE PERFORMED UNDER this specification SHALL BE OF THE BEST QUALITY OBTAINABLE AND SHALL BE DELIVERED TO THE BUILDING IN ORIGINAL AND UNBROKEN PAOKAGES OR CONTAINERS BEARING THE MANUFACTURER'S LABEL. n 't i %, r 1! I - 'i I 'I ! t I ! J i } I l UCASB00207095 fi'i CARBIES AND CARBON CHEMICALS COMPANY Engineering Building, No. 2000 South Charleston, West Virginia DIVISION XVI Vinly Floor Tile and Base Page 2 of 5 1. Materials shall be of one of the, following makes. Materials of ANY ONE CLASSIFICATION SHALL BE OF A SINGLE MANUFACTURER. (b) Vinyl Asbestos Tile "ExCELON" A8 MANUFACTURED BY ARMSTRONG CORK COMPANY "KENFLEX" AS MANUFACTURED BY KENTILE, I NC. "Flexachrome" as manufactured byTils-Tex Division, Flintkote Co. "Aristoflex"-as manufactured by Ma8tic Tile Company "Terraflex" as manufactured by Johns-Manville Company "V1NYL3E8T" AS MANUFACTURED 3Y CONGOLEUU-NAIRN, SnC. Homogeneous. Vinyl "Life-Time" as manufactured by Bobbins Floor Products "Vinylast" as manufactured by Vinyl Plastios, Inc. "Royal Kenflor" as manufactured by Kentile, Inc. (c) Vinyl asbestos tile shall comply with Federal Specifications L-T-751 (GSA-FSS) Type 1, 9" x ?" in size and l/8" tnIok. 1. Vinyl asbestos tile patterns and colors will be selected by the Engineer. (d) Homogeneous vinyl for strip saddles and.base shall be in accordance with interim Federal Specification L-T-751 (G-3fA-F5S$ for vinyl plastic floor tile Type 11. 1. Tiles shall be 9" x 9" in size and 1/8" thick. 2. Base shall be top set type with cove at floor and slightly rounded AT TOP, EXCEPT WHERE STRAIGHT BA8E 13 INDICATED. 3. STRJP SADDLES AND BASE SHALL BE OF COLOR AS SELECTED BY THE ENGINEER*' (e) Adhesive, compounds for applying the tile flooring shall be as follows* , For vinyl asbestos tile - Kentile No. 2, Or equal as approved. For homogeneous vinyl strip saddles and base - Adhesive No. 60A as supplied by Minnesota Mining and MaiwrajMUring Cmwwny or equal as APPROVED* ADHE8IVE FOR RUBBER SAFETY TILE SHALL SE RAPID DRYING, LONG TACK RANGE CEMENT, AS REOOMMEnDED BY THE MANUFACTURER OF TH^ftWBER TILE* * - 1* Adhesives shall be delivered in the manufacturer's sealed.containers . WITH LABELS INTACT AND SEALS' UNBROKEN* ' *, < (r) Cove base shall be oneof the following or approvedEqualmXnuf-aoturei "Kencove" as manufactured 9Y Kentile, Inc. <& "Life-Time" cove base as manufaotvred by. Robsins Floor Products "Vinyl Cove Base" as manufactured by Vinyl Plastios, I no* ^ (T Q UCASB00207096 CARB ICE AND CARBON CHEW!CALS COMPANY Engineering Building, No. 2000 South Charleston, WestVirginia DIVISION XV! Vinyl Floor Tile and Base Page 3 or 5 1. Cove base shall be A" x 48" and shall be set in the longest POSSIBLE LENGTHS WITH NO PIECES LESS THAN TWELVE INCHES LONG. Internal corners and external corners shall be formed with preMOULDED CORNER PIECES. ALL J0IINT3 SHALL BE ACCURATELY TRIMMED AND TIGHTLY BUTTED. (g) Vinyl qase shall be or the height indicated on the drawings, fitted SNUGLY" TO THE INTERNAL AND EXTERNAL CORNERS, (f~ Rubber mat# shall be perforated type, 3/8" thick, of color as selected by the Engineer. / ' 1. Mats shall have l/2 inch perforations, 1-1/4 inches on centers, WITH SOLID BORDER AROUND THE PERIMETER of THE MAT8. V 2. Top surface of mats shall be robed. (i) Rubber ttle for ramp in meeting room shall be No. 500-P square blook 8AFETY DESIGN, 9" X 9" BLOCKS WITH l/2" OUTSIDE-30RDERS AS MANUFACTURED by the R.C. Musson Rubber Company, Akron, Ohio, or equal as approved. 1. Tile shall be of color as selected by the Engineer. () The cleaning compound shall be that manufactured by the Hillyard Sales Company, St. Joseph, Mo. (New York Office* 1947 Broadway, N.Y.C.), known as "Shine-All" neutral cleaner, or an equal compound approved by the Engineer. () The waxing compound for vinyl asbestos tile shall be that manufactured by the HilLyard Sales Co., known as "Hil-Brite" liquid wax, or equal, AS APPROVED BY THE ENGINEER. 1. Homogeneous vinyl tile shall be: cleaned but not waxed. (l) Metal edge strips shall be of aluminum, similar to #4144 "Wayne of Wooster," as manufactured by Wooster Products, Inc., Wooster, Ohio. SECTION XVI-03 - SAMPLES (a) Samples of all floor tile, vinyl babe, rubber mat, and metal edge 8TRIP9 8HALL BE SUBMITTED TO THE ENGINEER IN TRIPLICATE FOR APPROVAL. The Contractor shall submit a full line of finyl asbestos tile colors for the Engineer's selection. SECTION XVI-04 - SURFACES TO 8E COVERED (a) If SHALL BE THE RESPONSIBILITY OF THE FLOOR TILE CONTRACTOR TO ASCER TAIN THAT" THE SURFA0E3 TO RECEIVE THE TILE AND BASE ARE IN PROPER CON-. dition to reoeive his work* Starting work by the til contractor will BE C0N8TRUED AS AN INDICATION THAT THE SURFAOCS ARE IN PROPER CONDITION TO RECEIVE HIS WORK AND TO PERMIT HIM TO GUARANTEE HIS WORK. /?/ UCASB00207097 QAF81D6 AfD CARBON CHEMICALS COMPANY Engineering Building Noo 2000 South Charleston, West Virginia DIVISION XVIII Metal Purring, Plastering Lathing, and Page 1 or 7 Bimiaimi U-eetai, Euam. im\m> m pusrsm General Note - The'*Gneral Conditions" - Division 0 - shall refer to and be CONSIDERED AS APPLYING TO ALL SUBDIVISIONS OF THE SPEOIFi0AT 10N8 AND GOVERNING the Contractor in the work= SECTION XV111-01 - .3g&.Sf..m< telL ...fcgfijs " The work under this Division covers all labor, materials, and equipment NECESSARY OR REQUIRED TO PROVIDE AND FULLY COMPLETE ALL THE WfeTAL FURRING Lathing, and Plastering work and related items as shown on the Contract Drawings and as herein specified. ilMq Of WfflK - For the convenience of the Contractor, the major items of work are listed AS FOLLOWS* ITEMS NOT U8TED, BUT CALLED FOR BY THE PLANS ANd/oR 9PE01FICATIONS, ARE NOT HEREBY ELIMINATED BY REASON OF SUCH OMISSION AND SHALL BE PROVIDED BY THIS CONTRAOTOR. A. All metal hangers, purlins, runners, furring, and lathing for hung 0EILING3 WHERE SHOWN ON DRAWINGS OR INDICATED IN FINISH SCHEDULE TO BE PLASTERED. B. . All metal hangers, purlins, runners and 3/8 inch gypsum ceiling board, TO RECEIVE MINERAL FIBER ACOUSTICAL TILE, WHERE SHOWN ON DRAWINGS OR indicated In Finish Schedule as acoustic tile ceiling. C. All white finish plaster where shown on drawings or indicated in Finish Schedule as plaster. D. All cement plaster where shown on drawings or indicated in Finish Schedule as cement plaster. E. All vermiculite plaster where shown on drawings or indicated in FJNI8H Sohedule. F. All A00U8TI0AL PLA8TER WHERE 8H0WN ON DRAWINGS OR INDICATED IN FINISH Sohedule. Q. All furring and lathing for vermioulite plaster fireproofing as shown. H. All miscellaneous furring and/or lathing for light cove, furred out 8PA0E3 OR AS REQUIRED FOR PLASTERING. I. All plaster grounds, stops and corner beads. J. All other labor and materials customarily needed to make the work UNDER THIS SPECIFICATION OOMPLETE. | I ; J j J UCASB00207108 CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building No. 2000 South Charleston, West Virginia DIVISION XVIII hfciAL Furring, Plastering Lathing, and Page 2 or 7 section xvM1-02 - mK.iF..JZTJdEBJMS (a) The following items of work vmll be furnished under other specifica tions as a part of the work of other trades. 1. Mineral fiber acoustioal tile, Division XIX. 2. Concrete and cement work, Division V. 3. Mosaio iVork, Division XVII. 4. Hangers and carriers for luminous ceiling. Division XXVII. 5. Suspension system for removable sections of acoustic ceiling. Div.XIX SECTION XVI11-03 - MATERIALS (a) All manufactured materials shall be the produots of well-known manu facturers, and shall be:pelivered to the site of the work in original unbroken containers or paokages, bearing the name of the manufacturer AND BRAND. (b) Hangers for concrete aroh construction shall be "T* shaped, 3/16" X 1* METAL, A8PHALT--QOATED WITH TWO H0LE8 PUNOHED TO TAKE BOLTED oonnection for extension hangers, placed in forms for concreting IN SLAB, AND 8PA0ED FOUR FEET ON 0ENTER8 BOTH WAYS, FOR HUNG PLASTER AND AOOU8TIO CEILINGS. (0) Extension hangers shall be 1/8" x 1* metal asphalt ooated of length TO SUIT CONDITIONS. , (d) Hung ceiling purlin members for aooustic and/or plastered ceilings SHALL C0N8IST OF 1-l/2" HOT ROLLED STEEL QHANNEL PURLINS WEIGHING AT LEA3T 0,85 POUNDS PER LINEAR FOOT. (e) Cross furring for oeilings shall be 3/4 inch channels weighing at LEAST 0*30 POUND8 PER LINEAR FOOT. T. All hung ceiling and furring members shall be painted with a RUST INHIBIT IVE PAINT OF WELL KNOWN MANUFACTURE. (f) Tie wire shall be sorT-annealed galvanited wire No. 18 gauge. (g) HaIr pin clips shall be No. 8 gauge galvanized wire. (h) Lath shall be expanded type metal lath weighing not less than 3.4 POUNDS PER'SQUARE YARD. LATH SHALL BE GALVANIZED. (|) GYP8UM BOARD FOR ACOUSTIC OEILINGS SHALL BE UNITED STATES GYPSUM * Company or approved equal 16" x 48" x 3/8" thick. (j) Clips for fastening gypsum board shall be Briduoint clips as dis tributed by U. S. Gypsum Company or approved equal.. UCASB00207109 g CARBIDE AND CARBON CHEMICALS COMPANY Engineering Building No* 2boo South Charleston, West Virginia DIVISION XVHI Metal Furring, Plastering Lathing, and Page 3 of 7 J-D*/ (k) Sand shall oonsist of fine granular material, composed of hard, STRONG, DURABLE, UNOOATED PARTICLES, WHICH ARE FREE FROM INJURI OUS AMOUNT8 OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOU8 SUB STANCES, CONFORMING WITH THE LATEST EDITION OF A.S.T.M, SPECIFICA TIONS, Designation DO?* (l) Water shall be olean, fresh, suitable for domestio use and free FROM INJURIOUS AMOUNT8 OF OILS, ALKALI, ACID AND OTHER DELETERIOUS SUBSTANCES* (m) Hydrated lime shall be an approved standard brand meeting the REQUIREMENTS OF THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS, Designation C-206. (n) Portland oement shall be an approved standard brand meeting the REQUIREMENTS OF THE LATEST EDITION OF A.S.T.M. SPEOIFIOATIONS, Designation 0150. (o) Corner beads for external oorners shall be zino ooated 24 gauge MlLCOR No. 1 WITH 2-1/2 INOH EXPANDED LATH WING8 WITH NARROW ROUNDED NOSE, OR EQUAL A8 APPROVED. (p) Expanded metal angles for all internal angles of Plaster Work shall BE "CORNERITES" OF 26 GAUGE WITH NOT LESS THAN THREE IN0HE8 ON EACH LEG, OR EQUAL AS APPROVED. (q) Acoustical plaster shall be "Sabinite" as manufactured by UoS. Qypsum Company, or equal as approved of color as approved by Engineer. (r) Gypsum plaster shall be an approved brand conforming with the latest edition of A.S.T.M. Designation 028,. (s) Keene's cement shall be of an approved brand conforming with latest edition of A.S.T.M. Specifications, Designation C-61, (t) Vermioulite plaster shall be a vermioulite gypsum plaster with ZONOLI.TE AGGREGATE CONFORMING TO THE 8PEOIFIOATION REQUIREMENTS OF the Vermioulite Research Institute. It shall be equal to "Masco Fireproof Speoiftoat ion Plaster" as manufactured.by Munn and Steele, Ino., Newark, N. J., or or same fireproofing qualities as approved by the Engineer. VervUoulite plaster shall be delivered premixed IN SEALED PACKAGES, IDENTIFIED WITH THE MANUFACTURER'S LABEL REQU1RE IMS ONLY THE ADDITION OF WATER. SECTION XVI11-04 - ALBE&21 (a) Puruns for hung oeilings shall be spaoed four feet on centers. 1. Furring channels shall be spaced twelve (12) inches on centers FOR PLASTER WORK AND SIXTEEN (l 6) INCHES ON 0ENTER3 FOR GYPSUM BOARD BASE FOR MINERAL FIBER AOOUBTIO CEILING TILE,' AND SHALL BE SECURED TO PURLINS WITH No. 8 GAUGE WIRE HAIR PIN SLIPS AT EACH INTERSECT I ON. UCASB00207110 CARBIDE AND CARBON CHEMICALS COMPANY Building 2000 - Engineering Building South Charleaton, West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Refrigeration Page 16 of 82 welding* On odd lengths of pipe, beveling may be accomplished by meana of the oxy-acetylene cutting'tqrch, provided all paint, ruat, scale and^> oxide is carefully removed with-hammer, ohiael or file and bevel loft ' ^ smooth and clean. Joints shall bo prepared and voided to assure thorough^, fusion with bare metal, complete penetration, maintenance of alignment and''* the production of a joint that shall develop the full strength of the pipef and that shall be leakproof in service. 4. Welding Tees - Welding tees shall bo used where branch connections are the same or one or more pipe sizes smaller than the main. Where necessary, such branch connections shall be reinforced in an approvdjf manner. For the smaller branches, whore welding tees are unavailable, ^ nozzles shall be welded to the pipe. Where such nozzles are welded to thjf pipe, all cutting ood.de, whioh may drop Inside the pipe, shall bo removed^-before welding the branch or section in place 5. Welding Rode - The welding rod iised for welding steel shall be approved, high--test welding rod or its equivalent. (o) Piping, Fittings and valves for Low-pressure Steam and Condensate System and Hot/Chilled Water Supply and Return System. S 1* PIPING Item 3ize, incl. Specification Construction To 2-1/2" 3" to 14" Screwed. Welded and flanged. Fit* - Material To 1-4/2" Steelt ASTM A-53, Grade A or B, buttwelded. * % Thickness a ' 2" to 14" To 6m <* to 12" 14 n Steelj ASTM A-106,; Grade A or B, seamless. Schedule 40* Schedule 20* Schedule 10o Fittings ` Elbows, tees. etc. To 2-1/2" Unions To 2-1/2" Cast iron! ASA 123 lb*, screwed* Petr or equal. Stub enda 3" to 14" Steelj butt-welding, seamless, ASTM A-234-WPA J - v , / ,; k .or. WPSt, to match pipe*- (2). UCASB00207206 CARBIDE AND CARBON CHEMICALS COMPANY Building 2000 - Engineering Building South Charleston, West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Refrigeration Page 19 of 82 1,, PIPING (Continued from Page 13) Item, ', Sia> inol. Specification Fittings - Elbows, tees, etc* Unions Stub ends Teee0 laterals, reducers, caps Elbows Flanges - Typ Gaskets Pacing Pop? " Threads Gasket s Bolt Studs and Nuts 2, VALVES To 3/41* To 1" 1" to 8" 1" to 8" 1 to 8 Forged Stsalt 2000 lb, (min,) socket-welding. Petro or equal* seal-welded. Steelt butt-welding, seamless ASTM A-234-WPA or WPB, to matdh pipe. Shop-fabricated from pipe* reinforced if necesary. Or steel* butt-welding, seamless, ASTM A-234-WFA or WPB, to match pipe* Steel! butt-welding, ASFM A.-234-WPA, WPB, WPAW or WPBW, to match pipe. To 3/4" 1 to 8" to 8" 5 Forged Steel: ASA 300 lb., socket-welding. Forged Steel! ASA 300 lb., welding-neck or lap-joint type to matoh pipe. Manufacturer's standard. ' U, S. No, 4899 or equal! 1/16" thick. -- Red load. Graphite and oil. - Alloy steel, Carbide Spec, PVM--100, Class I, Service Carbide e, inol. Number Make and Fig, No, Materials Type of Body Trim foide Shut-off Control to 3/8" 1/2" to 1" -W1 to 8 1/4" to 1 to 8" GL-112 GA-55 GA-23 GL-112 GL-134 Lank. l6P-S Br Vogt 5-9853-55 F8 Powell 3003F-14C 03 Lunk, luP~S Br Powell 3031P-140 C3 NA Screwed Crs Screwed Crs Flanged Crs Screwed Crs Flanged Valve Stem Packing To 3" 4" Up Oarlock 117 or equal. , Garlook 150 or equal. carbide and carbon chemicals compant Building 2000 - Engineering Building South Charleston - West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Refrigeration Page 20 of 82 (e) Piping, Fittings and Valves for Cycle Water Make-up above ground and for air conditioning drain piping* 1* PIPING Itea Construction * Pipe - Material raft&gffi - Elbows, tees. etc. Size, incl. To 2-1/2" 3rt to 6 To 1-1/2" 2" to 6* To 6* To 2-1/2" 3" to 6" Flanges - Onions Type To 2-1/2" To 6" Gasket o Facing To 6 To 6 Dope - Threads Gaskets Bolts and Nuts -- >> sC' YALVF? Specification Sorowed, Sorewed and flanged, (l) Galvanized at eel i butt-welded. Galvanized stoelt lap-welded. Schedule 40, ASTM A-120, ASTM A-120, Cast iron; ASA 125 lb,, screwed. Cast iron; ASA 125 lb,, flanged, (l) Petro or equal. Cast iron; ASA 125 lb,, screwed. Manufacturer1a standard. U, 3. No, 4009 "Rainbow" or equal; 1/16" ring type. Red lead. None Square head machine bolts, hex nuts. Service Shut-off Carbide Size, incl. Number Make and Flg0 No, 1/U" to 2^ GA-1 3" to 6" GA-5 Lunk<, 2125 Powell 1444 Materials Body Trio. Type of Ends Br -Br Screwed Cl Br Flanged '" - - -- . .1 t , UCASB00207208 CARBIDE AND CARBON CHEMICALS CCMPANT Building 2000 - Engineering Building South Charleston - West Virginia 2, VALVES (Continued from Page 22) Service Shut-off Carbide Siae, incA. Number 4W to 6" GA-1103 Maks and Pig, No, Mueller A-^2072~2Q Valve Stem Packing 4" up Garlo ck 150 or equal.. DIVISION XXVI Heating* Ventilating* Air Conditioning and Refrigeration Page 23 of 62 Remarks Mechanical Joint ends gate valve with indicator post accord ing to Fig. A-208C0, center line of valve _____________ below grade. Notes! (l) If a depth of bury greater than five feet or a laying condition worse than kB0 is used, a correspondingly thicker wall pipe should be specified, (2) Whitewashing of the outside of pipe and flttingB may be required to protect the pipe from the heat of the sun if shipped in summer months, or if it is to be stored for a long period of time. SECTION XXYI-1B UNDERGROUND PIPING AND CONDUIT! (a) All steam and return, to be installed underground to buildings, shown on Plans, shall be installed in Prefabricated Insulated Pipe Conduit^ with necessary fittings, ae hereinafter specified. le CONDUIT -- The conduit shall be l6 gauge steel for all sizes, ^ spirally-corrugated with full welded lock seam designed for proper strength^, to prevent deformation in service. Conduit shall be hot dip galvanised Cafter soala is welded. Conduit shall be tested for tightness with 15 lba, air pressure before coating is applied. All outside corrugated surfaces of the steel conduit shall be machine-coated with hi$i melting point . asphalt with one layer of aBphalt impregnated pipe line felt, applied under-""tension, ' A 10 gauge steel collar ahall be welded to conduit ends to provide'*'" a full, round, smooth surface for conduit closures. Conduit closures shallyy be furnished by manufacturer of the pipe conduit for field connection, constructed of 12 gauge steel in cylindrical form, with a single.horisont! "v ^ k *. , UCASB00207211 CARBIDE AND CARBON CHEMICALS COMPANT Building 2000 - Engineering Building South Charleston - West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Refrigeration Page 2U of 32 split and necessary wedge damps <> Conduit do surea shall be welded t,e<I> smooth conduit ends and after test (Paragraph 7) covered in the field'"'. with a plastic tape or "Tapecoat, applied as per manufacturer^ V* recommendations, as approved. All pipe insulation and tape for field" closures shall be furnished with the conduit. 2. PIPE AND SUPPORTS - All pipe in conduit shall be as hereinbefore specified for the service required! (See SECTION XXVI-15'^U Paragraph (c) and (d)), and shall be free to expand and contract witlWt stress or wear on the insulation. Pipe supports, spaced according to requirements, shall be furnished with the pipe conduit,, All field pipejoints shall be welded by oertified welders and hammer tasted under _ hydrostatic pressure of 250 lbs. per square inch, or twice the working pressure, whichever is greater,, Concealed pipe welds in prefabricated ^ units shall be factory-tested the same a3 specified for field joints. '*" 3. ELLS AND TEE3 - Prefabricated ells and tees shall be furnished, and installed, where shewn on Plans or required, consisting of pipe,' insulation and conduit, conforming to the same specifications as hereinbefore^" specified for straight runs. r Ac GLAND AND END SEALS - Prefabricated, paoked gland seals shall/^be furnished and installed adjacent to building walls, consisting of a packed stuffing box and gUuid follower mounted on a steel plate, welded to ^7. conduit ends. If these ends ore within 5' of an anchor, provide end seals consisting of a steel plate, welded to the pipe and conduit* * 5o BUILDING WALL HJTRANCB - Conduit shall terminate at inside^^ face of building wall. The terminal ends of conduit in wall shall be y equipped with leak plates. 60 ANCHORS - Prefabricated plate anchors shall be furnished and-^7 installed, where shown on Plans er required, consisting of a steel plate, - welded to pipe and conduit and extending at least 2-1/2" beyond the O.D. ^ of the conduit. The steel plate shall be 3/$n thick for 6" to 10 conduit,^ 1/2" thick for 12* to 16" conduit, A concrete block, where required, shall^T^ be cast over the plate and conduit, large enough for firm anchorage. The -_ concrete block to be at least long and extend 9* beyond the periphery 's*' of tho plate. ?o CONDUIT AIR TEST - All field welds in conduit closures shall be tebted for leaks before applying tape. Duping test, all field welds ^ shall be checked with soap suds and repaired, 1$ necessary, until airtight,^ at 15 lbs* pressure. Test caps shall be provided by the manufacturer. The^-- Contractor shall furnish all necessary equipment and labor to perform the <`77 air test, including air compressor, gauges, conduit caps, temporary pipe r s and connections, etc., and complete the teat to'the satisfaction of the ^ Engineer* UCASB00207212 CARBIDE AND CARBON CHEMICALS COMPANX Building 2000 - Engineering Building South Charleston - West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Refrigeration Page 25 of 82 8o PIPS INSULATION - Steam and return piping in conduit ahall Owans-Corrdng "Kaylo*, 2'1 thick on steam and 1" thick on returns Insulatiorf^, shall have a wrapping of JO Ib,, asphalt-saturated felt, wired on with copper^ wire 9 INSTALLATION - The Contractor shall conform to the manufacturer's instructions during the installation, wherever possible,. the conduit sections ahall be made up above ground, in runs not exceeding"1^., six (6) sections and piping welds and conduit closures tested The conduits shall then be lowered into the trench and the completed runs retested and the conduit Joints taped. Any conduit coating scarred or damaged during ^ the installation shall be repaired with materials furnished by the manufacturer Tho manufacturer shall provide an accredited field engineer ^ who will periodically inspect the installation and certify nl 1 pipe and conduit tests, such certifications to be submitted, in writing, to the Owner or his representative. The manufacturer's field engineer shall also provide written reports periodically during the progress of the installation SECTION IXVI-19 PRESSURE-REDUCING VALVESi (a) The primary reducing valve station shall consist of two (2) pneumatically operated diaphragm valves, installed in parallel Valve ^ sizes shall be selected by the manufacturer, in accordance with the cspaoitiee and pressure drops indicated on the Plans and in the tabulation sheets. An interlock ahall be installed, as shown Its function is to close tho smaller diaphragm valve when the system demand is greater than ^ its rated capacity, the larger valve will then pick up the entire load When the system load decreases to within the rated capacity of ths smaller -- valve, the interlock will allcer the smaller valve to piok up the load, thus'" closing the larger valve. (b) The diaphragm-operated valves shall be oast steel bodies with 300#^ standard flanged end cennactiana The valve trim shall be stainless steal with stellited main valve seats. Valve shall be single-seated, normally s* closed, suitable for dead-end service, Leslie Class DS-2, DDLS-1 or approved^- (c) Each diaphragm valve shall be controlled by a paeumatioaliy-operated^T forced balance relay type pilot, capable of operating without the need of a continuous bleed A 1/4" strainer and a 1/4* air-reducing valve shall be /" provided with each pneumatic ally-operated' pilot., Leslie Class PRA or approved (d) The two-position, pneumatically-operated relay shall be as manufactured by Leslie fiotnpany or approved _J UCASB00207213 GARBIDB AND CARBON CHEMICALS COMPANY Building 2000 - Engineering Building South Charleston, West Virginia DIVISION XXVI Heating, Ventilating, Air Conditioning and Ref rigeration Page BO of S2 (b) Ventilation - 1* All ventilation and air conditioning systems shall be thoroughly tested in accordance with the Contradt Drawings, including X adjustments of dampers, registers, and controls to secure the specified^, CFM and air distribution called for on Drawings <, All aystems shall be*^, balanced prior to clcsing-in the masonry or suitable removable panels Bhall be installed in suoh masonry work as to allow subsequent adjustment^ of dampers for proper air distribution,, 2,, The Contractor shall submit a report of the final teat showing fan speeds, suction and discharge static pressures, fan delivery in CFM, CFM at each outlet and all other data as required or directed*^ The tost shall be conducted under the direction of and certified by a/ licensed, professional Engineer,, 3a The report Bhall locate and identify the air reading in''/'* chart fora, giving grille, register or diffuser size, location by Wing/^. Floor and Rom number, specified CFM and actual CFia SECTION XXVI-6Q ACOUSTICAL DUCT LININGt Furnish la thiokness Fibreglas duet lining where specified and/ort" indicated on the plans* Lining shall be six (6) lbs* density and having ^ both surfaces coated with a sprayed Neoprene coating* lining shall be installed in strict oonformanoe with the manufacturer * s recommendations s" and shall include the application of a brushing or troweling adhesive over the ocaplet e interior metal surface to be lined. All interior insulation joints must b* pointed up to a smooth surface, with a plastic emulsion or '"''d a good grade of acoustical cement* 'SECTION XXVI--61 PAINTIMPt (a) All finish painting of piping, ductwork, etc*, except as otherwise noted,'shall be dene under another Seetion* This Contractor shall paint, as hereinafter specified,. (b) All equipment, suoh as pumps, motors, fans, etc,, shall have a factory coat of paint and shall be touched-up, as required, at the - completion of the installation, with machine enamel to match existing coloxv^ () The interior of all fresh air intake ductwork, including dampers^' shall be painted with an approved primer and two (2) coats of bitumastic ^ painty % (d) The interior of all duotd, back of all registers and grilles shall be painted with two (2) coats of non-reflective, flat black paint. ^VLl ii UCASB00207268 CABBIJDE AMD CARBON CHEMICALS OOHPANX Building 2000 - Knginaering Building Scmth Charleston* Virginia DIVISION min Insulation Page 1 of 5 UCASB00207271 Q1SBID3 AND CARBON CHKMICAIS OOKPANX Building 2000 - SngLneerinf Building 3outh Charleston, West Virginia division xxmi Insulation Page 2 of 5 (c) All magnesia insulation shall contain not Isas than 85$ Hydrate Carbonate of Lias and 10$ asbestos fiber. (d) All insulation shall be applied after the respective piping systems hare been tested a^d approved. Where the Contractor fails to do ao, it shall be his responsibility to remove and replace the insulation, at his own expense* \ (<0 SSWM&S. .fottf, \ 1. Valves, fittings and flanges on'imralated, cold, hot and hetaueier circulating piping and md^er assembly,, shall be built up full thickness with plastic asbestos cejaint, tjNrwelled aaooth. i. / (b) Cold, hot and het eater eiradlating piping (except chroodumplated piping at Jtxtures and equipment) shall be insulated with 1/2" thickness glass fibre sectional pipe covering with pasted canvas Jacket similar and approved equal to Oiwns-^forning Piberglas Company* b "Low Pressure Pipe Insulation" Jacket shall be pealed -with wheat past# or other approved 1 HorixHztal drmiaag/ piping between roof drains and leaders liated.es follows: ltas\net listed* bat called for by the Plans and/or Specifications., are not hereby eliminated by reason of such mission and shall be provided by this Contracter, 1. Provide and install insulation on. all hot/ehilled water piping and hot/chilled water return piping, steam supply, condensate UCASB00207272 CARBIDE AKD CARBON CHBfflCAlS CGKPANT Building 2600 - Engineering Building South Charleston,, West Virginia DIVISION XVIII Insulation Page 3 of 5 return piping and cycle water supply and.return lines, hot/chilled water pumps, ductwork, eonrerters, on specified portions of drainage piping subject to sweating, and aa hereinafter specified. 2. All other labor and Materials oustacaurily needed to sake the work under this Specification complete. SECTION XVHI-05 GENERALI (a) Insulation shall be aa nade by Ouei^s-Coraing Fiberglas Coiqpany, Chi8tinr*Bacon,\Philip Carey Company or Ehr$t Magnesia Manufacturing Coeqiany1. \ /' (b) All piph insulation, except eteaan supply and condensate return and condensate pumped. discharge shall be rjMxverad with a Modified polyvinyl acetate covering, "similar and approved equal to Miracle Adhesives Corpor ation* 8 **Protectinsul?, with all joints sealed with tape and sealer to fora a perfect vapor barrier. All Meters, valves, and fittings shall be re covered with tape and Boiler, "Proteotinsul" or equal. Steam supply and condensate return.and oendehfate pooped discharge shall be covered as specified hereinafter. ''s-x / (c) All Magnesia iiusulatienshaLl contain not less than 35% Hydrats Carbonate of Lins and 10$ asbestos fiber. t (d) All insulation shall b*3 applied a^ter the respective piping systems hare been tested and approved# Where the Contractor fails to do so, it shall be his responsibility to remove and replace the insulation, at hie owi expense# (e) All insulatien she!]! be applied over dry, clean surfaces and applied in accordance with -faenufacturerfe recormendationa. SECTION XXVin-06 (a) Insulatien shall/bi applied to all steeia supply lines, cendensate return lines, pumped discharge lines, expansion tanks, pushed condensate coolers, flash tanks, heat exchangers and all list/chilled water supply and return pilpyiinngg*. All insulation shall be continuous at pipe hangers. (fa) All pipe insulation1 shall be of ealciun silicate of the seotienal type, applied te piping in staggered position with all joints tightly butted and be of the fallowing thickness* 1. Steam supply {up to 30 PSI), all condensate return lines and condensate puaaped dischtaje lines shall he 1** thick, up through 9* diameter pipe, and 1-1/2* thick for 6* diameter pipe and above. UCASB00207273 CAHBIDE AND CkS&OX CHKHICAJLS COMPAHI Building 2000 - Engineering Building South Charleston, West Virginia BIVI3X0W XXVIII Insulation. Page 4 of 5 2* Steam supply (over 30 ESI) shall be ;L-l/2 thick, up through 3-1/2 pip* and 2" thick for 3" pipe and above* 3. All small cracks and depressions, where present, shall be pointed up vlth insulating cement* 4. Fittings, Flanges add Valves - Insulation thioknea# shall be equal to thickness as 'specified for adjacent pipe insulation and fitted with prefabricated fitting covers. Welded ells shall be insulated with nitersawed pipe insulation or covers fabricated therefrom* XU joints shall be tight-fitting with special fabricating cement* In all/case e, the joints shall be as thin as possible with jtuit sufficient ceoent to obtain good adhesion and complete closure* In no\ease, will wide cement joints or voids, and holes filled with cement, be permitted. /Plastic asbestos insulating ceaaent nay be used on fittings up to and including 2-1&* pipe and finished with 1/4* thick coat of hard-finish /Ubestea oeaent* 5* Insulation shall be covered with 6-htmee overlapping, pasted canvas jacket. Pasting shall be perforaedXwAitp Benjamin Foster*a "Seal Fbst" and then the entire surface covered with a ck coating of *Seal Fas*. 6. Ail heat exohangers, expansion tanks shall be covered with 1-1/2* thick 8J covered with 1/2* thick coat of asbestos two (2) layers end preperly reinforced with a hard, smooth finished surface. / /section xxrai-07 pipdx? xsp aovmmt tf condensate coolers and flash r,tesla block, wired on and tig cement, applied in token wire and trowelled to KfiL ffi&.AIB CfflgHncflSP* (a) Insulation shall be applled/to all hot/cMlled water lines, indirect waste ssrvice voter lines dhd/ohilled wat^r puajpa. All insulation shall be continuous at pipe hanger/. (b) All pipe insulation shall be of the sectional type, applied to pining in staggered position with all joints tightly fretted and covered with a pasted canvas jacket secured with a wheat paste adhesive and Id gauge Stainless steal wire. / A vapor sealer shall be applied at all Joints^ Insulation shall be rwr*oovr*d with ErsteotinSul,, as specified hereinbefore. i ^r 3U Bet/chilled water supply and return, lines and indirect waste lines shall be insulated with 1-1/2" thick cellular glass, up through 4* pipe and 2* thick cellular glass for all pipe larger than 4". 2* Srcle water supply and retard lines shall be insulated with 1* thick glass fibre* UCASB00207274 GAHBIEB AND GAfiBOH CHEMICAIS COMPANY Building 2000 - Engineering Building South Charleston, Went Virginia. DIVISION XXVIII Insulation Peg 5 of 5 3. Fittings, Flanges and Valves - Insulation thickness shall be equal in ticknes* as specified 'far adjacent jpdjpe covering and fitted with prefabricated fitting covers, tightly butted and a vapor sealer applied at all joints# \ (a) Hot/chilled Hater Fuhps - shall be insulated with tec (2) 1* thick layers of cellular glass, blanket -with joint* staggered and held in place with Id gauge stainless steel wire, oooplute with a 001" aluminum. vapor barrier. Apply at all joint/ a vaporproof sealer. Provide a 1/2M thick coat of asbestoa finj-shing owdent properly reinforoed with ehickan wire and trowelled to a smooth, bard finished surface and applied in two (2) layers. \/ section xrrai-oe dustm3bk nam-iyN* (a) All fresh air intake section*, plenums and filter section* for the ventilating and air conditioning apparatus and all air' ocuditioning apparatus spray asdl dehuaidifibrs, heotloA cell sectiona, plenums up to and including fan diecharge bhenum, shall be*.insulated with 1-1/s* 'thick rigid Fibreglaebaard with r^toraeal. All Jointu shall bo pointed up with a vaporseal. Insulation shall be laid up in not mastic waterproof compound with copper wire and covered with a galvanisedWre nosh and 1/2" thick asbestos cement, trowelled arooeth and hard and Applied in two (2) layers. Covering shall be trowelled hook and protected rath metal frames at all openings. Aaoess door* shall be framed, with dor flush with finished surface and having insulation applied to the inaidW surface. Install pinatorero corner beads bn all corner*. \ section xzvm-09 Furrtioh frostproof pipe, covering for piping on the roof, consisting f three (3) layer* *f 1 hairfelt lined and Interlined with tarpaper. Each layer shall be wrapped with jute twine. Outer covering shall be twe-^BgpiJW felt, lop and seal joint, bind with copper wire on 6" centers. UCASB00207275 CARBIDE AND CARBON CHEMICALS COMPANY Blilldlng 2000 -- Engineering Building South Charleston, West Virginia ADDENDUM 1 to Div. XXVIII Insulation Page 1 of 3 ADDENDUM 1 TO DIVISION XXVIII:DELETE IN ITS ENTIRETY DIVISION XXVIII - INSULATION AND SUBSTITUTE THE FOLLOWING Mvi_siQN_xxvm - INSULATION SECTION XXVIII - SCOPE OF WORK General.Scops - The work covered by this Division of the specifications consists of providing all equipment, materials, and labor, and performing all the work as required for the complete execution of the Insulation work as herein specified, and which without restricting the generality of the r/r~ foregoing, shall include all Items hereinafter set forth for the Engineer ing Building Number 2000* itgqg HpvK The material and installation shall be in accordance with the Thermal / Insulation Specifications, applied onitems herein specified and on marked drawings attaohed to or accompanying these specifications. f SECTION XXVIII-01 - GENERAL (a) Insulations used ehall be as specified In the insulation design sahtff dule, They are: Specification No. Materials 10-L Cellular Class Insulation Finish: Modified Polyvinyl Acetate Reinforced with glass olotho 1<S-H Qlass Fiber Insulation (3 lb. Density min,) Finish: (a) Exposed, modified Polyvinyl Acetate reinforced with glass clotho (b) Hidden, pasted canvas jacket. 16-L Glass fiber insulation (3 lb* density min,) with attaohed vapor barrier Finish: (a) Exposed, modified Polyvinyl Acetate reinforced with glass cloth. (b) Hidden, attaohed vapor barrier, sealed 17-L Glass fiber duct insulation 6# density min, with vapor barrier of Kraft paper and asphalt. Finish: Exposed, modified Polyvinyl Acetate reinforced with glass cloth. Hidden, vapor barrier jacket sealed at all joints, corners,etc 20-H Calcium Silicate Insulation Finish: Exposed, modified Polyvinyl Acetate, reinforced with glass fiber cloth. Hidden, pasted canvas jacket. UCASB00207276 CARBIDE AND CARBON CHEMICALS COMPANY Gliding 2000 - Engineering Building South Charleston, xWest Virginia ADDENDUM 1 to Div. XXVIII Insulation Page 2 of 3 (b). Insulation shall, be applied after respective piping systems have-^ been tested and approved. Where Contractor fails to do so, it ^ shall be his responsibility to remove and replace the insulation at his own expense. (c) Insulation shall be applied in accordance with the General Insula^ tion Specifications and Individual Insulation Specifications. ^ SECTION XXVIII --02 - PIPING INSULATION FOR PLUMBING WORK (a) The following piping shall be insulated with 1,0 inch thick glass "y fiber insulation, applied in accordance with Carbide and Carbon/^ Chemicals Company's Spec. l6-Lt 1. Domestic Water Piping (Cold, Hot find Hot Water), 2. Circulating Piping (Cold, Hot and Hot Water). ^ 3* Drainage piping between roof drains and leaders and exposed ^ horizontal storm water drainage piping eai*rying-.Ghilled'xwater / between Fixtur6^and-Stack. (b)^7 The domestic Hot Water Heater shall be insulated with 1-1/2 inch -/'V thick Calcium Silicate in accordance with Carbide and Carbon Chemicals, Company's Spec, 20-H, / SECTION XXVIII-03 - PIPING AND EQUIPMENT INSULATION FOR HEATING }; Tib'ti ^/'G (a) Steam, HdtuWater^and Condensate Lines and all converters shall be s- insulated as followai Steam Supply Lines* Up to 350" F, 4" IPS and below, 1" thick, Spec. lb-H Above 4", IPS, 1-1/2" Spec. 16-H 5** ' 350" F to 463" F, 2-1/2* IP3 and -below, 1.5"Speo. 20-H 3" IPS thru 26" IPS, ^k" Spec. 20-H Above'^bf 2,"5*"*>^3p:eaiT"t262i Condensate return lines -Hcrtr~Wate2~^pp:iy-~and^ 1" thiok, Speo. 16-H l*-thiokr. ASpeor'-lbaH Condensate pump discharge lines 1" thiok, Spec, 16-H f L.t'p'4 \f tOrf ^ / (b) All converters (inoludlng^HO&rtr Exohangers"fbr'-Spra3M/ttteif?Higatng-) shall be insulated with 1-1/2" thiok, Spec. 20-H* SECTION XXVIII-04 - PIPING AND BQUXflEWT INSULATION FOR AIR .CONDITIONING (a) Chilled watbKslinpb~and chilled water pumps shall be insulated with 1-1/2 inch thidk/cellular glass insulntfco applied in accordance with Carbide and Qdrbon^Cheznioals Company1 s Speo. 10-L. It UCASB00207277