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HomeMy Public PortalAboutCentral Recreation Center ExpansionCITE OF SAN, MATEO STATE•OF CALIFORNIA NTRACT BOOK CENTRAL RECREATION CENTER EXPANSION TO BE USED IN CONJUNCTION WITH APWA AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROJECT NO. 95-3000 DATE NOV 198Q PUBLIC WORKS DEPARTMENT 330-W.20th AVENUE. SAN MATEO, CALIF. TELEPHONE (415) 574-6790 ADDENDUM NO. 1 - DATED DECEMBER 18, 1980 TO PLANS AND SPECIFICATIONS FOR ADDITIONS AND REMODELING TO CENTRAL RECREATION CENTER CENTRAL PARK, SAN MATEO, CA. The following requirements of bidding, clarifications and changes to drawings and specifications are to be incorporated into the contract documents and prices submitted in the Form of Proposal shall include all necessary adjustments required by this Addendum: 1. SECTION 1 - GENERAL REQUIREMENTS AND DEMOLITION Detail H/A6 - Note which reads.,'Where existing wall or window is removed saw cut edge of existing slab,,burn off M.B.s and pour with new slab to match existing' is to be revised to read as follows: "Where existing wall or window is removed, chip concrete around all machine -bolts, anchor straps and electrical conduit, burn off all bolts, straps and' -conduit (after removal of wiring) to a level below topiof existing concrete slab and patch with, epoxy grout recommended for thepurpose by the manufacturer of the product. Finish t� be smooth and acceptable to the resilient tile floor- ing subcontractor". 2. SECTION 3 - CONCRETE AND CEMENT FINISHING Foundation Plan 1/A6 - At locations D1 and B11, revise wording in note regarding installation of two #5 dowels into existing footing as follows: In fourth line, in lieu of 'Drill 1/2" diam. X 11" long hole into existing footing' ead "Drill one inch (1") diam. X 11" long hole into existing footing". 3. SECTION 6A - ROUGH CARPENTRY a. Sheet A5,Roof Framing Plan 1/A5 - Method of staggering' plywood roof sheathing is shown incorrectly. Staggering of plywood roof sheathing is to be aslshown on diagram entitled 'Typical Plywood Diaphragms' on Sheet 5.1. CRC -2 ADDENDUM b. Sheet S.1 - Plywood Diaphragm Notes -(Paragraph 2, end of line 1 and beginning of line 2 --in lieu of 'Perpendicular to decking direction', read "Perpendicular to direction of 2 X 6 roof joists". 4. SECTION 7B - BUILT-UP ROOFING a. Sheet A3,Cross-Section 4/A3 - In note above Roof between grid lines E and F --in lieu of 'Existing framing and decking to remain. Remove and replace roofing --see roof plan', read "Existing framing and decking to remain --see roof plan 1A/A7 for extent of new roofing". b. Specifications 1) Paragraph 2a. Built-up Roofing - Add the following sentence: "Comply with Specification No. 800 by installing one ply of Rosin -sized Sheathing Paper under the 40 lb. Base Felt wherever roofing is being installed directly over 2 X 6 T. & G. decking". '.2) Paragraph 2b. Materials Line 2 - Add the words "Gravel to be" so that sentence reads "Gravel to be commercial grade. washed 1/4" to 1/2" size". i. 5. SECTION 8A - ALUMINUM WINDOWS AND SCREENS, Specifications paragraph 2b, second line --In lieu of "Roller Queen' Series 1200' read "'Roller Queen' Series 1200A". 6. SECTION 15A - PLUMBING Sheet A4, Elevation 15/A4 - Change note regarding mounting of lavatory basins to read as follows: "Mount lavatory basins so that, except for the projection of bowls and waste piping, a clear unobstructed space 26"" wide, 27" high and 12" deep is provided under each lavatory basin. Insulate hot water and waste pipes". 7. SECTION 12 - CARPET Specifications paragraph 3d - Extent of new carpet to be installed in Existing Lobby (Room #13) is clarified in attached drawing A2a. Contractor is to check the existing,, conditions and extent in the field before submitting a bid. CRC -2 ADDENDUM #1 poi 9 1 lOael- -qr l3d MMtN d 1itsribca '1 -0 w►i4ve_ . N/'1'j2C-nWaJ cpi-w G CJ 0*d — r Noll- �1 erv2ilrlg Manager Attorney clerk ROUTE TO Admin. Services (J.deR.) FROM: Bruce lOr; (Person Opening Bids) RE: BID RESULTS INFORMATION o Project Title Date •of Opening 2�2c/€o Time: 2: to PM CPmtri Rerrc lc,n Cer4er t'Dk'( arSit�n O Department Coordinating Pultr- Wept -►cc - (Person) ST • City Estimated Cost • Funding Source 23-9 -30. BIDDERS/ADDRESS BASE BID ALTERNATES TOTAL BID %� Lelo,rd AYlb A re�i+v��`pc Cas"_n '3 41-5 c Grcor_ 4v e_ b) Biaail`c e IYe3tf o:.+�ons SSb_O Mem,io f arL C/ 94025 c) Gums-Fr.xci ion O.(ccntotic:. 2` 4 ZO.O Hcnnry ( 1 C.Anrr CI 15/ OO C` K;3 R 000Pl �,�,n M iczfo .u.._ 941-103 (NOTE: FOR COMPLEX BIDS USE REVERSE SIDE) Follow-up Responsibilities: A) Recommendation of Award Memo B) Affirmative Action Name/Department C) Resolution (Rejection Only) D) Contract/Bonds/Insurance E) Purchase. Order 0 0 2/17/78 VC s(Dr2c.4IVc C31-)S(i+c-^n-fS W I(( �e SCrefernect aAnc4 Se�. e of ra ( of en a+ e-- , C I s 04 i rel7 Marc 6 J 1981c) CONTRACT DOCUMENTS INCLUDING SPECIFICATIONS FOR ADDITIONS AND REMODELING TO CENTRAL RECREATION CENTER FOR THE CITY OF SAN MATEO AT CENTRAL PARK SAN MATEO, CALIFORNIA Prepared by: LEONARD MICHAELS - AIA - ARCHITECT 1015 E. Hillsdale Blvd. Foster City, California NOVEMBER, 1980 INDEX OF CONTRACT DOCUMENTS P s Division Title Z NOTICE INVITING SEALED PROPOSALS II SCHEDULE OF DRAWINGS III GENERAL CONDITIONS IV SPECIAL CONDITIONS V SPECIFICATIONS - Consisting of the following: Section Title 1 GENERAL REQUIREMENTS AND DEMOLITION 2 CLEARING AND EARTHWORK 3 CONCRETE AND CEMENT FINISHING 5 MISCELLANEOUS IRON 6A ROUGH CARPENTRY 6B FINISH CARPENTRY AND MILLWORK 6C GLUE -LAMINATED WOOD 7A SHEET METAL WORK 7B BUILT-UP ROOFING 7C INSULATION 8A ALUMINUM WINDOWS AND SCREENS 8B GLASS AND GLAZING 8C FINISH HARDWARE 9A LATH AND PLASTER 110 9B GYPSUM WALLBOARD 9C ACOUSTICAL TREATMENT 9D RESILIENT FLOORING AND BASE 9E PAINTING 10A FOLDING PARTITION ® 10B METAL PARTITIONS 10C MISCELLANEOUS SPECIALTY ITEMS 12 CARPET 15A PLUMBING ® 15B HEATING AND VENTILATING 16- ELECTRICAL WORK CRC 2 INDEX OF CONTRACT DOCUMENTS 1 111 r O S Division VI VII VIII IX X Title PROPOSAL BID BOND* AGREEMENT** PERFORMANCE BOND* LABOR AND MATERIAL BOND* * Bond to be executed on forms furnished by Corporate Sureties ** Standard Form of Agreement of City of San Mateo. CRC 2 INDEX OF CONTRACT DOCUMENTS 2 S p i NOTICE INVITING SEALED PROPOSALS: CENTRAL RECREATION CENTER EXPANSION (CDBG) CITY OF SAN MATEO, CALIFORNIA 1. Sealed bids will be received by the City Council of the City of San Mateo, California, for the construction of: ADDITIONS AND REMODELING TO CENTRAL RECREATION CENTER, AT CENTRAL PARK, SAN MATEO, CALIFORNIA. Each bid must conform to this invitation, the plans and specifications and all other documents comprising the pertinent contract documents. 2. Copies of the plans, specifications and proposal forms are available at the Public Works Department, City Hall, 330 West 20th Avenue, San Mateo, California. A non-refundable fee of $20 per set is required. 3. All bids shall be accompanied by a bid bond, cashier's check, or certified check made payable to the City of San Mateo in an amount not -less -than ten percent (10%) of the aggregate amount of the bid. 4. The Contractor is notified that he shall comply with the requirements for Affirmative Action as set forth in the General Conditions - Section 10. 5. The time of completion for this contract shall be one hundred and fifty (150) calendar days from the date of contract. 6. The right is reserved, as the interest of the City may require, to reject any or all bids, to waive any informality in bids, and to accept or reject any items of the bid. 7. The general prevailing rate of wages applicable to the work to be done is as shown on the Federal Area Wage Determination, Decision #CA 80-5110 (including all modifications) on file in the office of the City Clerk. The Contractor is required to post a copy of the wage determination at the job site. 8. Said sealed proposals shall be delivered to the City Clerk, City Hall, 330 West 20th Avenue, San Mateo, California 94403, at or before 2:00 p.m., December 23, 1980, and they shall be opened and read by the City Manager at said date and time at a public meeting called by him. 9. Said City Manager shall report the Council at a later date, at which time to the lowest responsible bidder as so dictate, City Council may exercise its any or all bids. results of the bidding to the City the City Council may award the contract reported; or as the City's interest may right to modify the award or to reject 10. The City reserves the right to retain the Contractor's ten retention for a period of thirty-five (35) calendar days beyond the Notice of Completion with the County. Dated: November 1980 percent the filing of /s/ JOHN J. MURRAY, JR. MAYOR Yf-41 II SCHEDULE OF DRAWINGS • • • • • p • • Al SITE PLAN, DETAILS & INDEX A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS & SECTIONS A4 INTERIOR ELEVATIONS A5 REFLECTED CEILING PLAN, ROOF FRAMING PLAN & DETAILS A6 FOUNDATION & DECK FRAMING PLANS & DETAILS A7 ROOF PLAN & DETAILS A8 ROOM FINISH, DOOR & WINDOW SCHEDULE & DETAILS A9 EXTERIOR DECK,STAIRS, MISCELANEOUS DETAILS S1 GENERAL STRUCTURAL NOTES & DETAILS M1 HEATING & VENTILATING PLANS & DETAILS El ELECTRICAL PLAN • CRC -2 SCHEDULE OF DRAWINGS 1 OFFICE OF THE MAYOR • • TO CONTRACTORS AND SUBCONTRACTORS 330 WEST TWENTIETH AVENUE SAN MATEO. CALIFORNIA 94403 TELEPHONE: (4151 574.6765 Thank you: for your interest in bidding on this City of San Mateo project which is funded through the Community Development Block Grant program • from the Department of Housing and Urban Development. There are two requirements for participation in this program I would like to highlight: 1) That to the greatest extent feasible, employment and training • opportunities for work connected with this project be given to lower - income residents of the City of San Mateo; and, 2) That, to the greatest extent feasible, work connected with this project be awarded to businesses located in the City of San Mateo or owned in . substantial part by a resident of the City of San Mateo. While these requirements will not impede the competitive bidding process on this project, we must take them into account in awarding contracts. We ask your active cooperation in seeking out local residents to fill regular or trainee vacancies you may have as well as encouraging local businessmen to bid a portion of the work. The Public Works staff will be happy to provide you with further information and assistance on these requirements. • • Sincerely, • 4' t : �_IL ---an 111 L it 4111 finial! 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I s ..�ern�_ I ' • • if I' ' i‘lk ! i; it It =e G5 I 6a • -10 0 EC 4 ft J ft Z w III GENERAL CONDITIONS GENERAL CONDITIONS SECTION 1 DEFINITIONS AND TERMS Whenever in these specifications,. or in any documents or instruments where these specifications govern, the following terms or promouns in place of them are used, the intent and meaning shall be inter- • preted as follows: CITY: The City of San Mateo, A Charter City, located in San Mateo County, California; also sometimes referred to as the "CITY". • • • • OWNER: The City of San Mateo. COUNCIL: The City Council of the City. MANAGER: The City Manager of the City. ARCHITECT: Shall mean Leonard Michaels, AIL, Architect or his duly authorized agent. ADVERTISEMENT: The published notice inviting sealed proposals for the construction of the project. BIDDER: Any individual, firm, co -partnership, or corporation submitting a proposal for the work contemplated, acting either directly or through properly authorized agents. CONTRACTOR: Shall mean the Bidder that is awarded the contract for the work. PROPOSAL FORM: The approved form on which the Architect requires formal bids be • prepared and submitted fqr the work. PROPOSAL: The offer of the bidder for the work when made out and submitted on the prescribed proposal form, properly signed and guaranteed. • GENERAL CONDITIONS 1-1 CONTRACT: The written agreement covering the performance of the work and the furnishing of labor and materials in the construction of the work. The contract shall include the notice to contractors, the proposal, • •plans, specifications, special provisions and contract bonds; also any and all supplemental agreements amending or extending the work contemplated and which may be required to complete the work in a substantial and acceptable manner. • PLANS: The official plans, profiles, typical cross -sections, general cross- section, working drawings and supplemental drawings, or exact repro- duction thereof approved by the Architect, which show the location, character, dimensions and details of the work to be done, and which • are to be considered as a part of the contract supplementary to these specifications. SPECIFICATIONS: The directions, provisions, and requirements contained herein as supplemented by such special provisions as may be necessary, per- taining to the method and manner of performing the work or to the quantities and qualities of materials to be furnished under the con- tract. The special provisions are specific clauses setting forth conditions or requirements peculiar to the project under consider- ation and covering work or materials involved in the proposal and • estimate but not satisfactorily covered by these specifications. Supplemental agreements are written agreements executed by the Con- tractor and Architect, covering alterations, amendments or exten- sions of the contract, as hereinafter provided. DATE OF ACCEPTANCE: • The date on which the Council authorizes the issuance of a certifi- cate of satisfactory completion and acceptance. DEFINITION OF WORDS: Wherever, in these specifications, the words directed, required, • permitted, ordered, designated, or words of like i p rt are used, they shall be understood to mean the direction, requirement, permis- sion, order or designation of the Architect. Similarly, the words approved, acceetabble, satisfactory, shall mean approved by, accept- able to, or sat iisffacctory to the Architect. • The words shown, indicated, noted, called for shall mean indicated, noted, called for on the drawings for the work referred to. The word equal shall mean or equal in the opinion of or approval in writing by the Architect as hereinafter provided. THE WORK: All the work specified in the special conditions,proposal or con- tract, or indicated on the plans as the contemplated improvement covered by the contract. • • GENERAL CONDITIONS 1-2 SECTION 2 PROPOSAL REQUIREMENTS AND CONDITIONS CONTENTS OF PROPOSAL FORMS Prospective bidders will be furnished with proposal forms which • will state the location and description of the contemplated con- struction with a schedule of items for which lump sum and/or unit prices are asked; also instructions in regard to list of subcon- tractors and a statement form. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL CONDITIONS AND SITE • 7OIt2i The bidder shall examine carefully the site of the work contem- plated and the proposal, plans, specifications and contract forms therefor. It will be assumed that the bidder has investigated and is satisfied as to the conditions to be encountered,as to the char- • acter, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of these specifica- tions. Specific data required in regard to Public Utility Companies' pipes, conduits and structures shall be obtained by the contractor from said Public Utility Companies. In case there should be any rub- • bish, stumps, trees, brush or other incumbrances on the line of work not covered by separate heading, they shall be removed by. the Contractor at his own expense. The Contractor shall accept the site as he finds it and proceed with the work under the contract. The Contractor shall stake out AI all work from data furnished on the drawings and shall establish all necessary bench marks, lines and levels. PROPOSAL FORMS All proposals shall be made upon forms to be obtained from the City. All items shown on Schedule of Bid Items shall be pro- perly filled in and each sheet signed and shall include all costs of labor, materials, equipment, State, Federal or other taxes ap- plicable to the transaction. The completed forms shall be without interlineations, erasures or alterations of any nature. If the proposal is made by an individual, his name and post office ad- • dress must be shown. If the proposal is made by a partnership, the name and address of each member of the firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles and business addresses of the pres- ident, secretary and treasurer of said corporation. Bidder shall sign each page of bid form in the space provided for bidder's sig- nature. i GENERAL CONDITIONS 2-1 PRESENTING AND MARKING' PROPOSAL Proposal must be presented to the City Manager under sealed cover and plainly marked on the outside,. Proposal for Additions & Remodeling to Central. Recreation Center, . City of San Mateo, California. BIDDER'S GUARANTY • Proposal shall be presented under sealed cover and shall be accom- panied by a cashier's or certified check or bidder's bond made payable to the City of San Mateo, for an amount equal to at least ten percent (10%) of the aggregate amount of said bid, and no bid shall. be considered unless such cashier's or certified check, or bidder's bond is enclosed therewith. • WITHDRAWAL OF PROPOSALS Any proposal or bid may be withdrawn by the bidder prior to, but not after, the time fixed for the opening of bids, provided that a written request, executed by the bidder or his duly authorized re- • presentative, be filed with the City 'Manager, requesting the with- drawal of such bid. The withdrawal of a bid shall not prejudice the right of the bidder to' file a new bid. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indicated in the notice to contractors. Bidders or their author- ized agents are invited tobe present. REJECTION OF PROPOSALS AND DISQUALIFICATION OF BIDDERS • Proposals may be rejected if they show any alterations'of the form. additions not called for, conditional bids, incomplete bids,erasurc or irregularities of. any kind. Any statement of qualification in proposal form, or attached there to or included therewith, serving to qualify proposal, or containing conflicting statements, or otherwise rendering proposal ambiguous or uncertain, will dis- f qualify the bid. More than one proposal from an individual, firm, partnership, corporation or association under the same or different Fames, will not be considered, Reasonable ground for believing that any bidder is interested in more than'one proposal for the work contemplated, will cause the rejection of all proposals in which the bidder in interested. The City reserves the right tore- * ject any and all proposals. RETURN OF PROPOSAL GUARANTIES Within ten (10) days after the award of the contract, the City Clerk will return the proposal guaranties accompanying ouch of the proposals which are not to be considered in making the award. All other proposal guaranies will be held until the contract has been finally executed, after which they will be returned to the respec- tive bidders whose proposals they accompany, • GENERAL CONDITIONS 2-2 OOt1PETENCY OF BIDDER Each bidder will be required to furnish satisfactory evidence that he has sufficient means, plant, equipment and experience to enable him to undertake and successfully complete the work herein contem- plated. • • • • • • GENERAL CONDITIONS 2-3 SECTION 3 AWARD AND EXECUTION OF CONTRACT AWARD The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed, provided his bid is reasonable, and it is to the interest of the City to accept it. The award, if made, will be made at a • later regular Council meeting next subsequent to the opening of the proposals.; cnCUTION OF CONTRACT The contract, in form and contents satisfactory to the City, shall • be executed by the successful bidder and returned, together with the contract bonds and compensation and public liability insurance policies or certificates, within ten (10) days, not including Sundays and legal holidays, after the award of the contract. The contract provides that the complete contract consists of the following documents: the Contract, the Notice Inviting Sealed Proposals, the Accepted Bid, the General qp Conditions, the Special Conditions, the Complete Plans, Profile and Detailed Drawings and Specifications, the Faithful Performance Bond and the Labor and Material Bond. The contract further provides that in the event of any failure or discrepancy between any portion of the con- tract and any portion of the other contract documents, the contract shall prevail. No proposal shall be considered binding upon the City until IP the execution of the contract. Failure to execute the contract and file acceptable bonds, policies, or certificates as provided herein, within such ten (10) day period, shall be just cause for the annulment of the award, and forfeit of proposal guaranty to the City as liquidated damages. REPAIRS AND REPLACEMENTS Contractor shall replace, or have replaced, or repair, or have repaired, as the case may be, all pipes and monuments shown on the plans and which have been destroyed or damaged, and Contractorshall replace, or have replaced, repair or have:repaired, as the case may be, or pay to the r owner, the entire cost or replacement or repairs, of any and all property damaged or destroyed by reason of any work done hereunder, whether such property be:owned by the United States or any agency thereof, or the State of California, or any agency or political sub- division thereof, or by the City or by any public or private corporation,• or by any person whomsoever, or by any combination of such owners. • Any such repair or replacement shall be to the satisfaction, and subject to the approval of the Architect. CONTRACT SECURITY Contractor shall provide, at the time of the execution of the ! agreement or contract for the work, and at his own expense, a surety bond in an amount 'equal to at least one hundred percent of GENERAL CONDITIONS 3-1 i O s i the contract price as security for the faithful performance of maid agreement. Contractor shall also provide, at the time of the execution of the agreement or contract for the work, and at his own expense, a separate surety bond in an amount equal to at least fifty percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connec- tion with said agreement. Sureties on each of said bonds shall be satisfactory to the. City Manager. HOLD -HARMLESS AGREEMENT AND CONTRACTOR'S INSURANCE Contractor hereby agrees to, and shall, hold City, its elective and appointive boards, commissions, officers, agents and employees, including the Architect, his consultants and employees, harmless from liability for damage or claims for damage for personal injury, including death, as well as from claims for property damage which may arise from Contractor's or subcontractors', agents', or em- ployees, operations under this agreement, whether such operations be by contractors, subcontractors, or by any one ormore persons directly or indirectly employed by, or acting as agent for, Con- tractor or subcontractors. Contractor agrees to, and shall, de- fend City and its elective and appointive boards, commissions, of- ficers, agents and employees, including the Architect, his consul- tants and employees, from any suits or actions at law or in equity for damages caused, or alleged to have been caused by reason of . any of the aforesaid operations; provided as follows: (a) That City does not, and shall not, waive any rights against Contractor which it may have by reason of the aforesaid hold -harmless agreement, because of the acceptance by City, or the deposit with City by Con- tractor, or any of the insurance policies described in Paragraph "Contractor's Insurance." (b) That the aforesaid hold -harmless agreement by Con- tractor shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not City has prepared, supplied or approved of, plans and/or specifications for the work, or regardless of whether or not such insurance policies shall have been determined to be applicable to any of such damages or claims for damages, CONTRACTOR'S INSURANCE Contractor shall not commence work under any contract until Con- tractor shall have obtained all insurance required under this para- graph and such insurance shall have been approved by City as to form, amount and carrier, nor shall Contractor allow any subcon- tractor to commence work on his contract until all similar insur- ance required of the subcontractor shall have been so obtained and approved, unless the Contractor shall insure the activities of the subcontractor in his own policy. All requirements herein provided shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance:carrier. 0 GENERAL CONDITIONS 3-2 " " " a) Compensation Insurance Contractor shall take out, and maintain, during the life of his contract workman's compensation insurance for all Contractor's employees employed at the site of improvement, and in case any work is sublet, Contractor shall require any subcontractor similarly to provide workman'scompensation insurance for all subcontractor's employees, unless such employees are covered by the protection afforded by Contractor. In case any class of employees engaged in work under this agree- ment at the site of the project is not protected under any workmen's compensation law, Contractor shall provide, and shall cause each sub -contractor to provide, adequate insurance for the protection of employees not otherwise protected. Contractor hereby indemnifies the Owner for any damage resulting to it from failure of either Contractor or any sub -contractor to take out or maintain such insurance. Workmen's Compensation shall be as required by State Law, and including Employer's Liability Insurance with a limit of not less than $2,000,000.00 and any insurance required by any Employees Benefit Acts or other statutes applicable where the work 'is to be performed as will protect the Contractor and Subcontractors from any and all Liability under the aforementioned acts. The Workmen's Compensation Policy shall contain. an en- dorsement waiving all rights of subrogation against the Owner, its officers, agents and employees, including the Architect, his consultants and employees. b) Public Liability and Property Damage Insurance. Contractor shall take out and maintain during the life of,his contract the following minimum public liability and property damage insurance, all policies for which shall include as additional insured the Owner, its officers, agents and employees, in- cluding the Architect, his consultants and employees. 1. Comprehensive General Liability Insurance (including Contractor's Protective Liability) in an amount not less than $1,000,000.00 for any one occurrence whether in- volving bodily injury liability (or death resulting therefrom) or property damage liability or a combination thereof with an aggregate limit of $1,000,000.00. Such insurance shall provide for explosion, collapse and underground coverage. Such insurance shall insure con- tractor, and all additional insured, as listed above, against any and all claims for bodily injury, including . death resulting therefrom and damage to or destruction of property of any kind whatsoever and to whomsoever be- longing and arising from his operations under the Contract and whether such operations are performed by Contractor, Sub -contractor, or any of their Sub -contractors, or by any one directly or indirectly employed by any of them. GENERAL CONDITIONS 3-3 f r. 0 2. Comprehensive Automobile Liability Insurance including.:. the Ownership, maintenance, and operation of any ay.tomotive equipment, owned, hired, and non -owned, in the following amounts: (1) Bodily injury, each person $ 500,000.00 (2) Bodily injury, each occurrence 51,000,000.00 (3). Property Damage Liability $ 100,000.00 Such insurance shall insure Contractor and/or Sub- contractors against any and all claims for bodily injury, including death resulting therefrom and damage to the property of others caused by accident and arising from his operations under the Contract and whether such operations are performed by Contractor, Subcontractors, or any of their Subcontractors or by any one directly or indirectly employed by any of them PROOF OF CARRIAGE OF INSURANCE All policies shall be open to inspection'by the Owner. Certificates of required insurance shall be filed with the Owner and shall be subject to his approval for adequacy of protection. All policies shall contain the following clause: " This policy is not cancellable or subject to reduction of coverage by the insurer in less than ten (10) days'.after having given written notice delivered by registered mail to the Owner of such cancellation or reduction of coverage." The Contractor shall require all intermediate and Subcontractors to take out and maintain similar policies of insurance, subject to these requirements. Should any such policy be cancelled before final completion of the work herein contemplated and the Contractor should fail immediately to procure other insurance as herein required, then the Owner may procure such insurance and deduct the cost thereof from the amount due to the Contractor. If the Owner is damaged by failure of the Contractor to maintain such insurance, he may recover as stipulated in the Contract for recovery of damages. COPIES FURNISHED Unless otherwise provided in the Contract Documents,: the Contractor will be furnished, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shalt keep one copy of all drawings and specifications on the work, in good order, available to the Architect and to his representative. .GENERAL CONDITIONS 3-4 GUARANTEES Contractor shall guarantee that the work under this Speci- fication will be free from faulty materials or workmanship and hereby agrees, upon receiving notification from the City, to immediately remedy, repair, or replace, without cost to the City and to its entire satisfaction, all defects, damages or imperfections appearing in said work within a period of one (1) year after date of final acceptance by the City of all work done under this Specification, regardless of whether or not the City or persons operating under contract with the City partially or wholly occupies any portion of the work prior to acceptance. Payments to Contractor shall not relieve Contractor of these obligations. • Guarantees shall be in the form outlined below and shall be submitted in duplicate by the Contractor and submitted on his own letterhead. r' i • • • GUARANTY -WARRANTY FOR We hereby warranty and the General Contractor guarantees that the has been done in accordance with the Drawings and Specifications and that the work as installed will fulfill the requirements of the guaranty -warranty included in the Specification. We agree to repair or replace any or all of our work together with any other adjacent work which may be displaced or damaged by so doing, that may prove to be defective in its workmanship or materials within a period of one year from date of accep- tance of the above -named without any expense to the City, ordinary wear and tear and unusual abuse or neglect excepted. In the event of our failure to comply with above -mentioned conditions within thirty (30) days after being notified in writing by the City, we, collectively or separately, do hereby authorize the City to proceed to have said defects repaired and made good at our expense and we will honor and pay the costs and charges therefor upon demand. Signed (Subcontractor) Countersigned (Contractor) In addition to general guarantee by Contractor, guarantees shall be provided for all subcontract work where required in the Specifications. GENERAL CONDITIONS 3-5 SECTION 4 SCOPE OF WORK • WORK TO BE DONE The work to be done consists of furnishing all labor, plant, methods or process, implements, tools, machinery and materials, except as otherwise specified, which are required to construct • the work as designated on the plans and in the specifications ready for use, and to leave the grounds in a neat condition. The work is located at Central Park, Fifth and Laurel, San Mateo, California. The exact location is shown on the drawings. Any items marked N.I.C. or noted to be furnished -by the Owner are not included in this work. CHANGES IN THE WORK • The Owner, without invalidating the contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract. No extra work or change shall be made unless in pursuance of a r, written order from the Owner signed or countersigned by the Arch- itect, or a written order from the Architect stating that the' Owner has authorized the extra work or change, and no claim for an addition to the contract sum shall be valid unless so ordered. The value of any suchextra work or change shall be determined in • one or more of the following ways: a - By estimate and acceptance in a lump sum. b - By unit prices named in the contract or subsequently agreed upon. c - By cost and percentage or by cost and a fixed fee. If none of the above methods is agreed upon, the Contractor, pro- vided he receives an order as above, shall proceed with the work. In such case and also under case c, he shall keep and present in such form as the Architect may direct, a correct account of the net cost of labor and materials, together with vouchers. In any case, the Architect shall certify to the amount, including rea- sonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Architect's certificate. • • CLAIMS FOR EXTRA COST If the Contractor claims that any instructions by Drawings or otherwise involve extra cost under this contract, he shall give the Architect written notice thereof within a reasonable time af- ter the receipt of such instructions, and in any event before proceeding to execute the work. No such claim shall be valid unless so made. GENERAL CONDITIONS 4.1 REMOVAL OF OBSTRUCTIONS Obstructions not designated for removal by others, or set up under separate heading, shall be removed and disposed of by the Contrac- tor at his own expense. SP CLEANING UP The Contractor shall at all times keep the premises free from ac- cumulation of waste materials or rubbish caused by his employees or work and upon completion and before making application for ac- ceptance of the work, he shall remove all his rubbish from and about the buildings and all his tools, scaffolding and surplus materials, temporary structures and equipment from all ground oc- cupied by him in connection with the work and shall leave his work "broom clean" provided the Contractor shall also clean up all glass and mirrors, remove all paint stains, putty and mortar with- out scratching or impairing the glass and wash and polish same . inside and outside. Clean and polish fixtures, equipment and hardware; and remove all dirt and dust. The provisions of this paragraph apply equally to all subcontractors. TEMPORARY TELEPHONE SERVICE The Contractor shall provide and pay for, until the completion and acceptance of the work, telephone service in the field office for himself and his subcontractors, the Architect and any inspec- tors or other persons designated by the Architect. The telephone service for the Architect and inspectors shall have a. separate line from that of the Contractor and his subcontractors and shall be used for all purposes connected with the superintendence of the work. • TEMPORARY WIRING The Contractor shall provide, erect,maintain and remove at his own expense all temporary wiring for lights and power. He shall pay for the cost of all current consumed. The Contractor shall also furnish and maintain all extension cords and/or lamps re- quired for use of all trades. • TEMPORARY HEAT The Contractor shall provide and maintain at his own expense all temporary heat required to protect all work and materials against injury from dampness and cold and to dry out buildings. Fuel, equipment and methods shall be subject to the approval of the Architect. WATER The Contractor shall provide, maintain and remove at his own ex- pense all temporary piping for water supply. He shall pay for the cost of all water consumed. • GENERAL CONDITIONS 4-2 t SECTION 5 CONTROL OF WORK AUTHORITY OF ARCHITECT The Architect shall decide all'questions which may arise as to the quality or acceptability of materials used and the work performed and as to the manner or performance and rate of progress of the work; all questions which may arise regarding the interpretation of the plans and specifications; all questions concerning the ac- ceptable fulfillment of the contract on the part of. the Contrac- tor; and all questions as to compensation. His decision shall be final and he shall have authority to enforce and make effective such decisions and orders which the Contractor fails to carry out promptly. PLANS The approved plans shall be supplemented by such workingdrawings as may be necessary adequately to control the work. All author- ized alterations affecting the requirements and information given on the approved plans shall be in writing. No changes shall be made on any plan or drawing after the same has been approved by the Architect, except by his direction. Any shop or workingdraw- ings furnished by the Contractor shall be at his own expense and are subject to approval, unless approval be waived by the Archi- • tect. All such plans shall be in conformity with the approved plans, and, although approved by the Architect, such approval shall not relieve the Contractor of any responsibility for accur- acy of dimensions or details. CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS Finished surfaces in all cases shall conform with the lines, grades, cross -sections and dimensions shown on the approved plans, except those deviations required by the exigencies of construc- tion, which will in all cases be determined by the Architect and authorized in writing. COORDINATION OF PLANS, SPECIFICATIONS AND SPECIAL CONDITIONS These specifications and the plans, special conditions and sup- plementing documents are essential parts of'the contract and a requirement occurring in one is as binding as though it occurred in all. They are intended to be cooperative, to describe and provide a complete work. INTERRELATION OF PLANS AND SPECIFICATIONS Should it appear to the Contractor that the work to be done or 4 any of the matters relative thereto are not sufficiently detailed or explained on the plans or in the specifications and special conditions, he shall apply to the Architect for clarification necessary for him to proceed, and shall conform to the same as 0 • GENERAL CONDITIONS 5-1 EQUIPMENT AND PLANT i • 1 a • • • Equipment not suitable to produce the quality of work required will not be permitted to operate on the project. Plants shall be designed and constructed in accordance with general practice for such equipment and shall be of sufficient capacity and character to insure sufficient material to complete the work in the time specified. The Contractor shall provide and maintain adequate and suitable plants and equipment to meet the above requirements and, when ordered by the Architect, shall remove unsuitable plants and equipment from the premises. All vehicles used to haul materials over existing streets or highways shall be equipped with pneumatic tires. FINAL INSPECTION AND REINSPECTION a. The Architect will not make the final inspection until all the work provided and contemplated by the contract has been completed and final cleaning up performed. b. Request for Final Inspection: When the work is completed, as well as the provisions under "Prerequisites to Final Payment", the Contractor shall notify the Architect in writing that the work will be ready for final inspection on a definite date which shall be stated in such notice. The notice shall be given at least five (5) days in advance of said date. c. Except for minor touch-up work, ALL work of the Contract shall be completed and all Mechanical and Electrical systems opera- ting and checked by the Contractor and manufacturer's represen- tatives BEFORE a final inspection is requested by the Contractor. d. Within ten (10) days after the Final inspection, a written list of any deficiencies consisting ofitems to be completed or corrected before acceptance of the building shall be fur- nished to the Contractor. Such completion or correction shall be done within thirty (30) days after the final inspection. e. A Follow -Up Inspection will be made by the Architect and/or City representatives within thirty (30) days after the final inspection. Contractor shall arrange for the presence of subcontractors whose work was on the list of deficiencies. PREREQUISITES TO FINAL PAYMENT Before final payment upon subject to the provisions Section 9 (page 9-2),.the Documents shall have been the Contract is authorized and/or paid, of 'Final Payment' in General Conditions following requirements of the Contract fulfilled: a. Satisfactory completion of all construction work and by the City. b. The submission by the Contractor to the Architect of required written guarantees. acceptance all • GENERAL CONDITIONS 5-3 SECTION 6 CONTROL OF MATERIALS jATERIALS. APPbIANCES, EMPLOYEES • Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified all materials shall be new and both workmanship and materials shall be of good quality. The Contrac- tor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the work, any unfit person or anyone not skilled in the work assigned to him. • r MATERIALS. FURNISHED The Contractor shall furnish all materials required to complete the work except such materials as may be designated in the Spe- cial Conditions to be furnished by the City. SAMPLES AND TESTS At the option of the Architect, the source of supply of each of the materials shall be approved by him before delivery is started or any of the materials used in the work. Representative prelim- * inary samples of the character and quality prescribed shall be submitted by the Contractor of all materials to be used in the work for testing orexamination as requested by the Architect. All tests of materials submitted by the Contractor shall be made in accordance with commonly recognized standards of national or- ganizations and such special methods and tests as are prescribed • in these Specifications. The Constractor shall furnish such samples as are requested by the Architect, without. charge, No material shall be used until it has been approved by the Archi- tect. Samples will be secured and tested whenever necessary to determine the quality of the material. • DEFECTIVE MATERIALS All materials not conforming to these Specifications shall be considered defective, and all such materiels, whether in place or not, shall be rejected and shall be immediately removed from the site of the work, unless otherwise permitted to remain, by the • Architect. Rejected material, the defects of which have been subsequently corrected, shall not be used until approval in wri- ting has been obtained from the Architect. Upon failure of the Contractor to comply forthwith with any order of the Architect i GENERAL CONDITIONS 6-1 made under the provisions of this article the Architect shall have the authority to remove and replace defective materials and to deduct the cost of same trom any monies due or become due the Contractor.• • ZaiRraliatarEALM In these specifications, whenever the trade names of a product or the names of manufacturers appear, it shall be understood to spe- cify the products so identified or their approved equal. The words "or equal" or "approved equal" shall mean equal in the opin- ion of and approved by the Architect in writing. Each bidder shall have fifteen (15) days after the date of award • of the contract for the submission of data substantiating a re- quest for a substitution of "an equal" item. • STORAGE OP MATERIALS The Contractor shall at all times carefully and properly protect all materials of every description both before and after being used in the work and provide any enclosing or special protection from the weather deemed necessary by the Architect, without adds- • tional cost to the City. Partial payments will not relieve the Contractor of any of his responsibility. The Contractor shall make whatever arrangements he may deem necessary to obtain adequate space for the storage of tools, materials and equipment during the entire period of construction, and shall cooperate with other Contractors on the work in regard to provision of storage for • their materials. Storage and stockpiling shall be confinedto those areas designated or approved by the Owner. • • • • • GENERAL CONDITIONS 6-2 8EO IQN 7 LEGAL RELATIONS AND RESPONSIBILITY_ • LAWS TO BE OBSERVED In all operations connected with the work, the charter and all ordinances of the City of San Mateo, and all laws of the United States and the State of California which shall be or become appli- cable to and control or limit in any way the actions of those engaged in any way as principal agent, shall be respected and strictly complied with. The Contractor shall keep himself fully informed of all State and National laws and City ordinances and regulations, and revisions thereto that in any way affect those engaged or employed in or on the work or in any way affecting the conduct of the work, and of all orders or decrees of bodies of officials having jurisdiction or authority over the same, He shall himself, at all times observe and comply with and cause any and all persons, firms or corporations employed by or under him, to observe and comply with all. such laws, ordinances and regula- tions, orders and decrees. He shall protect and indemnify the • said City of San Mateo, and its officers, employees and agents, including the Architect, his consultants and employees, against any claim of liability arising from or based on the violation of any such law, ordinance, regulation, order or decree whether by himself or his employees. If any discrepancy -or inconsistency is discovered in the plans, drawings, specifications or contract for the work in relation to any such law, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Architect in writing. HOURS OF LABOR • • The Contractor shall forfeit, as penalty to the City of San Mateo twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or by any subcontractor under him for each calendar day during which any workman is required or permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of • the provisions of the Labor Code and in particular, section 1810 to section 1816 thereof, inclusive. LABOR DISCRIMINATION Attention is directed to section 1735 of the Labor Code, as added • by Chapter 643 Statutes of 1939, which reads as follows: "No discrimination shall be made in the employment of persons upon public works because of the race, color or religion of such persons and every contractor for public works violating this sec- tion is subject to all the penalties imposed for a violation of this chapter." • • GENERAL CONDITIONS 7-1 PREVAILING WAGE The Contractor shall forfeit as penalty to the City of San Mateo • twenty-five. dollars ($25.00) for each calendar day or portion thereof, for each workman paid less than the stipulated prevail- ing rates for such work or craft in which such workman is em- ployed under the contract by hit or by any subcontractor under him, in violation of the provisions of the Labor Code and in part- icular, Sections 1770 through 1781 thereof. It is stipulated that • the provisions of Labor Code Section 1775 shall be complied with. The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in ex- cess of the prevailing wage rate set forth in the contract. The • sideredlbyyof the Contractorincreases determinin the hiselements andto be con - will y g � not, under any circumstances be considered as the basis of a claim against the City on the contract. See page 7-5 (last para.) for WEEKLY PAYROLL SUBMISSION REGISTRATION OF CONTRACTORS • Before submitting bids, contractors shall be licensed in accord- ance with the provisions of an act entitled, "An act providing for the registration of contractors, and defining the term con- tractor; providing a method of obtaining licenses to engage in the business of contracting, and fixing the fees for such licen • ses; providing a method of suspension and cancellation of such licenses; and prescribing the punishment for violation of the provisions of this act," codified as Chapter 37 of the Statutes of 1939, as amended. APPRENTICES • In accordance with the provisions of Section 1777.5 of the Labor Code, as amended by Chapter 971, Statutes of 1939, and in accord- ance with the regulations of the California Apprenticeship Council, properly indentured apprentices may be employed in the prosecution of the work. Information relative to number of apprentices, iden- tification, wages, hours of employment and standards of working conditions shall be obtained from the Director of the Department of Industrial Relations, who is the Administrative Officer of the California Apprenticeship Council. FAIR LABOR STANDARDS ACT • The attention of the bidders is invited to the fact that the City of San Mateo has been advised by the Wage and Hour Division, U.S. Department of Labor, that contractors engaged in public construc- tion work are required to meet the provisions of the Fair Labor Standards according to the laws of the State of California. PERMITS AND LICENSES The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. • • .GENERAL CONDITIONS 7-2 PATENTS • • • • • • All fees or claims for any patented invention, article or arrange- ment that may be used upon or in any manner connected with the do- ing of the herein proposed work or any part thereof shall be included in the price bid for doing the work herein proposed, and the Contractor and his sureties shall protect and hold any and all departments of the City of San Mateo, together with all its officers and employees, including the Architect, his consultants and employees, harmless against any and all suits and claims brought or made by the holder of any invention, patent, copyright or trademark, or growing out of any alleged infringement of any invention, patent, copyright or trade- mark, and before final payment is made on account of the contract, the Contractor shall furnish acceptable proof to the Architect of a proper release from all such fees or claims. SANITARY PROVISIONS The Contractor shall comply with all of the sanitary regulations prescribed by the Department of Public Health of the State of Cal- ifornia and the City of San Mateo and shall provide temporary toi- let facilities at the site for the use of all personnel during per- formance of the work. These facilities shall be kept in a clean and sanitary condition at all times and shall be removed upon completion of the work. PUBLIC CONVENIENCE AND SAFETY The Contractor shall, at his own expense furnish, install and main- tain all necessary signs, lights, barricades, stairs, railings, bridges, other safety devices and all necessary flagmen; and shall, take all other necessary precautions to prevent damage to life or property. If the safe and proper conduct of the work requires the closing to public travel of any public street or way, or any part thereof, with consequent interruption of, or diversion of traffic, or if the work is adjacent to such a street or way, the Contractor shall furnish, erect and maintain through the progress of the work such warning, detour and other signs, barricades, fences, stairs, railings, under- passes, bridges or other temporary structures as may be necessary for the safe and convenient passage of traffic through, passed, around, over or under the work. The Contractor shall notify the City Fire and Police Departments whenever it is necessary to close a street, also when, said street is again open for traffic. During the hours of darkness, sufficient red lights or flares shall be maintained in good order on or at all such temporary structures and at a suitable distance theretroi to warn the approaching traffic, and, if necessary, such signs and structures shall be artificially illuminated to insure adequate visibility. • PRESERVATION OF PROPERTY Due care shall be exorcised to avoid injury to existing improvements or facilities, utility facilities, adjacent property and trees and shrubbery that are not to be removed. Trees and shrubbery not to be • GENERAL CONDITIONS 7-3 removed and pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines under or above ground, sewer and water lines and any other • improvements or facilities within or adjacent to the work shall be protected from injury or damage, and if ordered by the Architect, the Contractor shall provide and install suitable safeguards to protect the same. Full compensation for furnishing all labor, materials, tools and equipment and doing all work involved in protecting or repairing damage to property as above specified, • shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be made therefor. The Contractor shall furnish, maintain and use such dust -laying equipment as may be necessary to protect adjacent property from damage caused by dust from any of the operations of the Contractor and he shall be liable for any damage caused by • said dust due to negligence in the use of said dust controlling equipment. Failure on the part of the Contractor to control dust, mud, dirt and refuse from his operations shall be cause for stopping said work until dust, mud, dirt and refuse are controlled and any expense caused by such delay shall be borne by the Contractor. • RESPONSIBILITY FOR DAMAGE Except as otherwise provided, until the formal acceptance of the work by the City of San Mateo, the Contractor shall have the . charge and care thereof, and shall bear the risk of injury or damage to any part thereof, from any cause whatever, whether arising from • the execution or non -execution of the work. The Contractor shall rebuild, restore, repair and make good all injuries or damages to any portion of the work occasioned by any of the above causes before its acceptance and shall bear the expense thereof, except for such injuries or damages as are directly or proximately caused by. the Federal Government or the public enemy. In the case of • suspension of the work, it will not in any way relieve the Con- tractor of his responsibility in the protection of materials and the work. COOPERATION BETWEEN CONTRACTORS • Where two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each Con- tractor shall be responsible to the other for any damage:to work or injury to person or property or forloss caused by failure to complete the work within the time specified. In the event of any • damages or delays by any Contractor, the opinion of the Architect shall be final. See also Special Conditions, Paragraph 16'. The Contractor shall insist upon complete cooperation and correlation of work between each and every subcontractor employed on the work. • • GENERAL CONDITIONS 7-4 FIRE PROTECTION • The Contractor shall provide access to all fire hydrants located along the line of his work. Such access shall meet the approval of the City Fire Department and should it be necessary to close a portion of a street for a limited time, such street shall not be closed until the Contractor has the approval of said Fire Department, and he has also notified the Police Department of such closure. ® Fire and Police Departments shall be notified when a street is opened after it has been closed. Approval shall be obtained from the Fire Department for the use of any fire hydrant. • CUTTING, PATCHING . The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other Contractors shown upon, or reasonably implied by, the Drawings • and Specifications for the completed structure, and he shall make good after them as the Architect may direct. Any cost caused by defective or ill-timed work shall be borne by the party respon- sible therefor. The Contractor shall not endanger any work by cutting, excavating • or otherwise altering the work and shall not cut or alter the work of any other contractor save with the consent of the Architect. REPAIR OF DAMAGE Contractor shall repair and/or replace any damage to existing • buildings, grounds, planting, trees, walks, roadways, utilities and any damage of any kind whatsoever to adjacent properties done by reason of his work. DEDUCTIONS FOR UNCORRECTED WORK • If the City deems it inexpedient to correct work injured or done not in accordance with the contract, an equitable deduction from the contract price shall be made therefrom. WEEKLY PAYROLL SUBMISSION • Each contractor and subcontractor and any lower -tier subcontractor shall submit weekly payrolls for each workweek from the time he starts work on the project until he completes his work. If he performs no work on the project during a given workweek, he may either submit a payroll with the notation "no work performed during this workweek" or submit a letter to that effect. He should identify his initial and final payrolls by • marking them "Initial" and "Final." Payrolls shall be completed and submitted no later than seven work days following completion of the workweek. GENERAL CONDITIONS 7-5 PROPERTY RIGHTS IN MATERIALS Nothing in the Contract shall be Contractor any right of property after they have been attached or the same shall be and remain the construed as vesting in the in the materials used in the work affixed to the work or soil, but property of the City of San Mateo. ACCIDENT PREVENTION Precaution shall be exercised at all times for the protection of all persons, including employees of the Contractor and the City, and property. The Safety provisions of Title 8, Chapter. 4, "Division of Industrial Safety -Safety Orders", State of California and the Uniform Building Code and other applicable building and construction codes shall be observed. Machinery, equipment, openings, power lines, and all other hazards shall be guarded or eliminated in accordance with the safety provisions of Title 8, and the Manual of Accident Prevention in Construction, published by the Associated General Contractors of America. PROTECTION OF ADJOINING LANDS AND STRUCTURES Contractor shall take all measures necessary or appropriate for the protection of adjoining lands and structures. OVERLOADING The Contractor shall be responsible not to overload any part or parts of structures beyond their safe calculated carrying capacities by placing of materials, equipment, tools, machinery and any other item thereon. No loads shall be placed on floors orr roofs before they have attained their permanent and safe strength. GENERAL CONDITIONS 7-6 " SECTION 8 PROSECUTION AND PROGRESS SUBCONTRACTING The Contractor shall be wholly responsible for the prosecution of the work, whether by Contractor or by Contractor's employees. " or by any subcontractor, or any subcontractor's employees, and Contractor shall give his personal attention to the fulfillment of the contract. " Subcontractors will not be dealt with by City, except through Contractor, and all persons engaged in the work shall be con- sidered as employees of the Contractor, and their work shall be subject to all the provisions of the contract and these speci- fications. Should a subcontractor fail to prosecute the work in compliance with these specifications, he may, upon written request to the Contractor by the Architect, be removed and shall not again be employed on the work. No subcontractor, except those whose names were submitted with the proposal will be per- mitted to perform any part of the work unless by special permission in writing from the City Council. ASSIGNMENT " The performance of the contract shall not be assigned except upon written consent of the City Council. Consent will not be given to any proposed assignment which would relieve the Contractor or his surety of their responsibilities under the contract. " PROGRESS OF THE WORK After the execution of the contract, the Contractor shall, within the specified time designated, begin the work and shall diligently prosecute the work to completion within the time limit set forth in the proposal. " CHARACTER OF WORKMEN The Contractor shall neither permit nor suffer the introduction or the use of spirituous liquors upon or about the work or upon any ground occupied by him in the prosecution of the work. If any subcontractor or person employed by the Contractor fails or refuses " to comply with the directions of the Architect, or conducts himself in a disorderly, improper or incompetent manner, he shall be immedi- ately discharged upon request in writing of the Architect. TEMPORARY SUSPENSION OF WORK " When conditions at thq site of the proposed work are considered by the Architect to be unsatisfactory for the prosecution of the work, the Contractor may be ordered in writing to suspend a part or 411 of the work until reasonable conditions for its prosecution exist. When such suspension is not due, in the opinion of the Architect, " 8-1 GENERAL CONDITIONS to the fault or negligence of the Contractor, the time allowed for nznpletion of such suspended work will be extended by a period of time equal to that lost due to the delay occasioned by the ordered suspension. • TIME OF COMPLETION AND LIQUIDATED DAMAGES The Contractor shall complete the work called for under the contract in all parts and requirements within the number of calendar days specified in the Proposal or in the contract. It is agreed by the parties to the contract that in case all the work • called for under the contract in all parts and requirements, is not completed within the number of calendar days as set forth in the Proposal or in the contract, damage will be sustained by the City of San Mateo, and that it is and will be impractical and extremely difficult to ascertain and determine the actual damage sustained by such delay; it is therefore agreed that the Contractor • will pay to the City of San Mateo, the sum of fifty ($50.00) dollars per day for each and every day's delay in finishing the work in excess of the number of calendar days prescribed, and the Contractor agrees to pay said liquidated damages as herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any monies due or that may become due under the • contract. It is further agreed that in case the work called for under the contract is not completed in all its parts and requirements within the number of calendar days specified, City shall have the right to increase the number of calendar days or not, as may seem best to serve the interest of the City, and if City decides to increase the said number of calendar days, City shall further have • the right to charge to the Contractor, and deduct from the final payment for the work all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence,and other overhead expenses which are directly chargeable to the contract, except that cost of final surveys and preparation of final estimate shall not be included in such charges. The Contractor shall not be • assessed with liquidated damages nor the cost of engineering and inspection during any delay beyond the time named for completion of the work caused by the acts of God or a public enemy, acts of the City or State, fire, floods, epidemics, strikes, quarantine restric- tions and freight embargoes or delays of subcontractors due to such causes, provided the Contractor notifies City in writing of the • cause of the delay within ten (10) days from the beginning of such delay. Copies of all correspondence with City shall be sent to the Architect. • • TERMINATION OF OR DEFAULT OF CONTRACT All conditions of the contract are considered material, and failure to comply with any of said conditions on the part of the Contractor shall be considered a breach of contract. Should the Contractor neglect or fail to perform any of the conditions of the contract, the City shall have the right, whether any alternate right is provided or not, to declare the contract terminated. The issuance of a'written notice by the city stating that the contract is terminated, and the service of a copy of said notice upon the Contractor, shall be deemed a complete termination upon the contract. • GENERAL CONDITIONS 8-2 Upon the contract being so terminated, the Contractor shall forfeit 5U]. sums due under the contract, and both he and his sureties shall be liable upon his bond for all expenses and damages caused the City of San Mateo by reason of his failure to complete the contract. If the Contractor fails to begin the work, as required by the con- tract, or if at any time he refuses, neglects, or fails, in the judgement of the City, to have available on the work a suffi- cient amount of suitable materials, adequate equipment and a suffi- cient force of competent workmen, to insure completion of the work within the specified time, or the Contractor fails to perform the work in good faith in an acceptable manner in accordance with the specifications, or if he refuses, neglects or fails for any reason whatsoever to observe any of the conditions and covenants of the contracts, or if he abandons the work, the City may give the Contractor written notice, specifying the default and requiring its: correction. Should the Contractor for three days after receipt of such notice of default, fail to proceed in accordance therewith to remedy such default, he shall, when so ordered in writing by the City, discontinue or not begin the work or any designated part of the work, and any or all payments due or that may become due to the Contractor may be withheld by the City until the completion of all the work included in the contract. After service on the Contractor of such order to desist. from the work or part thereof, the City may take possession of the work or. such designated part thereof, and may use any or all of the Con- tractor's plant, tools, equipment, materials or other property on the work, none of which shall be removed by the Contractor so long as they may be required for the work and the City may, by contract or otherwise, provide the superintendence, workmen, materials, ap- pliances and equipment necessary for the completion of, and may complete the work, or such designated part thereof. The whole of the expense so incurred for the completion of the work'or part thereof, together with all damages, liquidated or otherwise, sus- tained or to be sustained by the City, shall be deducted from the fund or appropriation set aside for the purpose of the contract, and shall be charged to the Contractor asif paid to him. In case the amount of such expenses and damages shall exceed the sum which would have been payable under the contract if completed entirely by the Contractor, the amount of such excess shall be paid to the City by the Contractor, and both he and his sureties shall be liable to the City therefor; and in case the amount of such expen- ses and damages shall be less than the sum which would have been payable under the contract if completed entirely by the Contractor he shall be entitled to the amount of the difference, subject to all the terms of the contract. The Contractor shall continue to prosecute to completion all the work from which he has not, as above provided, been ordered to de- sist, and he shall cooperate with, and in nowise hinder or inter- fere with, the forces employed by the City or contract or otherwis to do any designated part of the work as above specified. Upon completion of all the work included under the contract, the Contractor shall be entitled to the return of all of his materials which have not been used in the work, of his plant, tools, equip- ment and other property, provided, however, that he shall have no. claim on account of usual and ordinary depreciation, loss, wear and tear. GENERAL CONDITIONS .8-3._ WAR CLAUSES IN MUNICIPAL CONTRACTS (Emergency - Additional Time for Performance - Procurement of:) If, because of war or other declared national emergency, the Fed- eral or State government restricts, regulates, or controls the pro- curement and allocation of labor or materials or both, and if solely because of said restrictions, regulations or controls, the Contractor is, through no fault of his own, unable to perform the agreement, or the work is thereby suspended or delayed, any of the following steps may be taken: (a) The City may, pursuant to resolution of the Council, grant the Contractor additional time for the performance of the agreement, sufficient to compensate in time, for said delay or suspension. To qualify for such extension in time, the Contractor, with- in ten (10) days of his discovering such inability to per- form, shall notify the Architect in writing thereof, and give specific reasons therefor; the City shall thereupon have sixty (60) days within which to endeavor to procure such needed materials or labor as is specified in the agree- ment, or permit substitution, or provide for changes in the work in accordance with other provisions of the agreement. Substituted materials, or changes in the work, or both, shall be ordered in writing by the Architect, and the con- currence of the Council shall not be necessary. All reason- able expenses of such procurement incurred by the City shal] be defrayed by the Contractor; or (b) If such necessary materials or labor cannot be procured through legitimate channels within sixty (60) days after the filing of the aforesaid notice, either party may, upon - thirty (30) days' written notice to the other, terminate the. agreement. In such event, the Contractor shall be.compen- sated for all work executed upon the unit price bid in pro- portion to the amount of the work completed. Materials on the ground, in process of fabrication or enroute upon the date of notice of termination specially ordered for the pro- ject and which cannot be utilized by the Contractor, shall be compensated for by the City at cost, including freight, provided that the Contractor shall take all steps possible to minimum the obligation; or The City Council, by resolution, may suspend the agreement until the cause of inability to perform is removed, but for a period not to exceed sixty (60) days. If the contract is not cancelled, and the ability of the Contractor to perform continues, without fault on his part, beyond the time durinf which the contract may have been suspended, as hereinabove provided, the City Council may further suspend the agreement or either party hereto may, without incurring any liability.. elect to declare the agreement terminated upon the ground of impossibility of performance. In the event the City de- clares the agreement terminated, such declarationshall be authorized by the Council, by resolution, and the Contrac- tor shall be notified in writing thereof within five (5) days after the adoption of such resolution. Upon such (c) GENERAL CONDITIONS 8-4 " i " termination the Contractor shall be entitled to propor- tionate compensation at the contract unit prices for such portion of the contract as may have been performed;'or (d) The City may terminate the agreement, in which case the Con- tractor shall be entitled to proportionate compensation at the contract unit prices for such portion of the agreement as may have been performed. Such termination shall be auth- orized by resolution of the Council. Notice thereof shall be forthwith given in writing to the Contractor, and the agreement shall be terminated on receipt of the Contractor of such notice. In the event of the termination provided in this subpara- graph (d), none of the covenants, conditions or provisions hereof shall prevail and the City shall be liable to the Contractor only for the proportionate compensation last herein mentioned. LEGAL ADDRESS OF CONTRACTOR The address given in the bid or proposal is hereby designated at " the legal address of the Contractor, but such address may be changed at any time by notice in writing, delivered to the City Clerk or Architect. The delivering to such legal address or the depositing in the post office in a postpaid wrapper, directed to the Contractor at the, " above address, of any drawing, notice, letter or other communica- tion, shall be deemed to be a legal and sufficient service thereof upon the Contractor, B " " GENERAL CONDITIONS 8-5 " " " " M SECTION 9 MEASUREMENTS AND PAYMENTS PROGRESS PAYMENT The Contractor, by the first of each month, shall submit an esti- mate in writing to the Architect of the total amount of work done and the acceptable materials furnished and delivered by the Con- tractor on the ground and not used, to the time of such estimate, and the value thereof and submitted to the Architect for approval. The City of San Mateo shall retain ten (10%) percent of such esti- mated value of the work done and fifty (50%) percent of the value of the materials as shown on paid invoices by the Contractor, so estimated to have been furnished and delivered and unused, as aforesaid, as part security for the fulfillment of the contract by the Contractor and shall pay monthly to the Contractor while carry- ing on the work, the balance not retained, as aforesaid, after deduc- ting therefrom all previous payments and all sums to be kept or re- tained under the provisions of the contract. No such estimate or payment shall be required to be made when, in the judgement of the Architect, the work is not proceeding in accordance with the provi- sions of the Contract, or when in his judgement the total value of the work done since the last estimate amounts to less than three h,rdned ($300.00) dollars.. No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials. The Contractor shall submit to the Architect, if required, receipts or other vouchers, showing his payments for materials and labor, including payments to the subcontractors. The Contractor shall, before the first application for payment, submit to the Architect a schedule of values of the various parts of the work, including quantities, aggregating the total sum of the. contract, divided so as to facilitate payments to subcontractors, made. out in such form as the -Architect and Contractor may agree upon, and, if required, supported by such evidence as to its cor- rectness as the Architect may direct. This schedule, when approved by the Architect, shall be used as a basis for certificates of pay- ment, unless it be found to be in error. In applying for payments the Contractor shall submit a statement based upon this schedule, and, ifrequired, itemized in such form and supported by such evi- dence as the Architect may direct, showing his right to the pay- ment claimed. CERTIFICATES OF PAYMENTS " If the Contractor has made application as above, the Architect shall issue to the Contractor a certificate for such amount as he decides to be properly due. No certificate issued, nor payment made to the Contractor, nor par- tial or entire use or occupancy of the work by the Owners shall be " an acceptance of any work or materials not in accordance with this contract. The making and acceptance of the final payment shall constitute a waiver of all claims by the Owner, other than those arising from unsettled liens, from faulty work appearing after final payment or from requirement of the Specifications, and of all claims by the Contractor. " GENERAL CONDITIONS 9-1 " PAYMENTS WITHHELD The Architect may withhold, or on account of subsequently dis- covered evidence, nullify the whole or a part of any certificate to such extent as may be necessary to protect the Owner from loss on account of: (a) Defective work not remedied. (b) Claims filed or reasonable. evidence indicating probable filing of claims. " (c) Failure of the Contractor to make payments properly to subcontractors or for material or labor. (d) A reasonable doubt that the contract can be completed for the balance then unpaid. (e) Damage to another Contractor. When the above grounds are removed, payment shall be made for amounts withheld because of them. " 0 i FINAL PAYMENT Upon completion of the contract and final inspection and acceptance by the Architect, he shall prepare a final estimate of quantities and value of such work, and the City of San Mateo shall pay to the Contractor the entire sum so found to be due after deducting there- from all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the contract. All prior progress estimates and payments shall be subject to correc- tion in the final estimate and payment. Final payment shall not be due until thirty-five (35) days after the Notice of Completion and Acceptance has been recorded, in com- pliance with the Code of Civil Procedure of the State of California It is mutually agreed between the parties to the contract that no certificate given or payments made under the contract, except the final certificate and payment, shall be accepted as evidence of the satisfactory performance of the contract. The Contractor further agrees that the payment of the final amount due under the contract and the adjustment and payment for any work done in accordance with any alteration of the same, shall release the City of San Mateo and its officers and employees from any and all claims or liability on account of work performed under the contract or alterations there- of. The final payment shall be conclusive and binding against both parties to the contract on all questions relating to the perfor- mance of the contract and the amount of work done thereunder and compensation therefor, except in case of gross error, or in case of concealed defects in the work and/or materials. See also General Conditions, Section 5, "PREREQUISITES TO FINAL PAYMENT." " GENERAL CONDITIONS 9-2. SECTION 10 AFFIRMATIVE ACTION GUIDELINES AFFIRMATIVE ACTION This section is the City's adopted Affirmative Action Program. POLICY It is the policy of the City of San Mateo that all qualified persons are to be afforded equal opportunities of employment on any public works contract entered into with the City. To prohibit discrimination because of race, color, religion, sex or national origin, all bidders shall be prepared to demonstrate that they and their subcontractors have undertaken a positive and continuing program to promote the full realization of equal employment opportunities. LOWEST RESPONSIBLE BIDDER In order to promote the policy declared above, contracts for public works will be awarded only to such bidders as are determined to meet the following qualifications of lowest responsible bidder. The lowest responsible bidder shall be the bidder who offers to perform the work involved according to the plans and specifications therefor for the least amount of money; provided the bidder has the ability, capacity and,when necessary, the required State or other license and that he and his subcontractors have undertaken an affirmative action program to promote the full realization of equal employment opportunities meeting the minimum requirements set forth herein. Any subcontractor failing to comply herewith shall be deemed unqualified and shall be substituted. PRE -AWARD CONFERENCE A pre -award conference will be required of the potentially lowest responsible bidder and his subcontractors when the following con- ditions exist: A. Prime Contractor B. 1. The total contract amount is $10,000 or more. 2. The prime contractor has not action plan with the City in the plan has been filed, the general file updates to the plan,if any, the previously submitted plan is Subcontractors 1. The total amount involved more. filed an approved affirmative past six months. If an approved contractor will be required to or a letter acknowledging that still in effect. in the subcontract is $5,000 or GENERAL CONDITIONS 10'-1 " 2. The subcontractor has not filed an approved affirmative action plan with the City in the past six months. If an approved plan has been filed, the subcontractor will be required to file updates to the plan,if any, or a letter acknowledging that the previously submitted plan is still in effect. Each potentially lowest responsible bidder and his subcontractors who meet the above conditions, will be expected to meet with the City at a pre -award conference to be held between the time the bids are received and opened and to be referred to the Council for consideration and award. STANDARDS OF NONDISCRIMINATION A. The successful bidder and each subcontractor shall undertake affirmative action to insure that applicants are employed, and that employees are treated during employment, without regard to race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following; employment, up- grading; demotion or transfer; recruitment or recruitment adver- " tising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship where applicable. " " B. In all advertisements for labor or other personnel or requests for employees of any nature, the successful bidder and each subcon- tractor shall state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin C. In all hiring, the successful bidder and each subcontractor shall make every effort to hire qualified workmen from all races and ethnic groups. CERTIFICATE OF NONDISCRIMINATION Each bidder on any public works contract shall sign the certificate of nondiscrimination which is a part of the proposal form. Each subcontractor shall, prior to entering into a contract with any successful bidder, execute and file with the City a certificate of nondiscrimination. NOTICE TO SOURCES OF EMPLOYEE REFERRALS The successful bidder and each subcontractor will send to the State of California Employment Development Department and to each labor union, employment agency and representative of workers with which he has a collective bargaining agreement or other contract or understanding and from which he expects employee referrals, a " notice, as provided by the City, with a copy to the City, advising of the commitments under these specifications. " GENERAL CONDITIONS 10-2 Ik! S • a t d AFFIRMATIVE ACTION BY PRIME CONTRACTORS At the pre -award conference, the potentially lowest responsible bidder shall demonstrate that he meets the following minimum standards of affirmative action: A. File with the City his affirmative action plan indicating the steps he is taking to encourage: and assist members of minority groups to become qualified workers. Such a plan will include practices with respect to: recruitment; employment; compensation; promotion or demotion; and selection for training, Practices with respect to the above shall demonstrate the extent to which the contractor has or participates in a.training program to assure potential employees ample opportunity more fully to qualify for jobs and to assure existing employees adequate oppor- tunity for upgrading and equal opportunity for advancement and promotion. B. File with the City evidence that he has notified his super- visors, foremen and other personnel officers and all subcontractors of the commitments to be assumed under these specifications. C. File with the City evidence that he has notified all sources of employee referrals of the commitments to be assumed under these specifications. D. File with the City the name of the person designated to serve as Equal Employment Officer who is authorized to supply reports and represent the contractor in all matters regarding the Affirmative Action Plan. AFFIRMATIVE ACTION BY SUBCONTRACTORS Each subcontractor shall, prior to entering into a contract to perform any work or supply materials for a public works project of the City of San Mateo, file with the prime contractor and with the City his Affirmative Action Plan in the form set forth above. The requirements of these specifications shall be considered a part of each contract entered into by subcontractors, the services of which equal $5,000 or more of the basic contract. The success- ful bidder shall include the provisions of these specifications in every first -tier subcontract and require each subcontractor to bind further subcontractors with whom he enters into a contract. POSTING NOTICE OF AFFIRMATIVE ACTION AND NONDISCRIMINATION IN EMPLOYMENT Each successful bidder shall post on the job site and in the field i office or offices maintained by him, the notice provided by the City regarding Affirmative Action and Nondiscrimination in Employment. GENERAL CONDITIONS 10-3 r RL"GUt;ATIONS . The work to be performed under this contract is on a project assisted under "La;,program,p'rpviding direet+;Federplifinancial assistance from the Department of Housing.,ard Urban Development, and is subject,to the requirements of. section 3 of the housing and Urban Dedelopr.nt Act'bf 1963,'as amended; 12 U.S.C. 1701u. Section 3 requires that to the greatest, extent feasible opportunities for training and employment be given lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in the area of the project. B. The parties to this contract will comply with the provisions of said section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in.24 CFR 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of this contract. The parties to this contract certify and agree that they are under no contractualor other disability which would prevent them from complying with these requirements. C. The contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advising the said labor organization or workers' representative of his commitments under this section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or. training. D. The contractor will include this section 3 clause in every subcontract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon. a finding that the subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR 135. The contractor will not sub— contract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR 135 and will nott let any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of these regulations. E. Compliance with the provisions of section 3, the regulations set forth in 24 CFR 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of the contract, shall be a condition of the. Federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance, its successors, and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors, and assigns to those sanctions specified by the grantor loan agreement or contract through which Federal assistance is provided, and to such sanctions as are specified in 24 CFR.135. GENERAL CONDITIONS 10-4. s FOR FEDERALLY -ASSISTED CONTRACTS The contractor shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. See Section SP -7.2.3.13. In the event of the contractor's noncompliance with the non-discrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated or suspended in whole or part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contract procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. A. :- NONCOMPLIANCE.: Prior to the signing of a contract, a preliminary statement of work force needs, where known, shall be submitted to the City of the contractor. Where work force needs are not known, such information shall be supplied to i_he Ci prior to the signing of any contract between contractors and their subcontractors. B. '. STATEMENT OF WORK FORCE NEEDS - Contained in HUD Publication 4010 (2-76) are included in this contract book and are a part of the contract provisions. U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM 1. APPLICABILITY FEDERAL LABOR STANDARDS PROVISIONS y The Project or Program to which the work covered by this Contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions IP applicable to such Federal assistance. • GENERAL CONDITIONS 10-5 2. MINIMUM WAGE RATES FOR LABORERS AND MECHANICS All laborers and mechanics employed upon the work covered by this Contract shall be paid unconditionally and not less often than once each week, and without subsequent deduction or rebate on any account (except such payroll deductions as are made mandatory by law and such other payroll deductions as are permitted by the applicable regulations issued by the Secretary of Labor, United States Department of Labor, pursuant to the Anti -Kickback Act hereinafter identified), the full amount due at time of payment computed at wage rates not less than those contained in the wage determination decision of said Secretary of Labor (a copy of which is attached and herein incorporated by reference), regardless of any contractual relationship which may be alleged to exist between the Contractor or any subcontractor and such laborers and mechanics. All laborers and mechanics employed upon such work shall be paid in cash, except that payment may be by check if the employer provides or secures satisfactory facilities approved by the Local Public Agency or Public Body for' the cashing of the same without cost or expense to the employee. For the purpose of this clause, contributions made or costs reasonably anticipated under Section 1 (b) (2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section 5.5(a)(1)(iv) of Title 29, Code of Federal Regulations. Also for the purpose of this clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deemed to be constructively made or incurred during such weekly period. 3. UNDERPAYMENTS OF WAGES OR SALARIES In case of underpayment of wages by the Contractor or by any subcontractor to laborers or mechanics employed by the Contractor or subcontractor upon the work covered by this Contract, the Local Public Agency or Public Body in addition to such other rights as may be afforded it under this Contract shall withhold from Ai the Contractor, out of any payments due the Contractor, so much thereof as the Local Public Agency or Public Body may consider necessary to pay such laborers or mechanics the full amount of wages required by this Contract. The amount -so withheld may be disbursed by the Local Public Agency or Public Body, for and on account of the Contractor or the subcontractor (as may be appropriate), to the respective laborers or mechanics to whom the same is due or on their behalf to 40 plans, funds, or programs for any type of fringe benefit prescribed in the applicable wage determination. • GENERAL CONDITIONS - 10-6 0 • s S • 4. ANTICIPATED COSTS OF FRINGE BENEFITS If the Contractor does not make payments to a trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing fringe benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a part of this Contract: Provided, however, the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a.separate account assets for the meeting of obligations under the plan or program. A copy of any findings made by the Secretary of Labor in respect to fringe benefits being provided by the Contractor must be submitted to the Local Public Agency or Public Body with the first payroll filed by the Contractor subsequent to receipt of the findings. 5. OVERTIME COMPENSATION REQUIRED BY CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (76 Stat. 357-360: Title 40 U.S.C., Sections 327-332) (a) Overtime requirements. No Contractor or subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics, including watchmen and guards, shall require or permit any laborer or mechanic in any workweek in which he is employed on such work to work in excess of 8 hours in any calendar day or in excess of 40 hours in such work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of 8 hours in any calendar day or in excess of 40 hours in such work week, as the case may be. (b) Violation: liability for unpaid wages liquidated damages. In the event of any violation of the clause set forth in paragraph (a), the Contractor and any subcontractor responsible therefor shall be liable to any affected employee for his unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violations of the clause set forth in paragraph (a), in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of 8 hours or in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph (a). (c) Withholding for liquidated damages. The Local Public Agency or Public Body shall withhold or cause to. be withheld, from any'monies payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for liquidated damages as provided in the clause set forth in paragraph (b). (d) Subcontracts. The Contractor shall insert in any subcontracts the clauses set forth in paragraphs.(a), (b), and (c) of this Section and alsoa clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. GENERAL CONDITIONS 10-7 f& f& f& f& f& f& f& " 6. EMPLOYMENT OF APPRENTICES/TRAINEES a Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed and individually registered in a bona fide apprenticeship program registered with the U. S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not a trainee as defined in subdivision (b) of this subparagraph or is not registered or otherwise employed as stated above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish to the contracting officer or a representative of the Wage - Hour Division of the U. S. Department of Labor written evidence of the registration of his program and apprentices as well as the appropriate ratios and wage rates (expressed in percentages of the journeyman hourly rates), for the area of construction prior to using any apprentices on the contract work. The wage rate paid apprentices shall be not less than the appropriate percentage of the journeyman's rate contained in the applicable wage determination. b. Trainees. Except as provided in 29 CFR 5.15 trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification, by the U. S. Department of Labor, Manpower Administration, Bureau of Apprentice and Training. The ratio of trainees to journeymen shall not be greater than permitted under the plan approved by the Bureau of Apprenticeship and Training. Every trainee must be paid at not less than the rate specified in the approved program for his level of progress. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Bureau of Apprenticeship and Training shall be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish the contracting officer or a representative of the Wage -Hour Division of the U. S. Department of Labor written evidence of the certification of his program, the registration of the trainees, and the ratios and wage rates prescribed in that program. In the event the Bureau of Apprenticeship and Training withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less GENERAL CONDITIONS .10-8 than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. A 7. EMPLOYMENT OF CERTAIN PERSONS PROHIBITED No person under the age of sixteen years and no person who, at the time, is serving sentence in a penal or correctional institution shall be employed on the work covered by this Contract. • 8. REGULATIONS PURSUANT TO SO-CALLED "ANTI -KICKBACK ACT" The Contractor shall comply with the applicable regulations (a copy of which is attached and herein incorporated by reference) of the Secretary of Labor, United States Department of Labor, made pursuant to the so-called "Anti - Kickback Act" of June 13, 1934 (48 Stat. 948: 62 Stat. 862; Title U.S.C., S Section 874: and Title 40 U.S.C., Section 276c), and any amendments or modifications thereof, shall cause appropriate provisions to be inserted in subcontracts to insure compliance therewith by all subcontractors subject thereto, and shall be responsible for the submission of affidavits required by subcontractors thereunder, except as said Secretary of Labor may specifically provide for reasonable limitations, variations, tolerances, and exemptions from • the requirements thereof. 9. EMPLOYMENT OF LABORERS OR MECHANICS NOT LISTED IN AFORESAID WAGE DETERMINATION DECISION • Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Contract will be classified or reclassified conformably to the wage determination by the Local Public Agency or Public Body, and a report of the action taken shall be submitted by the Local Public Agency or Public Body, through the Secretary of Housing and Urban Development, to the Secretary of Labor, United States Department of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and 1 mechanics to be used, the question accompanied by the recommendation of the Local Public Agency or Public Body shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for final determination. • 10. FRINGE BENEFITS NOT EXPRESSED AS HOURLY WAGE RATES The Local Public Agency or Public Body shall require, whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the Contractor is obligated to pay cash equivalent of such a fringe benefit, an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recommendation of the Local Public Agency or Public Body, shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for determination. GENERAL CONDITIONS - 10-9 " 11. POSTING WAGE DETERMINATION DECISIONS AND AUTHORIZED WAGE DEDUCTIONS The applicable wage poster of the Secretary of Labor, United States Department of Labor, and the applicable wage determination decisions of said Secretary of Labor with respect to the various classification of laborers and mechanics employed and to be employed upon the work covered by this Contract, and a statement showing all deductions, if any, in accordance with the provisions of this Contract, to be made from wages actually earned by persons so employed or to be employed in such classifications, shall be posted at appropriate conspicuous points at the site of the work. 12. COMPLAINTS, PROCEEDINGS, OR TESTIMONY BY EMPLOYEES No laborer or mechanic to whom the wage, salary, or other labor standards 41. provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because' such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his I employer. " 13. CLAIMS AND DISPUTES PERTAINING TO WAGE RATES Claims and disputes pertaining to wage rates or to classifications of laborers and mechanics employed upon the work covered by this Contract shall be promptly reported by the Contractor in writing to the Local Public Agency, or Public Body " for referral by the latter through the Secretary of Housing and Urban Development to the Secretary of Labor, United States Department of Labor, whose decision shall be final with respect thereto. 14. QUESTIONS CONCERNING CERTAIN FEDERAL STATUTES AND REGULATIONS " All questions arising under this Contract which relate to the application or interpretation of (a) the aforesaid Anti -Kickback Act, (b) the Contract Work Hours and Safety Standards Act, (c) the aforesaid Davis -Bacon Act, (d) the regulations issued by the Secretary of Labor, United States Department of ' Labor, pursuant to said Acts, or (e) the labor standards provisions of any ." other pertinent Federal statute, shall be referred, through the Local Public " Agency or Public Body and the Secretary of Housing and Urban Development, to the Secretary of Labor, United States Department of Labor, for said Secretary's appropriate ruling or interpretation which shall be authoritative and may be relied upon for the purposes of this Contract. " 15. PAYROLLS AND BASIC PAYROLL RECORDS OF CONTRACTOR AND SUBCONTRACTORS The Contractor and each subcontractor shall prepare his payrolls on forms satisfactory to and in accordance with instructions to be furnished by the Local Public Agency or Public Body. The Contractor shall submit weekly to the Local Public Agency or Public Body two certified copies of all payrolls of the Contractor and of the subcontractors, it being pnderstood that the Contractor " shall be responsible for the submission of copies of payrolls of all subcontractors. Each such payroll shall contain the "Weekly Statement of Compliance" set forth in Section 3.3 of Title 29,.Code of Federal Regulations. GENERAL CONDITIONS 10-10 The payrolls and basic payroll records of the Contractor and each subcontractor covering all laborers and mechanics employed upon the work covered by this, Contract shall be maintained during the course of the work and preserved for a periodof3 years thereafter. Such payrolls and basic payroll records shall contain the name and address of each such, employee, his correct classification, rate of pay (including rates of contributions or costs anticipated of the types described in Section 1(b)(2) of the Davis —Bacon Act), daily and weekly number • of hours worked, deductions made, and actual wages paid. In addition, whenever the Secretary of Labor has found under Section 5.5(a)(1)(iv) of Title 29, Code of Federal Regulations, that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis —Bacon Act, the Contractor or subcontractor shall maintain records which show that the • commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. The Contractor and each subcontractor shall make his employment records with respect to persons employed by him upon the work covered by this Contract available for inspection by authorized representatives of the Secretary of • Housing and Urban Development, the Local Public Agency or Public Body, and the United States Department of Labor. Such representatives shall be permitted to interview employees of the Contractor or of any subcontractor during working hours on the job. • 16. SPECIFIC COVERAGE OF CERTAIN TYPES OF WORK BY EMPLOYEES The transporting of materials and supplies to or from the site of the Project or Program to which this Contract pertains by the employees of the Contractor or of any subcontractor, and the manufacturing or furnishing of materials,' articles, supplies, or equipment on the site of the Project or Program to which •. this Contract pertains by persons employed by the Contractor or by any subcontractor, shall, for the purpose of this Contract, and without limiting the generality of the foregoing provisions of this Contract, be deemed to be work to which these Federal Labor Standards Provisions are applicable. 17. INELIGIBLE SUBCONTRACTORS • The Contractor shall not subcontract any part of the work covered by this Contract or permit subcontracted work to be further subcontracted without the Local Public Agency's or Public Body's prior written approval of the subcontractor. The Local Public Agency or Public Body will not approve any subcontractor for work covered by this Contract who is at the time ineligible under the provisions of any applicable regulations issued by the Secretary of Labor, United States Department of Labor or the Secretary of Housing and Urban Development, to receive an award of such subcontract. 18. PROVISIONS TO BE INCLUDED IN CERTAIN SUBCONTRACTS The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this Contract, provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier subcontracts which they may enter into, together with a clause requiring such insertion in any further subcontracts that may in turn be made. 411 GENERAL CONDITIONS 10-11 " " 19. BREACH OF FOREGOING FEDERAL LABOR STANDARDS PROVISIONS In addition to the causes for termination of this Contract as herein elsewhere set forth, the Local Public Agency or Public Body reserves the right to terminate this Contract if the Contractor or any subcontractor whose subcontract covers any of the work covered by this Contract shall breach any of these Federal Labor Standards Provisions. A breach of these Federal Labor Standards Provisions may also be grounds for debarment as provided by the applicable regulations issued by the Secretary of Labor, United States Department of Labor. GENERAL CONDITIONS 10-12 ATTACHMENT TO FEDERAL LABOR STANDARDS PROVISIONS SO-CALLED "ANTI -KICKBACK ACT" AND REGULATIONS PROMULGATED. PURSUANT THERETO BY THE SECRETARY OF. LABOR, UNITED STATES DEPARTMENT OF LABOR TITLE 18, U.S.C., section 874 (Replaces section 1 of the Act of June 13, 1934 (48 Stat. 948, 40 U.S:C., sec. 276b) pursuant to the Act of June 25, 1948, 62 Stat. 862) KICKBACKS FROM PUBLIC WORKS EMPLOYEES Whoever, by force, intimidation, or threat of procuring dismissal from employment, or by any other manner whatsoever induces any person employed in the construction, prosecution, completion or repair of any public building, public work, or building or work financed in whole or in part by loans or grants from the United States, to give up any part of the compensation to which he is entitled under his contract of employment, shall be fined not more than $5,000 or imprisoned not more than five years, or both. SECTION 2 OF THE ACT OF JUNE 13, 1934, AS AMENDED (48 Stat. 948, 62 Stat. 862, 63 Stat. 108, 72 Stat. 967, 40 U.S.C., sec. 276c) The Secretary of Labor shall make reasonable regulations for contractors and subcontractors engaged in the construction, prosecution,. completion or • repair of public buildings, public works or buildings or works financed in whole or in part by loans or grants from the United States, including a provision that each contractor and subcontractor shall furnish weekly a statement with respect to the wages paid each employee during the preceding week. Section 1001 of Title 18 (United States Code) shall apply to such statements. • • Pursuant to the aforesaid Anti -Kickback Act, the Secretary of Labor, United States Department of Labor, has promulgated the regulations hereinafter set forth, which regulations are found in Title 29, Subtitle A, Code of Federal Regulations, Part 3. The term "this part," as used in the regulations hereinafter set forth, refers to Part 3 last above mentioned. Said regulations are as follows: TITLE 29 - LABOR • Subtitle A - Office of the Secretary of Labor • PART 3 - CONTRACTORS AND SUBCONTRACTORS ON PUBLIC BUILDING OR PUBLIC WORK FINANCED IN WHOLE OR IN PART BY LOANS OR GRANTS FROM THE UNITED STATES Section 3.1 Purpose and scope. This part prescribes "anti -kickback" regulations under section 2 of the Act of -June 13, 1934, as amended (40 U.S.C. 276c), popularly known as the Copeland GENERAL CONDITIONS 10-13 " " " " " Act. This part applies to any contract which is subject to Federal wage, standards and which is for the construction, prosecution, completion, orlrepair of public buildings, public works or buildings. or works financed in whole or in part by loans or grants from the United States. The part is intended to aid in the enforcement of the minimum wage provisions of the Davis -Bacon Act and the various statutes dealing with Federally -assisted construction that contain similar minimum wage provisions, including those provisions which are not subject to Reorganization Plan No. 14 (e.g., the College Housing Act of 1950, the Federal Water Pollution Control Act, and the Housing Act of 1959), and in the enforcement of the overtime provisions of the Contract Work Hours Standards Act whenever they are applicable to construction work. The part details the obligation of contractors and subcontractors relative to the weekly submission of statements regarding the wages paid on work covered thereby; sets forth the circumstances and procedures governing the making of payroll deductions from the wages of those employed on such work; and: delineates the methods of payment permissible on such work.. Section 3.2 Definitions. As used in the regulations in this part: (a) The terms "building", or "work" generally include construction activity as distinguished from manufacturing, furnishing of materials, or servicing'and maintenance work. The terms include, without limitation, buildings,' structures, and improvements of all types, such as bridges, dams, plants, highways, parkways, streets, subways, tunnels; sewers, mains, powerlines, pumping stations, railways, airports, terminals, docks, piers, wharves, ways, lighthouses, buoys, jetties, breakwaters, levees, and canals; dredging, shoring, scaffolding, drilling,' blasting, excavating, clearing, and landscaping. Unless conducted in connection with and at the site of such a building or work as is described in the foregoing sentence, the manufacture or furnishing of materials, articles, supplies, 'or equipment (whether or not a Federal or State agency acquires title to such materials, articles, supplies, or equipment during the course of the manufacture or furnishing, or owns the materials from which they are. manufactured or furnished) is not a "building" or "work" within the meaning of the regulations in this part. (b) The terms "construction," "prosecution," "completion," or "repair" mean all types of work done on a. particular building or work at the site' thereof, including, without limitation, altering, remodeling, painting and decorating, the transportation of materials and supplies to or from the building or work by the employees of the construction.contractor or construction subcontractor, and the manufacturing or furnishing of materials, articles, supplies, or equipment on the site of the building or work, by persons employed at the site by the contractor or subcontractor. (c) The terms "public building" or "public work" include building or work for whose construction, prosecution, completion, or repair, as defined above, a Federal agency is a contracting party, regardless of whether title thereof is in a Federal agency. GENERAL CONDITIONS 10-14 " " (d) The term "building or work financed in whole or in part by loans or grants from the United States" includes building or work for whose ��. construction, prosecution, completion, or repair, as defined above, payment or part payment ismade directly or indirectly from funds provided by loans or grants by a Federal agency. The terms does not include building or work for which Federal assistance is limited solely to loan guarantees or insurance. (e) Every person paid by a contractor or subcontractor in any manner for " his labor in the construction, prosecution, completion, or repair of a public building or public work or buildingor work financed in whole or in part by loans or grants from the United States is "employed" and receiving "wages;" regardless of any contractual relationship alleged to exist between him and the. real employer. (f) The term "any affiliated person" includes a spouse, child, parent, or other close relative of the contractor or subcontractor; a partner or officer of the contractor or subcontractor; a corporation closely connected with the contractor or subcontractor as parent, subsidiary or otherwise, and an officer or agent of such corporation. 41 (g) The term "Federal agency" means the United States, the District of Columbia, and all executive departments, independent establishments, administrative agencies, and instrumentalities of the United States and of the District of Columbia, including corporations, all or substantially all of the stock of which is beneficially owned by the United States, by the District of Columbia, or any of the foregoing departments, establishments, agencies, and " instrumentalities. Section 3.3 Weekly statement with respect to payment of wages. (a) As used in this section, the term "employee" shall not apply to persons in classifications higher than that of laborer or mechanic and those " who are the immediate supervisors of such employees. (b) Each contractor or subcontractor engaged in the construction, prosecution, completion, or repair of any public building or public work, or building or work financed in whole or in part by loans or grants from the United States, shall furnish each week a statement with respect to the wages " paid each of its employees engaged on work covered by 29 CFR Parts 3 and 5 during the preceding weekly payroll period. This statement shall be executed by the contractor or subcontractor or by an authorized officer or employee of the contractor or subcontractor who supervises the payment of wages, and shall be on form WE 348, "Statement of Compliance", or on an identical form on the back of WH 317, "Payroll (For Contractors Optional Use)" or on any form with identical wording. Sample copies of WH 347 and WHS 348 may be obtained from the Government contracting or sponsoring agency, and copies of these forms may be purchased at the Government Printing Office. (c) The requirements of this section shall not apply to any contract ,of $2,000 or less. (d) Upon a written finding by the head of a Federal agency, the Secretary of Labor may provide reasonable limitations, variations, tolerances, and exemptions from the requirements of this section subject to such conditions as the Secretary of Labor may specify. " GENERAL CONDITIONS 10-15 " " " " (29 F.R. 95, Jan. 4, 1964, as amended at 33 F.R. 10186, July 17, 1968] Section 3.4 Submission of weekly statements and the preservation and inspection of weekly payroll records. (a) Each weekly statement required under �3.3 shall be delivered. by the contractor or subcontractor, within seven days after the regular payment date of the payroll period, to a._ representative.of a. Federal or State agency in charge at the site of the building or work, or, if there is no representative of a Federal or State agency at the site of the building or work, the statement shall be mailed by the contractor or subcontractor, within such time, to a Federal or State agency contracting for or financing the building or work. After such examination and check as may be made, such statement, or a copy. thereof, shall be kept available, or shall be transmitted together with a report of any violation, in accordance with applicable procedures prescribed by the United States Department, of Labor. (b) Each contractor or subcontractor shall preserve his weekly payroll records for a period of three years from date of completion of the contract. The payroll records shall set out accurately and completely the name and address of each laborer and mechanic, his correct classification, rate of pay, daily and weekly number of hours worked, deductions made,.and actual wages paid. Such payroll records shall be made available at all times for inspection by the contracting officer or his authorized representative, and by authorized representatives of the Department of Labor. Section 3.5 Payroll deductions permissible without application to or approval of the Secretary of Labor. Deductions made under the circumstances or in the situations described in the paragraphs of this section may be made without application to and.approval of the Secretary of Labor: (a) Any deduction made in compliance with the requirements of Federal, State, or local law, such as Federal or State withholding income taxes and Federal social security taxes. " (b) Any deductionof sums previously paid to the employee as a bona fide prepayment of wages when such prepayment is made without discount or interest. A "bona fide prepayment of wages" is considered to have been made only when cash or its equivalent has been advanced to the person employed in such manner as to give him complete freedom of disposition of the advanced funds. " (c) Any deduction of amounts required by court process to be paid to another, unless the deduction is in favor of the contractor, subcontractor or any affiliated person, or when_ collusion or collaboration exists. (d) Any deduction constituting a contribution on behalf of the person employed to funds established by the employer or representatives of. employees, or both, for the purpose of providing either from principal or income, or both, medical or hospital care, pensions or annuities on retirement, death benefits, 1 compensation for injuries, illness, accidents, sickness, or disability, or for insurance to provide any of the foregoing, or unemployment benefits, vacation 1 GENERAL CONDITIONS 10-16 pay, savings accounts, or similar payments for the benefit of employees, their families and dependents: Provided, however, That the following standards are met: (1) The deduction is nototherwise prohibited by law; (2) it is either: (i) Voluntarily consented to by the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of or for the -continuation of employment, or (ii) provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of its employees; (3) no profit or other benefit is otherwise obtained, directly or indirectly, by the contractor or subcontractor or any affiliated person in the form of commission, dividend, or otherwise; and (4) the deductions shall serve the convenience and interest of the employee. • (e) Any deduction contributing toward the purchase of United States Defense Stamps and Bonds when voluntarily authorized by the employee. (f) Any deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions organized and operated in accordance with Federal and State credit union statutes. • (g) Any deduction voluntarily authorized by the employee for the making of contributions to governmental or quasi -governmental agencies, such as the American Red Cross. • • • • (h) Any deduction voluntarily authorized by the employee for the making of contributions to Community Chests, United Givers Funds, and similar charitable organizations. (i) Any deductions to pay regular union initiation fees and membership dues, not including fines or special assessments: Provided, however, that a collective bargaining agreement between the contractor or subcontractor and representatives of its employees provides for such deductions and the deductions are not otherwise prohibited by law. (j) Any deduction not more than for the "reasonable cost" of board, lodging, or other facilities meeting the requirements of section 3(m) of the Fair Labor Standards Act of 1938, as amended, and Part 531 of this title. When such a deduction is made the additional records required under 4516.27(arof this title shall be kept. Section 3.6 Payroll deductions permissible with the approval of the Secretary of Labor. Any contractor or subcontractor may apply to the Secretary of Labor for permission to make any deduction not permitted under §3.5 The Secretary may grant permission whenever he finds that: (a) ,The contractor, or subcontractor, or any affiliated person does not make a profit or benefit directly or indirectly from the deduction either in the form of a commission, dividend, or otherwise; (b) The deduction is not otherwise prohibited by law; GENERAL CONDITIONS 10-17 " " (c) The deduction is either (1) voluntarily consented to by the employee in 'writing and in advance of the period in which the work is' to be done and such consent is not a condition either for the obtaining of employment or its continuance, or (2) provided for in a bona fide.collective bargaining agreement between the contractor or subcontractor and representatives of its employees; and (d) The deduction serves the convenience andinterest of the employee. Section 3.7 Applications for the approval of the Secretary of Labor. Any application for the making of payroll deductions under 43.6 shall comply with the requirements prescribed in the. following paragraphs of this section: (a) The application shall be in writing and shall be addressed to the Secretary of Labor. (b) The applicant shall identify the contract or contracts under which the work in question is to be performed. Permission will be given for deductions only on specific, identified contracts, except upon a showing of exceptional circumstances. (c) The application shall state affirmatively that there is compliance with the standards set forth in the provisions of �3.6 The affirmation shall be accompanied by a full statement of the facts indicating such compliance. (d) Th'e application shall include a description of the proposed deduction, the purpose to be served thereby, and the classes of laborers or mechanics from whose wages the proposed deduction would be made. (e) The application shall state the name and business of any third person " to whom any funds obtained from the proposed deductions are to be transmitted and the affiliation of such person, if any, with the applicant. Section 3.8 Action by the Secretary of Labor upon applications. The Secretary of Labor shall decide whether or not the requested deduction " is permissible under provisions of 43.6; and shall notify the applicnat in writing of his decision. Section 3.9 Prohibited payroll deductions. Deductions not elsewhere provided for by this part and which are not found " to be permissible under 43.6 are prohibited. Section 3.10 Methods of payment of wages. The payment of wages shall be by cash, negotiable payable on demand, or the additional forms of compensation for which deductions are permissible under " this part. No other methods of payment shall be recognized on work subject to the Copeland Act. GENERAL CONDITIONS 10-18 Section 3.11 Regulations part of contract. All contracts made with respect to the construction, prosecution, completion, or repair of any public building or public work or building or work financed in whole or in part by loans or grants from the United States covered by the regulations in this part shall expressly bind the contractor or subcontractor to comply with such of the regulations in this part as may be applicable. In this regard, see §5.5 (a) of this subtitle. GENERAL CONDITIONS 10-19 " " " " : EXECLTtTVE `CRDER:'11246 NOTICE' OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL ,EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) 1. The Offeror's or Bidder's 'attention 'is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein (EXHIBITS C-1 and C-2). 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on, all construction work in the covered areas are as follows: a. The following goals and timetables for female utilization shall be included in all Federal and federally assisted construction contracts and subcontracts in excess of $10,000. The goals are applicable to the contractor's aggregate on  site construction workforce whether or not part of that workforce is performing work on a Federal or federally assisted construction contract or subcontract. Area Covered: Goals for Women apply nationwide. Goals and Timetables: Timetable Goals (Percent) From April 1, 1978 until March 31, 1979 3.1 From April 1, 1979 until March 31, 1980 5.0 From April 1, 1980 until March 31, 1981 6.9 b. Until further notice, the following goals and timetables for minority utilization shall be included in all Federal or federally -assisted construction contracts and subcontracts in excess of $10,000 to be performed in the respective covered areas. The goals are applicable to the contractor's aggregate on  site construction workforce whether or not part of that workforce is performing work on a Federal or federally  assisted construction contract or subcontract. Area Covered: San Mateo County, California Goals and Timetables: Timetable Trade Goal (Percent) Until further notice All 12.0 to 14.0 These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered work area. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals established. for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughoutthe length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project GENERAL CONDITIONS 10-20 to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written.notification to the Director of the Office of Federal Contract Compliance Programs and U.S. Department of Housing and Urban Development (Regional Office) within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is California, San Mateo, San Mateo. During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; • recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. • (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. (3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. • (4) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. GENERAL CONDITIONS 10-21 " " (6) In the event of the contractor's non compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (7) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it " participates in federally assisted construction work: Provided, That if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract. " The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated " eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the GENERAL CONDITIONS 10-22 applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. *** Subcontracts. Each nonexempt prime contractor or subcontractor shall include the equal opportunity clause in each of its nonexempt subcontracts. • • • • • •• • GENERAL CONDITIONS 10-23 " STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Program, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in anyof the Black African racial groups not of Hispanic origin);, (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race; (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian subcontinent or 6 the Pacific Islands); and S (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification), 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause; and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. i " GENERAL CONDITIONS EXHIBIT C-2 10-24 0 e e 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to theavailability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor'scompliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment. sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not EXHIBIT C-2 GENERAL CONDITIONS 10-25 S • referred to the Contractor a minority person or woman sent by the Contractor or when:the Contractor has otherinformation that:the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop an -the -job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs, to the sources complied under 7b•above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions, including specific review of these items with on -site supervisory personnel such as Superintendents,. General Foremen, etc., prior to the initiation of construction work at any job site.. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically, including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipatesdoing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor'srecruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and, other selection requirements where there is an obligation to do so under 41 CFR Part 60.3. ® - GENERAL CONDITIONS EXHIBIT C-2 10-26 " " 1. Conduct at least annually, an>inventory and evaluation at least of all minority and female personnel for promotional opportunities :.r_dencoura$e these employees to seek or to'prepare for, through appropriate training, etc., such opportunities.. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices; do not hove a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being.carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and 'necessary changing facilities shall be provided to assure privacy between the. sexes. o. Document and maintain a record of all -solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p.. Conduct a review, at least annually, of all supervisors' adherence to and, performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor -union, contractor -community, or other:similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the contractor actively participates in the group, makes every effort to assure that the.group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for'. all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally., the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action " standards to discriminate against any person because of race, color, religion, sex or national origin. GENERAL CONDITIONS EXHIBIT C-2 10-27 The'Contractor shall net enter into any. Subcontrac with any person `or' firm debarred from Government contracts pursuant t to Executive Order t1246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and. of the Equal Opportunity Clause, including suspension, termination and'cancellation of existing subcontracts as may be imposed or ordered pursuant: to Executive Order. 11246, as amended and its implementing.regulations, by:the Office of Federal Contract Compliance Program. Any Contractor who fails to' carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling itsobligations under these specifications shall implement specific affirmative action steps, at least as extensive as thosestandards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations; or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government andto keep records. 'd Records shall at least include for each employee the name, address, telephone' numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in. an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15.. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). b) The notice set forth in 41 CFR 60-4.2 and the specifications set forth in 41 CFR 60-4.3 replace the New Form for Federal Equal Employment Opportunity Bid Conditions for Federal and Federally Assisted Construction published at 41 FR 32482 and commonly known as the Model Federal EEO Bid Conditions, and the New Form shall not be used after the regulations in 41 CFR Part 60-4 become effective. EXHIBIT C-2 GENERAL CONDITIONS 10-28 CONTRACTORS AND SUBCONTRACTORS GUIDE FOR REPORTING REQUIREMENT 1. All contractors and subcontractors (over $10,000) are subject to the reporting requirements issued by the Department of Labor (Office of Federal Contract Compliance Programs), and must submit a Standard Form 257 (Monthly Employment Utilization Report) to: Director, Contract Compliance Division (MED) U.S. Department of Housing and Urban Development 450 Golden Gate Avenue - P.O. Box 36003 San Francisco CA 94102 2. Each contractor -must file a monthly report (SF -257) for each "covered area" •-in which he has a federally -assisted construction contract --or subcontract -over $10,000. Each report for each covered area must reflect the contractor's entire workforce in the particular covered area (for "covered areas" -see -Exhibit B-2) 3. These reports must be submitted to arrive at HUD no later than the 5th day of each month. 4. Failure to report is automatic cause to find the contractor in non-compliance. A -copy of the SF -257 form is attached (Exhibit. D- 3) . 5: Each report -is monitored by HUD and measured against the goals and timetables for the particular covered areas, as specified in the Notice of Requirements (Exhibit B-2). 6. The Female Participation goals apply nationwide. Therefore, all contracts over $10,000 are subject to the reporting requirements. In addition, the Department of Labor (OFCCP) has ruled that contractors and subcontractors over $10,000 in otherwise non -covered areas are expected to submit complete minority -manpower utilization figures together with the female utilization figures. EXHIBIT D-1 GENERAL, CONDITIONS - -- 10-29 " " " " U. S. DEPARTMENT OF LABOR 1 MONTHLY EMPLOYMENT Employment Standards Administration, OFCCP i UTILIZATION REPORT i COVERED AREA ISMSA CR EAI ?. CLFRENT(;OALS ' 4 RE PORTING PERIOD ��.. I i MINORITY: _ 1 FROM. This report is required by Executive Order 11246, Sec. 203. Failure to report can result in contracts being 1 cancelled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts of federally assisted construct;cn contracts. 2 CMPi:;rERS I . NO. - i FEMALE: I TO. NAME AND LOCATION OF CONSTRUCTION PROJECT NAME AND LOCATION OF CONTRACTOR FEDERALFUNDING AGENCY 6" 6. WORK HOURS OF EMPLOYMENT (Federal & Non -Federal) 9. 10. CONSTRUCTION TRADE Classifications 6a TOTAL ALL EMPLOYEES BY TRADE M F 6b. BLACK (Not of Hispanic Origin) M F 6c. HISPANIC M F 6d ASIAN OR PACIFIC ISLANDERS M F 6e. AMERICAN INDIAN OR ALASKAN NATIVE M F 7, MINORITY PERCENTAGE 8. FEMALE PERCENTAGE TOTAL NUMBER OF EMPLOYEES M F TOTAL NUMBER OF MINORITY EMPLOYEES M F - - - Journey worker APPRENTICE TRAINEE SUB -TOTAL ' - - . - Journey worker APPRENTICE TRAINEE SUB -TOTAL _. - - - . -:.- - `. .. Journey worker APPRENTICE TRAINEE _ . _ .. _. -. SUB -TOTAL ��" i.+.g'.ti��*V " M-^f, '-tr+TFe��S< ��`L .. ._. '" ,�� a .+. -r __,.. Ern ." ..'. " ..; �� +;` ��*" ��`t � " . - Journey worker APPRENTICE TRAINEE .. SUB -TOTAL - - K ++v+ ct.>. 'Ts:'�� 4 ��. `^ �� �� rin ��.,, r.:, 5,tt >Jvy, -' fi`+`" s r'' a`yt`�� `' ..��' {_ fig." &,: yi`. "ice `t s " '* ,.a rt.1 '�� sy.,a'��'+'5, ,��NR -- `" �� Y t .-. . -. a t'" .iS��, .. . , . -....:. . . . . -- - Journey worker APPRENTICE TRAINEE SUB -TOTAL s w " . S ����+ ��w s _,-... TOTALJOURNEY WORKERS TOTAL APPRENTICES TOTAL TRAINEES - GRAND TOTAL ��_71. 3��'x' .��'^��3. x � 1 .L . . " 1 z,,, ., ^ , - �� .. r..is . t iv+'iY COMPANY OFFICIAL'S SIGNATURE AND TITLE 12. TELEPHONE NUMBER(Includeare code) 13. DATE SIGNED PAGE OF GENERAL CONDITIONS 10-30 FORM CC -257 (Rev. 9/781 INSTRUCTIONS- FOR FILING MONTHLY EMPLOYMENT UTILIZATION REPORT (CC -257) The Monthly -Utilization Report is to be completed by each subject contractor (both prirne and &A;) and sigm+d by a responsible official of the company. The reports are to be filed by the 5th day of each month during the term of the contract, and they shall.include the total work -hours for each employee classification in each trade in the covered area foi the monthly reporting period. The prime contractor shall:submit a report for its aggregate work force and collect and submit reports for each subcontractor's aggregate workforce to the Federal compliance agency that has Executive Order 11246 responsibility. (Additional copies of this form may be obtained from the U.S. Department of Labor, Employment Standards Administration, OFCCP's regional office for your area.) Compliance Agency U.S. Government agency assigned responsibility for equal employ- • ment opportunity. (Secure this information from the contracting officer.) Federal Funding Agency US. Government agency funding project (in whole or in part). If more than one agency, list all Contractor - Any contractor who has a construction contract with the U.S. Gov- ernment or a contract funded in whole or in part with Federal funds. Minority Includes Blacks, Hispanics, American Indians, Alaskan Natives, and ' Asian and Pacific Islanders —both men and women. • 1. Covered Area Geographic area identified in Notice required under 41 CFR 60-4.2 2, Employer's Identification Number Federal Social Security Number used on Employer's Quarterly Fed- , eral Tax Return (U.S. Treasury Department Form 941). 3. Current Goals (Minority & Female) See contract Notification. 4. Reporting Period Monthly, or as directed by the compliance agency, beginning with the effective date of the contract. 5. Construction Trade - - Only those construction crafts which contractor employs in the covered area. 6. Work -Hours of Employment (s -el a The total number of male hours and the total number of female hours worked by employees in each classification. b. -e. The total number of male hours and the total number of female hours worked by each specified group of minority employees in each classification. Classification - The level of accomplishment or- status -of. the worker in the trade (Journey Worker, Apprentice, Trainee) 7. Minority Percentage The percentage of total minority work -hours of all work -hours (the sum of columns 6b, 6c, 6d, and 6e divided by column 6a; just one figure for each construction trade). 8. Female Percentage For each trade the number reported in 6a. F divided by the sum of the numbers reported in 6a. M and F. 9. Total Number of Employees Total number of male and total number of female'employees work- ing in each classification of each trade in the contractor's aggregate work force during reporting period. 10. -Total Number of Minority Employees Total number of mate minority employees and total number of female minority employees working in each classification in each trade in the contractor's aggregate work force during reporting period. INSTRUCTIONS: Attach to first SF -257 subni.tted. Submit updated notice only if work is complete or new contracts have been received. COVERED AREA DATE CONTRACTOR'S LISP OF FEDERAL AND NON-FEDERAL WORK IN COVERED AREA CONTRACTOR'S NAME ADDRESS iir1,�iE OF —FEDERAL AGENCY FUNDING PROJECT (1) I. FEDERALLY-ASSISItll CONTRACTS OJECT CONIMACT PROTECT AND IOCATION * NUMBER DOLLAR AMOUNT CONSTR. ,. START DATE PROJECTED COMPLETION (2) (3) (4) (5) CONTRACT WITH PROJECT NAME & LOCATION* • II. N5N-FEDERAL CONTRACTS CONSTRUCTION START DATE PERCENT COMPLETE PROJECTED COMPLETION DATE COMMENTS (1) (2) (3) (4) - 7s) EX 1l1iIT D-4 c 4 Q 0 U *Location must include city and-streetHettdress. This format meets therequirements of-E.O. 11246,. as amended May 8,_1978.-.. SAMPLE FORM (1) mil To: :Director, Contract Compliance Office of PHFEO (HUD) 450 Golden Gate Ave/P.O. Box 36003 San Francisco CA 94102 111 CONTRACTOR'S NOTIFICATION OF SUBCONTRACTS AWARDED Covered Area Nbnth of SUBCONTRACTOR'S NAME & ADDRESS CONTRACT/ CONTRACT PROJECT NO, AMOUNT ESTIMATED STARTING DATE COMPLETION DATE CRAFTS TO BE USED f2) (3). (41 , (5) (6) m • (a) (10) • SAMPLE FORM EXHIIIIT D-5 H H H o U The undersigned hereby certifies that: (a) The Equal Opportunity Clauses are indicated in Each of the Listed Subcontracts (b) Each subcontractor or lower tier subcontractor has been notified in writing prior:to:their beginning construction, of his respective obligations under the Affirmative Action Requirements, -if applicable. by: • Signature Contractor Name nut Title Contractor's Address This format meets the requirements of E.O. 11246,. as. amended; May 8,. 1978.. o us GOVERNMENT PRINTING OffICE: 197373949&5413 IV SPECIAL CONDITIONS SPECIAL -CONDITIONS 1. GENERAL. CONDITIONS The provisions included in these Special Conditions shall govern in the event that there is any conflict with the General Condi- tions. • 2. EXECUTION, CORRELATION AND INTENT OF DOCUMENTS The Contract Documents shall be signed in triplicate by the Owner and the Contractor. In case the Owner and the Contractor fail to sign the General Conditions, Drawinga.or Specifications, the Architect shall identify them. The Drawings and Specifications are intended to cooperate so that the work exhibited in the Drawings and not mentioned in the Spec- ifications, or vice versa, or omitted in both. Specifications and Drawings, but which is reasonably implied, and which is necessary in the judgement of the Architect to the customary and complete finish of the work of the kind herein required is to be executed. in the same manner as if both mentioned in the Specifications and set forth in the Drawings, to the true intent and meaning of said, Drawings and Specifications without any extra charge whatever. Any correction of errors or omissions in the Drawings or Specifi- cations may be made by the Architect when such correction is ne- cessary for the proper fulfillment of theirintention as con- strued by the Architect. The misplacement, addition, or omission of any work, letter, figure or punctuation mark shall in no way change the true spirit,, intent or meaning of these Specifications Materials or work described in words which so applied have a well- known technical or trade meaning shall be held to refer to such recognized standards. 3. PERMITS. FEES AND TAXES The City of San Mateo will check all plans and issue a building permit, electrical permit and plumbing permit without charge to the Contractor or his:subcontractors. However, City license fees must be paid by the Contractor and any subcontractor. The Contractor shall obtain and pay for all certificates of in- spection necessary in connection with the work and shall immedi- ately turn the same over to the Architect. The Contractor shall pay all California Sales Taxes or other taxes which may apply in the execution of the work. 4 ACCESS TO WORK The Architect and his representatives shall at all times'have ac- cess to the work wherever it is in preparation or progress, and the Contractor shall provide proper facilities for such access and for inspection. SPECIAL CONDITIONS " " " s " " If the Specifications, the Architect's instructions', laws; ordi�`_ nances or any public authority require any work to be.specially. tested or approved, the Contractor shall give the Architect timely notice of its readiness for inspection, and if the inspec- tion is by another authority than the Architect, of the date fixed for such inspection. Inspections by the Architect shall be promptly made, and where practicable, at the source of supply. If any work should be covered up without approval or consent of the Architect, it must, if required by the Architect, be uncov- ered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Architect and if so ordered, the work must be uncovered by the Contractor. If such work be found in accordance with the Contract Documents, the Owner shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract Docu- ments, the Contractor shall pay such cost. 5. ARCHITECT'S STATUS The Architect shall be the Owner's representative during the con- struction period. The Architect will make periodic visits to the site to familiarize himself generally with the progress and qual ity of the work and to determine in general if the work is pro- . ceeding in accordance with the Contract Documents. He will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the work and he will not be responsible for the Contractor's failure to carry out the con- struction work in accordance with the Contract Documents. During such visits and on the basis of his observations while at the site, he will keep the Owner informed of the progress of the work, will endeavor to guard the Owner against defects and defi- ciencies in the work of contractors, and he may condemn work as failing to conform to the Contract Documents. He shall have authority to act on behalf of the Owner only to the extent er- pressly provided in the Contract Documents or otherwise in wri- ting, which shall be shown to the Contractor. He shall have authority to stop the work whenever such stoppage may be neces- sary in his reasonable opinion to insure the proper execution of the Contract. The Architect shall be, in the first instance, the interpreter of the conditions of the contract and the judge of its perfor- mance. He shall side neither with the Owner nor with the Con- tractor, but shall use his powers under the contract to enforce. its faithful performance by both. 6. ARCHITECT'S DECISIONS The Architect shall, within a reasonable time, make decisions on all claims of the Owner or Contractor and on all other matters relating to the execution and progress of the work or the inter- pretation of the Contract Documents. " SPECIAL CONDITIONS 2 41 CITY INSPECTOR'S STATUS' The City will appoint'a full-time Inspector to the project whose position will be thatof a.Clerk-of-the-Works. The City Inspector will act as the representative of both the Architect and the City,. The Contractor shall accept instructions only from the City Inspector, from the Architect or from the Architect's duly autho- rized consultants or employees. SAFETY In accordance with generally accepted construction practices, the`. Contractor will be solely and completely responsible for conditions of the job site, including safety of all persons and property dur- ing performance of the work. This requirement will apply continu- ously and not be limited to normal working hours. The duty of the Architect and his consultants to conduct construc- tion review of the Contractor's performance is not intended to include review of the adequacy of the contractor's safety measures, in, on, or near the construction site. 9. EMERGENCY In an emergency affecting the safety of life or of the work, or of adjoining property, the Contractor, without special instruction or authorization from the City, is hereby permitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act without appeal, if so instructed or authorized. Any compen- sation claimed by the Contractor on account of emergency work, shall be determined by agreement. The contractor shall notify the City': in writing immediately. 10. FIRE INSURANCE AND EXTENDED COVERAGE Until the project is completed and accepted by City, the Contractor is requiredto effect and maintain fire insurance with extended coverage (Builders' Risk Insurance) and on a 100 percent basis on. the insurable portion of the existing, building and the new construe= tion for the benefit. of City, the prime Contractor and all Subcon- tractors as their interests may appear and shall pay all costs for fire insurance and extended coverage (Builders' Risk Insurance) premiums during construction. However, this provision shall not release the Contractor from his obligation to complete,: according to plans and specifications, the project covered by this contract and the Contractor and his surety shall be obligated to full per- formance of the Contractor's undertaking. The Contractor shall protect the new construction work and access to the existing building through the new addition from theft and vandalism and shall assume all loss resulting from theft and/or vandalism until the work is completed and accepted by City. 11. SCHEDULE OF OPERATIONS The Contractor shall submit to the Architect within five (5) days.. after award of contract, a prepared schedule of operations which he shall follow upon approval by the Architect. The proposed SPECIAL CONDITIONS 3`• ' ion Schedule may he revised, subject to the approval of .ect, to'facili.tate the Contractor's operations if cir- require and justify such change. A r.re onstruction conference will be=held at a location selected h ;+ the rchitect approximately three (3) days after the receipt of the construction schedule for the'.purpose of review and approval of said schedule and to discuss construction procedures. The Cone tractor shall be represented. by his 'superintendent of work. The City win . 'be represented by members :of'.the Architect's and City's Organi;a ens who will be involved with the project duringits execet 12. EX.If TIs; ['ILITIES The: Contractor's attention is.directed to the underground utilities which may or may not be shown on the;':plans. Precautions shall be, takent.'. ;7.reserve and protect such utilities and existing improve= ments> The Contractor shall be responsible for the cost of repair to any damaged utilities. or improvements. He shall expose any existing utility to determine location and grade where necessary. The existing utilities shown on the'contract drawings may or may not he accuratelyshown. Forty --eight hours before starting any excavation, grading or trench- ing operations, the Contractor shall.notify the City of San Mateo Building maintenance Division (574-6702, Art Perry), The -Pacific Gas & Electric Company, the California Water Service Company, and the Pacific Telephone & Telegraph Company'as to the time of commencement of said o.}esrations. Final payment of:the contract amount shall not be made until all claims for damages.'of utilities are settled. 13. TR:AFFI:: CONTROL A The contactor shall be responsible,. during all phases of the work, to provide for public safety and convenience by use of traffic cones,: signs, lighted barricades, lights, and flagmen as described and specified -in the State of California, Department of Public Works "MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS." (Section 360, .California Vehicle Code, • defines highways'.to include streets)'. The provisions of this manual will become. a part of the requirements of the contract. In the event the Contractor fails or refuses to comply with any of these regulations during any part of'the 24 -hour day, the City may provide for the placement of these warning signs, lights and devices, 0 to ensure -the public safety, and such service shall become a lawful charge or deduction against the contractor or contract. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to the abutting property owners or motoring public. Convenient access to driveways, 'stores • and buildings along the line of work .shall be maintained. No more than one-half (2) of the roadway shall be closed to traffic at any time and Contractor shall maintain at all times the maximum SPECIAL CONDITIONS 4 " " traffic flow consistent with the Mork being exec" ,ated. Open excavations and ditches across a roadway shall be covered in\, such manner as to permit traffic flow during hours when no work is being performed. Proper advance warning is required' in accordance with above -referenced manual. 14.. ACCESS TO ABUTTING PROettax Access to all properties and driveways fronting on the streets where work is being performed shall be maintained at all.times using bridging or other means when necessary. Such access shall include safe approaches to all pedestrian and delivery entrances to all business premises. 15. UNSCHEDULED OVERTIME Construction operations beyond the.eight-hour normal workday: and on legal holidays will occur on occasion. The Contractor shall notify the City Engineer in writing 24 hours prior to any non -emergency -type overtime operations or forfeit the sum of the job inspector's pay per day (or prorated portion thereof) for overtime work without written consent of the City Engineer said sum to be deducted from soy monies due the contractor or paid directly to him. 16. CITY CONTRACTORS ADDITIONAL City, at its convenience, may obtain other contractors to do additional or supplementary work on same job and/or job site at same time without penalty or cost to city. 17. EMPLOYMENT OF APPRENTICES Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any Subcontractor under him. Section 1777.5, as amended, requires the Contractor or Subcontrac tor employing tradesmen in any apprenticeable occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases shall not be less than one -to -five except: A. When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 per- cent in 90 days prior to the re -'lest for certificate, or E. When the number of apprentices in training in the area ex- ceeds a ratio of one -to -five, or SPECIAL CONDITIONS- 5 18. S 19. AFFIRMATIVE ACTION GUIDELINES C. When the trade can show that it is replacing at"least 1/30 of its eeiiibe;rship through apprenticeship training on an annual basis stat&-wide or locally's or D. When the Contractor provides evidence that he employs registered;apprentices on all of his contracts on an annual average of not leas than one apprentice to eight-; journeymen': The Contractor is required to make contributions to funds established for the -administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors' on the public works site are making such contributions. The Contractor and any Subcontractor under him shall comply with' the requirements of Sections 1777.5 and 1777.6 in the employment; of apprentices.., Information relative to apprenticeship standards, wage schedules,. and other requirements may be obtained from the Director. of Industrial Relations; ex officio the Administrator of Apprentice -:1 ship, San Francisco,„California, or from the Division of Appren ticeship Standards and its branch offices. POSTING WAGE SCALE Contractor shall post.a copy of the Federal Area Wage Determination, Decision #CA80-5110 (including all modifications) at the job site. Contractor shall refer to Section 10 of the. General Conditions, and shall follow that section with regard to the detail of an affirmative action work program in association with this contract. 20. BIDDING REQUIREMENTS The Contractor's attention is drawn to Section 1, 'General Requirements' of the, Specifications for requirements of the Base Bid, Alternate Bids and Unit Prices. i 21. EXECUTION OF AGREEMENT The Contractor will be expected to execute a City of San Mateo Standard Form of Agreement for Public Improvements. • 22. CLAIMS FOR ADDITIONAL COST Attention is drawn to Section 4 of the General Conditions of the Contract. No claims for additional cost will be enter- tained unless made in accordance with the provisions of said Section. When requested by the Architect, the Contractor shall submit a complete breakdown of labor, materials, overhead, and profit to the Architect. SPECIAL CONDITIONS 23. TRADE DIVISIONS Segregation of the specifications into the designated trade • divisions is only for the purpose of facilitating descriptions and shall not be considered as limiting the work of any sub- contract or trade. Subject to other necessary provisions set forth in these specifications, the terms and conditions of such limitations or inclusions shall lie solely between the Contractor and his subcontractors. • • 0 • 0 24. SPECIAL PROVISIONS a. Occupancy of premises. The premises and existingbuildings. will be occupied and used during the performance of the work. Work shall be executed in a careful and orderly manner with the least possible disturbance to occupants of the existing buildings. b. Special Working Conditions. 1) Complete operation of all existing facilities shall be maintained. The Contractor shall determine in advance with City as to the general periods when shut -down of any service is permissible. The Contractor shall, as the work progresses, obtain a schedule of shut -down from City in writing three (3) days prior to the scheduled interruption. The hours of the shut -downs. and cutovers shall be as set by City, and shall not be challenged by the Contractor. 2) City will, as far as possible, make all areas of the building to be worked in readily accessible to the Contractor's workmen, and arrange the daily work routine to suit conditions when notified in advance. c. Protection. The Contractor shall provide adequate protection for all parts of the building, and its contents and occupants wherever work under this contract is performed. d. Old Work. Existing work shall be cut, altered, removed, or temporarily removed and replaced as necessary for the perfor- mance of the contract. However, unless otherwise provided by drawings or specifications, no structural members shall be cut or altered without authorization of the Architect. Work remaining in place, which is damaged or defaced, by reason of work done under this contract, shall be restored equal to its condition at the time of the award of the contract. e. Discolored or unfinished surfaces, exposed by removed or existing work, or work out of alignment, shall be refinished or the material replaced as necessary to make contiguouswork uniform and harmonious. SPECIAL CONDITIONS " 110 " t f. Equipment on Site. Any equipment of value that is movable, or can be readily detached, shall remain the property of City. Any such equipment that is to remain in place or be moved to a new location and reinstalled, within the area of the contract operations, shall be covered and protected against damage or loss. Any such equipment that is removed in performance of this contract shall be carefully handled and stored on the premises where directed, or shall be reused in the new work as required by the drawings and specifications. Equipment temporarily removed shall be protected, cleaned and replaced equal to its condition at the time of the award of the contract. Materials on Site. Construction materials and/or items of mechanical equipment that are required to be removed and not permitted to be reused under the contract, shall become the property of the Contractor, and their salvage value to the bidders shall be reflected in the bids. Construction materials which conform to contract requirements, and are considered suitable by the Architect, may be reused in the work as directed by him. Materials taken from work now in place, which, in the opinion of the Architect, have no value, shall be removed from the premises. h. Streets, Driveways and Sidewalks shall be kept reasonably clean during working hours, and thoroughly cleaned and swept at the end of each day. i. Accumulation of materials shall not be permitted on floors of building or other parts of premises, but shall be promptly removed from site. g. J" City assumes no responsibility for any loss or damage to materials or structures on the site, the salvage value of which the Contractor may have reflected in his bid. k. Measurements. All dimensions shown of existing work, and all dimensions required for work that is to connect with work now in place, shall be verified by the Contractor by actual measurement of the existing work. Any discrepancies between drawings and specifications and the existing conditions shall be referred to the0Arch.tect for adjustment before any work affected thereby has been. performed. 1. Utilities. During the period of new construction, all services, including water, gas and electricity must continue to be avail- able at all times to the occupied sections of the building. It is a condition of the contract that the work as a whole be performed with the least inconvenience or annoyance to the occupants of the building. m. Storage of construction materials and equipment, temporary construction and stockpiling of all material shall be confined to those areas designated or approved by City. SPECIAL CONDITIONS 8.. n. Temporary Barricades. The Contractor shall furnish when- ever necessary, temporary plywood barricades to close off the new construction from access by unauthorized persons • and to prevent dirt and dust from filtering through portions of the building not being worked on, and to allow full and continuous operation of all necessary functions. o. Contractor shall take every precaution to prevent any damage to equipment or any interruption of service. Contractor • shall be held liable for any damage to the equipment or to the floor or roof area adjacent to or under the construction areas involved in this Specification or indicated on the Drawings. • 6 p. Contractor shall install, maintain pletion of the work, all necessary partitions, temporary roofing, etc. protective measures as directed by q• and remove, at the com- barricades, temporary , or provide any other Engineer. At the completion of the work the entire premises shall be returned to a condition equal to that which existed prior to the installation of all temporary protections. CUTTING AND WELDING OPERATIONS a. A "Permit System" shall be used for all cutting, welding or any other open flame operation at the job site. Contractor • shall obtain from City a Welding and Burning Permit before proceeding with any flame cutting, welding or any other open flame operation. This applies to all trades on the job as well as the Contractor. • • b. City's permission will not be granted until: 1) It has been determined that the work can be safely done at the desired location. 2) All combustibles have been moved away or safely covered. 3) A fire watchman, with an approved fire extinguisher is posted at the location of the work, during the work and for 30 minutes thereafter, to see that sparks or drops of hot metal do not start fires. c. All gas operated cutting and welding equipment and operations • shall be in strict accordance with the National Fire Protection Association Standard No. 51, "Welding and Cutting". • SPECIAL CONDITIONS 9 V SPECIFICATIONS SECTION 1 GENERAL REQUIREMENTS AND DEMOLITION 9 The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. 1. TEMPORARY CONSTRUCTION AND SERVICES a. Scope 1) Furnish all equipment, labor, materials, tools, trans- portation, and services required to perform and complete I; all temporary construction and services necessary and incidental to the work. 2) Comply with applicable rules and regulations of the State of California, Department of Industrial Relations, Division of Industrial Safety; the Federal Occupational Safety & Health Administration; and with the Building Codes governing the work. b. Temporary Structures 1) The Contractor shall provide, as necessary, a temporary office structure adjacent to the site with sufficient lighting and with telephone service. A complete set of plans and specifications shall be kept continuously by the Contractor in his office. 0 • 2) The Contractor shall provide all necessary sheds and facilities for the proper storage of tools, materials and equipment employed in the performance of the work. c. Temporary Utilities Comply with all requirements in Section 4 of the General Conditions. d. Sanitary Provisions Comply with all requirements in Section 7 of the General Conditions. e. Public Safety Comply with all requirements of the General Condtions and the Special Conditions. 0 CRC -2 GENERAL REQUIREMENTS AND DEMOLITION 1-1 " . ��) f. Scaffolds and Runways 1) The Contractor shall furnish; erect and maintain for duration of the work as required, all scaffolds, runways, guard rails, platforms, and similar temporary construction as may be necessary for the performance of the contract. Such facilities shall be of type and arrangement as required for their specific use; shall be substantially constructed throughout, strongly supported, and well secured; and shall comply with allapplicable rules and regulations of the Construction Safety Orders, and other legal requirements, inclduing State and City and County Ordinances. Other Contractors and sub -Contractors shall make arrangements with the General Contractor for use of this equipment. 2) The several levels of the structure shall be connected by means of suitable ladders, ramps, and temporary stairs; provided, however, permanent stairways may be used for such purposes if adequately protected against damage. d g. Plant and Equipment 1) The Contractor shall furnish, operate and maintain a com- plete plant for fabricating, handling, conveying, install- ing, and erecting all work and materials required under the contract. The plant shall include all hoists, derricks, and conveyances for transporting and placing materials; likewise, all tools, appliances, power equip- ment, and implements of service that are necessary or customarily incidental to construction of the nature indicated or specified. The entire plant shall be so furnished, arranged, and set up as to facilitate the proper and timely performance of all operations under the contract. 2) Plant and equipment shall be removed from the site as rapidly as the progressive completion of the operations will permit. h. Protection of Work in Place Parts of work in place that are subjectto injury, because of operations being carried on adjacent thereto, shall be covered, boarded up, or substantially enclosed with adequate protection. i. Fire Protection Immediately following the initial delivery and storage of combustible materials at the site of the work, and throughout the construction period thereafter, the Contractor shall supply and maintain suitable means of fire protection con- sisting of portable extinguishers or approved wet fire lines, valves, hose and nozzles. Protection shall include temporary structures and all fire protection shall meet City requirements. " CRC -2 GENERAL REQUIREMENTS AND DEMOLITION 1-2 j. Removal of Temporary Construction Temporary Office Facilities, Toilets, Storage Sheds, and • other construction of temporary nature shall be removed from the site as soon as the progress of the work will permit and the portions of the site or property occupied by same shall be properly reconditioned and restored to a condition acceptable to the Owner. • 2. LAYOUT OF WORK a. The Contractor shall be.responsible for the correct setting out of the work so that it will agree with location on the site, dimensions, set backs, floor and finish grade eleva- tions as shown on the drawings. Any discrepancies between • existing lines and levels and those shown on the drawings shall be reported to the Architect in writing, and no work affected by such discrepancies shall be proceeded with until the Contractor has received written instructions from the Architect. • • • • b. All dimensions shown of existing work, and all dimensions required for work that is to connect with work now in place, shall be verified by the Contractor by actual measurements of the existing work. Any discrepancies between drawings and specifications and the existing conditions shall be referred to the Architect for adjustment before any work affected thereby has been performed. 3. SHOP DRhWINGS r a. Shop drawings shall be submitted to the Architect where called for in the specifications. b. Wherever submissions of Shop Drawings are required in the specifications, the Contractor shall submit to the Architect one copy on a reproducible print (transparency) and one copy of a conventional print (ozalid). After checking, the Architect will return the transparency to the Contractor marked up with corrections, if any. Upon completion of Architect's review of the Shop.Drawing, the Contractor shall print from the final corrected transparency at least five (5) copies of ozalid prints for project distribution, two (2) of which shall be returned to the Architect; except in the case of structural, plumbing, heating air-conditioning and venti- lating, and electrical submissions for which at least six (6) copies shall be made, three (3) of which shall be returned to the Architect. c. Unless otherwise approved by the Architect, all Shop_ Drawings shall be prepared on 24" x 36" sheets. d. Prior to submission of Shop Drawings, Contractor shall review them for compliance with contract documents and shall so certify thereon in writing. • CRC -2 GENERAL REQUIREMENTS AND DEMOLITION 1-3 " " 4. BASE BID Base Bid shall include all work shown and/or described in the plans and specifications except for work which is to be included in additive alternate bids for items of work as listed below. 5. ALTERNATE BIDS Contractor shall submit, with his proposal for the Base Bid, the following additive Alternate Bids: ALTERNATE #la. Furnish and install new concrete patio and fencing on the !: south side of New Meeting Room #1 and new concrete paving outside the patio on the south side of offices (Rooms #5 and #6) all as shown on the drawings and as specified. ADD THE SUM OF $ " ALTERNATE #lb. Furnish and install new concrete service yard and fencing on the east side of New Kitchen (Room #11), all as shown on the drawings and as specified. " ADD THE SUM OF ALTERNATE #2 Remove 2x6 decking, fascia and steps from existing deck and construct new deck addition, including new footings, framing, connection of framing to existing framing, stairs, concrete " skirt wall, removable panels, concrete pad outside door from Room #5, staining and all other work required to complete the new deck addition as specified and shown on the drawings. (City will remove the 6 ft. wide temporary deck addition before start of construction). $ ADD THE SUM OF $ ALTERNATE #3 Remove all vinyl asbestos floor tile from the floor of Existing Game Room (Room #12) and the existing Storage Room to the east and remove from the site. Furnish and install new vinyl asbestos floor tile, in these areas, to match the floor tile to be installed in New Meeting Room #1. ADD THE SUM OF $ " CRC -2 GENERAL REQUIREMENTS AND DEMOLITION 1-4 6. DEMOLITION a. City will remove existing fencing around existing • patio and any planting inside the fence and on the south side of the fence which City wishes to preserve. All concrete paving inside the existing fence and all concrete paving outside the existing fence in the area of the new construction, is to be removed under the work in this contract. • b. In the case of Alternate Bid #2 - Extension of Deck, City will remove the existing temporary portion of the deck before start of contruction. • • • • • c. Provide alltemporary shoring required to support existing roof, where existing beams or postsare to be removed, until new permanent supporting structure is securely in place. d. Remove all footings, walls, windows, roof etc. shown on the drawings to be removed, including plaster from walls which are to remain; and remove from the site all materials and debris, except for materials, including existing jalousie and sliding sash, security grilles, casework, etc., which are to be reused in the new construction. Carefully remove, store and protect all materials and equipment which are required to be reused. • CRC -2 GENERAL REQUIREMENTS AND DEMOLITION 1-5 SECTION 2 CLEARING AND EARTHWORK • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. 1. SCOPE OF THE WORK Clearing, excavating, importation of fill, filling, compaction, subgrade preparation, removing from site of excess materials, backfilling and finish grading to elevations shown on drawings; furnishing and installation of rock base under floor slab. e • 2. WORK NOT INCLUDED Excavation for pipes, etc., in connection with mechanical or electrical work which is specified under the respective headings for these classes of work. 3. CLEARING a. Clear site, including any and all items shown on drawings to be removed and haul away all debris. Care is to be taken not to damage existing utility lines, trees or other major vegeta- • tion adjacent to construction areas. Notify Architect when grading is to commence. (See Section 1 - General Requirements & Demolition for description of demolition work). b. City will remove, before start of construction, all vegetation which it desires to preserve within, and immediately south of, • the existing patio which is to be removed. • c. Strip all organic material and a minimum of six inches of upper soil from all construction areas. Material from exca- vating suitable for topsoil shall be stockpiled and used for finish surface grading in planting areas to a minimum depth of six inches. 4. EXCAVATION Excavate to dimensions and depths indicated on drawings. Footing excavation shall be to net size of footing or as required for form- • work. Where pedestal type footings occur, excavate to permit use of forms, extending sufficiently beyond each face to permit proper placing and removal of forms. Footings must be founded on firm, undisturbed natural soil, or approved engineered fill. Remove any tree roots or other obstructions encountered during • excavation for footings and excavate to firm, undistured soil and replace with compacted engineered fill or fill with concrete as directed by the Architect. • CRC -2 CLEARING AND EARTHWORK 2A-1 " 5. ERRORS IN EXCAVATION To be rectified as directed by the soil engineer. 6. GRADING, FILLING AND SUBGRADE PREPARATION a. General - Before the start of any construction or excavation for footings, the entire building site shall be scarified, then filled and compacted in the manner described in these " specifications to the subgrade required by the finish floor elevation as shown on the drawings. " b. Material - The material used for fill shall consist of approved site materials or a nonexpansive material similar to the existing on -site silty sand with clay binder. A sample of the fill material shall be submitted to City for approval by the soil engineer before any fill material is delivered to the site. The fill material shall be free from vegetable matter and any other deleterious substances. c. Placing and Compacting - Material shall be spread in layers not " to exceed six inches in depth before compaction. Material that does not contain sufficient moisture to compact properly shall be sprinkled with water. If it contains excess moisture, it shall be permitted to dry to the proper water content. The soil and water shall then be thoroughly mixed before it is compacted. Compaction shall be accomplished with compaction " equipment as approved by the soil engineer. The subgrade to be recompacted and all new fill shall be compacted to at least 90 percent of maximum dry density as determined by the Modified AASHO Method of Compaction T-180. All site grading will be inspected and tested by the soil engineer who will be paid by the City. " " " " 7. BACKFILLING Backfill with clean, approved soil material around walls and in, trenches in six inch layers with pneumatic tampers. Where trenches are in compacted fill, backfill with fill material excavated. 8. FINISH GRADING After completion of the structures, the area around them shall be finish graded to provide finish grades of paving, walks and plant- ing areas as shown on drawings. 9. DRAINAGE DURING CONSTRUCTION Adequate drainage shall be maintained during construction to prevent water from standing in or around footings or footing excavations. " CRC -2 CLEARING AND EARTHWORK 2A-2 " " 10. ROCK BASE AND SAND UNDER CONCRETE SLABS a. Furnish and install four inch (4") thick rockbase under all interior concrete slabs, below membrane, consisting of clean, coarse, gravel, minimum size 1/4", maximum size 3/4", well compacted by means of rollers, mechanical tampers or other suitable means. Submit material for Architect's approval. b. Furnish and install two inch (2") thick sand bed under all interior and exterior concrete slabs as shown on drawings. Sand under interior slabs to be above membrane. 11. CLEANING Remove from area under floors, slabs and fill, all wood, stumps, " form lumber, casual lumber and shavings in contact with ground; buried wood not permitted in any fill within ten feet (10') of building. Remove all debris and rubbish from the site. " 12. PLANTING AREAS Areas to be planted shall be left in a finish graded condition with subgrades established free from irregularities and true to the grades, slopes and shapes indicated; they shall be left clean and free of trash and debris. " 13. BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Requirements and Demolition, Paras. 4 and 5. " " " " CRC -2 CLEARING'AND EARTHWORK 2A-3 SECTION 3 CONCRETE AND CEMENT FINISHING • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. • 1. SCOPE OF THE WORK Furnish all labor, materials, equipment, transportation and services needed for the furnishing and installing of all concrete work and cement finish as required by the drawings and/or the specifications, including furnishing of concrete and transporta- tion by ready -mix plant. Cooperate with other trades in the insertion of items such as bolts, inserts, sleeves, pipes, embedded anchors, etc.; furnish and provide dowels and anchors required for carpentry work. • 2. MATERIALS a. Formwork - Foundations may be poured directly against earth if dimensions shown and called for as footing width are increased by one inch. • b. Reinforcement - ASTM A615-68 grade 40, new, steel reinforcing bars,. Clearance 3" to earth, 2" to wall forms, others as shown. Welded wire fabric shall conform to ASTM A-185. • • c. Portland Cement - ASTM C-150, Type II. d. Sand - Washed, natural sand of siliceous or igneous origin, having hard, strong and durable rounded particles. e. Aggregates - ASTM C-33, coarse aggregate shall be uniformly graded from one -quarter inch to maximum size. • f. Water shall be clean water from the Utility Company mains. • g• Admixture - Water reducing agent Pozzolith.3L by Master Builders Co.; Konset 1-R by Conrad Sovig Co.; or approved equal. Use in accordance with the manufacturer's recom- mendations. h. Colored Surface Hardener - Conrad Sovig Co. Foot -Sure Kolorblen Color Hardener of color selected by the Architect, equivalent Lithochrome or approved equal. i. Color Sealer - Conrad Sovig Co. Kolorblen Sealer V, equivalent • Lithochrome, or approved equal, to match color hardener in color. Surface Hardener - Horn One-Kote, equivalent Conrad Sovig Co. or approved equal. 7• • CRC -2 CONCRETE AND CEMENT FINISHING 3-1 " " " k. Bonding Agent - Sta-Crete Formula 15, or approved equal. 1. Crack Repair Material - Sta-Crete Formula 53 or 55 or approved equal. m. Membrane - St. Regis 'Moistop'. 3. CONCRETE QUALITY a. Concrete design mixes shall conform to the following: Maximum aggregate size Maximum slump Minimum 28 days compressive strength (pounds per sq. in.) Mix shallbe used for footings, grade beams, and slabs. 1" 4" 2500 b. Water Cement Ratio - Shall not exceed 6-3/4 gallons per cubic foot of cement. c. Cement Content - Minimum of 5-1/4 sacks per cubic yard of " concrete. d. Testing - The Contractor shall provide for test purposes one set of three cylinders taken from each 100 cubic yards or fraction thereof, or each day's pour, whichever is less. The cylinders shall be taken, cured and tested in accordance � with ASTM Standard Methods by an approved Testing Laboratory. The Contractor shall pay for the delivery of cylinders and for all testing and shall submit four (4) copies of test reports to the City. " " " " 4. MIXING CONCRETE a. Transit -mixed concrete shall be used consistent with the. general provisions of these specifications and ASTM Specifi- cation C94-48, and UBC 26-13-76. b. Admixture (2g) in proportions recommended by the manufacturer shall be used in slabs. No other admixture shall be used without the approval of the Architect. 5. REINFORCING STEEL a. Steel reinforcement, at the time concrete is placed around it, shall be free from rust scale, loose mill scale, oil, paint or any coating that will destroy or reduce the bond between steel and concrete. CRC -2 CONCRETE AND CEMENT FINISHING 3-2 b. Steel reinforcements shall be accurately placed and shall be positively secured and supported by metal galvanized chairs or spacers, by galvanized metal hangers, or by other devices approved by the City. The clear spacing between parallel bars shall not be less than one and one-half times the nominal diameter of the bars, but in no case shall the clear distance be less than one and one-half inches. Reinforcing steel shall be in position before concreting is begun. • • • • • • c. Anchors, bolts, inserts, conduits and all other items to be set in the concrete under this or any other headings of the specifications shall be placed and maintained in proper position in the form and embedded in the concrete. The Contractor shall properly coordinate this phase of the work. d. Lap all bars at splices, not otherwise shown, 40 diameters (24 inches minimum) for concrete work. Lap welded wire fabric at least eight inches (8") and securely wire. e. All details of reinforcement not shown or indicated on the drawings or specifically called for in the specifications shall conform to the "Specifications of the American Concrete Institute." All concrete shall be reinforced unless specif- ically marked "not reinforced" on the drawings. f. All 4" thick concrete slabs on grade shall be reinforced with 6" x 6" 10-10 electrically welded wire mesh, lapped 8 inches. 6. PLACEMENT OF CONCRETE a. Forms shall be clean and shall be wetted prior to placing concrete. Concrete shall be deposited as nearly as practicable in final position to avoid segregation due to rehandling or flowing. No concrete that has partially hardened or been contaminated by foreign material shall be deposited on work, nor shall retempered concrete be used. Concrete pouring shall be carried on as a continuous operation until placing of panel or section is complete. Top surface shall be to elevations indicated. All concrete shall be thoroughly compacted by suitable vibrator around reinforcement, embedded fixtures and into corners of forms. b. Notice shall be given to the Architect 48 hours in advance of each concrete pour. Place no concrete without Architect's inspection and approval. 7. CONSTRUCTION JOINTS Location of construction joints shall meet with Architect's approval. Joints not indicated on the plans shall be so made and located as to not impair the strength of the structure. Where vertical con- • struction joints occur•in grade beams or slabs on grade, the Con- tractor shall provide keys between the two different "pours" of concrete and shall, in addition, place dowels across the joints as detailed on the drawings. No slab panel shall be poured with a • CRC -2 CONCRETE AND CEMENT FINISHING 3-3 " maximum dimension of more than 25 feet in any direction or 600 sq. ft. in area unless directed by the Architect. Where practicable, pour sections shall be alternated, or staggered, as directed. 8. MEMBRANE Furnish and install over the baserock under the entire new interior concrete floor slab a membrane consisting of St. Regis 'Moistop'. Lap all joints a minimum of six inches (6") and seal with water- * proof adhesive or pressure sensitive tape in accordance with manufacturer's recommendations. " " " " " " 9. FLOOR SLABS Sub -base for all concrete floor slabs shall consist of base rock as specified in Section 2A, thoroughly compacted and covered with a membrane as specified above. Over the membrane apply a layer of coarse sand not less than 2" in thickness (specified in Section 2A). Dampen sand immediately before pouring the concrete slab. The slab shall be poured in a checkerboard pattern, with construction joints as detailed. When additional joints are necessary, provide proper key. All concrete floor slabs shall be laid to temporary screeds supported on screed pads to avoid pene- tration of membrane. Concrete shall be poured as dryaspossible, consistent with good workmanship. In no case shall the slump exceed 4 inches. In placing, concrete shall be compacted by hand tamping and by mechanical vibration. After the concrete is thoroughly compacted, the surface shall be screeded off, any surface water removed, and finish applied as specified. 10. FLOOR FINISHES a. All screeds for slabs shall be set to true alignment and elevation before commencing pour. Tamp slab surface with grid tamper; following stiffening of concrete, float to true surface and finish with two steel trowelling operations to a smooth, hard, dense, burnished finish, free from depressions or irregularities with surface variation of not more than 1/8" in ten feet. Depress floor slabs in areas shown on drawings to extent indicated; finish smooth, straight and level within above mentioned tolerance and leave broom clean for flooring. All slabs,where the concrete serves as the finish floor,except for colored concrete slabs, shall be impregnated with Surface Hardener (paragraph 2j) applied in accordance with manufacturer's directions and recommendations. b. Colored concrete floors, where called for on drawings, shall be finished with colored surface hardener (see paragraph 2h) using not less than 60 pounds per 100 sq. ft. in accordance with manufacturer's directions. Apply one thin coat of Sealer " undercoat the following day without buffing. If slab tempera- ture is below 45 degrees, or if surface moisture is present, delay application until temperature increases and moisture disappears. Where slab is exposed to temperatures of 75 degrees weather, wind and sun, apply Sealer undercoat immediately " CRC -2 CONCRETE AND CEMENT FINISHING 3-4 " " " " " " finish has set firm. Allow to dry before covering with curing paper. On completion of all construction work, but not less than 30 days after application of undercoat, clean all surfaces of dirt, laitence, etc., and apply Sealer Finish Coat. All sealer application and use of curing paper is to be in accor- dance with manufacturer's directions, and may vary from above description if otherwise recommended by manufacturer. 11. PAVING FINISHES a. Except where exposed aggregate is called for steel trowel as specified above; follow second troweling with fine hair broom, lightly brooming perpendicular to direction of traffic. b. Exposed aggregate finish, where shown on drawings, see notes on Sheet A.1. 12. CEMENT BASES a. Run cement bases, where shown on drawings are to be coved bases, six inches (6") high as shown on details with color hardener and color sealer to match adjoining floors. b. Provide metal lath backing over 15 lb. building paper against wall, secured with furring nails, as shown on drawings, and buildup base with portland cement scratch coat to within 3/8" to 1/4" below finish surface. Wet mix Kolorblen Base Mix, (or equivalent material to be furnished by manufacturer of Colored Surface Hardener) to a mortar consistency and finish base with a coving tool. Quantity of Colored Surface Hardener in Base Mix shall be such that the finished color of the base will match the color of the adjoining colored concrete floor and all material and workmanship shall be as recommended by the manufacturer of the Colored Surface Hardener. c. Prior to the application of the base, contractor shall prepare a three feet (3') long mock-up sample, on the site but not attached to the building, to illustrate color retention and " workmanship, for Architect's approval. Sample shall be con- structed and applied in accordance with the recommendations of the manufacturer of the Colored Surface Hardener. " " 13. CURING All concrete shall be kept continuously moist for at least seven days after pouring (including Sundays and holidays). Keep the concrete wet the entire first day it is poured. Dampen thoroughly the second day and then cover with a layer of Sisalkraft paper.. Keep slab wet for seven days by flooding water under the paper. " CRC -2 CONCRETE AND'CEMENT FINISHING 3-5 " i i 14. PATCHING AND DEFECTIVE WORK a. Immediately after removing forms, all concrete surfaces shall be inspected and any poor joints, voids, rock pockets, tie holes, etc., shall be patched. All concrete surfaces shall have all fins or rough surfaces removed and smoothed to an even surface. b. Where concrete fails to come up to specified strength, as shown by test cylindersl, or where excessive stone pockets, honeycombs, unauthorized construction joints, or other faults impair the strength of the concrete, repair or replacement shall be immediately effected at no extra cost to the City. 15. PIPE SLEEVES Wherever pipes, other than electric conduits one (1) inch or less in size, pass through concrete walls or work, they shall not be poured in solid. Before concrete is placed, they must be sur- rounded with a tight metal sleeve, providing, after the concrete is poured, at least 1/4" (one-fourth inch) clearance all around and they shall be located so as not to structurally weaken the concrete member. At existing sewer line follow detail on drawings. 16. PITCH SLABS TO DRAIN " Slabs shall be uniformly pitched to drain at floor drains and exterior paving as shown on drawings. 17. CONCRETE BONDING Wherever new concrete adjoins existing concrete, existing surfaces e are to be cleaned of all soil and other material and roughened with a wire brush before pouring new concrete. Provide dowels into existing concrete as shown on drawings. 18. FINISH OF CONCRETE PERIMETER WALL AT DECK EXTENSION (ALT. #2) All surfaces of concrete perimeter wall around new deck extension, which are exposed to view, are to be finished with a light sand- blast to remove the laitance and provide a light to medium surface texture. S 19. REPAIR OF CRACKS Where cracks occur in concrete floors which are to receive resil- ient tile finish, cracks are to be filled with Sta-Crete Formula 53 or Formula 55 before installation of finish flooring. 20. CLEAN UP Clean exterior slabs by sweeping and washing; interior slabs by soap and water washing and mopping. On completion of work, remove all surplus materials and debris. � CRC -2 CONCRETE AND CEMENT FINISHING 3-6 21. BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Rquirements and Demolition, • Paras. 4 and 5. • • • e • • • CRC -2 CONCRETE AND CEMENT FINISHING 3-7 SECTION 5 MISCELLANEOUS IRON The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. 1. SCOPE OF THE WORK Furnish all miscellaneous items of iron and steel not specifically mentioned elsewhere in these specifications, including all anchors, anchor straps, bolts, joists and beam hangers and such other miscellaneous iron work as is required as shown on plans or listed below. 2. MATERIALS Structural Steel shall conform to the latest edition of A.S.T.M. Standard Specifications A36. 3. WORKMANSHIP a. All miscellaneous iron, except galvanized iron, shall be given a shop coat of red lead. b. Conform to latest specifications of AISC. c. All welding to be done by "Certified Welders." 4. PROTECTIVE WINDOW GRILLES a. Remove existing window grilles on grid line F between 4 and 6 and install in new location on grid line B1 between 4 and 6. Furnish to General Contractor for accurately locating new window mullions and transomes to ensure that grilles will fit in new locations. b. Furnish and install two (2) new window grilles, on grid line B1 where shown on drawings, with angle frame and flat diamond mesh, galvanized after fabrication. Size and material thickness of angle frame and damond mesh is to be the same as in the existing window grilles. 5. HANDRAIL (Alternate #2) a. Furnish and install new galvanized steel pipe handrail and brackets to match existing handrails, as shown on drawings. b. Remove and relocate existing steel pipe handrails, as shown on drawings. c. See Section 1, paras. 4 and 5 for bidding requirements. CRC -2 MISCELLANEOUS IRON 5-1 SECTION 6A • • 1. SCOPE OF THE WORK Furnish all labor, materials, tools, equipment and services necessary for and properly incidental to complete all rough carpentry work and related items, installation of all rough • hardware, miscellaneous iron work and all wood backing and supports for the work of other trades in accordance with these specifications and the applicable drawings, including construc- tion and later removal of all temporary scaffolding, sheds, fences, etc., all wood framing, bucks, blocks, stripping, sheathing and building paper. Any other work not included • under other sections of these specifications. This Contractor shall lay out all of the work for the location and elevations in connection with the entire building. ROUGH CARPENTRY The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. 2. REFERENCES • Uniform Building Code 1976 - Chapter 25 - for framing, fire - stopping and fastening requirements. 3. LAYING OUT WORK Before commencing work, this Contractor shall verify the correct- • ness of all lines and levels of work completed and shall call to the attention of the Architect, in writing, any discrepancies he may find for correction or adjustment. Failing to do so, this Contractor shall assume all responsibility for correction of any errors. • 4. MATERIALS a. All lumber shall be graded and grade marked according to the latest specifications of West Coast Lumbermen's Association Standard Grading and Dressing Rules No. 16 for Douglas Fir, and the California Redwood Association Standard Grading and ® Dressing Rules for Redwood, and Commercial Standard CS45-48 of the U.S. Department of Commerce Bureau of Standards for plywood. All lumber used shall conform to the following minimum grades: 1) All exposed posts, mullions and transoms. C and better D.F. kiln dried moisture content 10-12% CRC -2 ROUGH CARPENTRY 6A-1 2) Concealed posts; Beams & Rafters. 3) Plates, joists and studs in plywood sheathed walls. 4) Partition studs, bridg- ing, small blocking and misc. 5) Plywood sheathing for 6) Two inch (2") nominal roof sheathing 7) Fascias,Exterior Deck- ing, Exterior Treads, Risers, and Deck Fascia; and all other exterior wood except beams, raft- ers, joists, blocking and roof sheathing. See also Section 6B Finish Carpentry & Millwork. D.F. Select Structural all roofs and walls. D.F. No. 1 - 1500f D.F. No. 2 - 1200f Group I exterior C -D 2x6 resawn V -grooved T & G No. 2 and better K.D. Ponderosa Pine eighteen feet (18') lengths Alaskan yellow cedar kiln dried select merchantable 8) Sill Plates Foundation grade Redwood or Pressure treated D.F. No. 1 9) Fencing and Patio See para. 19 below. Dividers b. Lumber at time of actual use shall be of grade specified. All lumber, including 1 inch, shall have a.moisture content not greater than 22% except that 10% of any shipment may have up to 25% moisture. (Except where kiln dried material is specified). c. Lumber is to be grade marked by an approved organization that specializes in this work. Sheathing, joists, studs, etc., to be S4S. d. Lumber delivered to the site shall be carefully piled off the ground in such a manner as to insure proper drainage, ventilation and protection from the weather. CRC -2 ROUGH CARPENTRY 6A-2 " 5. ROUGH HARDWARE All bolts, lag screws, wood screws and other fittings shall be structural steel grade and shall be installed as shown on drawings or otherwise required. Washers shall be placed under the head and nut of all bolts and lag screws which bear on wood. Timber connectors shall be of 16 gauge galvanized sheet metal or thicker, as shown and called for on structural drawings, or approved equal. Nailing according to manufacturer's speci- fications; use special nails where required. 6. NAILING The wood framing shall be securely nailed, spiked and bolted together so as to adequately resist all vertical and horizontal loading. Nailing of members shall be as indicated on the nail- ing schedule and elsewhere in drawings. Nails used in framing shall be standard size common nails. Where nailing is not specifically shown or noted, framing members shall be nailed together according to best practice and comparable to details shown for similar conditions. Nails shall not be driven closer together than 1/2 their length or closer to the edge of a member than 1/4 their length. Nails shall be of such length that when joining one member to another, the penetration shall not be less than 1/2 the length of the nail. No nails less than 8d shall be used for nailing 1" material, and 16d for 2" material, except for toe nailing or as specially noted. All nails used on the exterior of the building shall be galvanized. Where possible, nails shall be staggered to reduce the tendency to split the wood and shall be driven flush, at a slight angle, drawing wood members to a close contact. 7. BACKING AND CUTTING " Provide all framing, blocking and backing and do all cutting as required by mechanical and electrical contractors for heating, plumbing and electrical fixtures and for all other wall -mounted equipment. " " " Minor cutting and boring of structural carpentry for installation of pipes, conduits and ducts shall be done by the respective contractors of such trades, but all major cutting or boring of structural carpentry and all such work affecting finish carpentry, for such installation, shall be done under this section of the specifications. Provision for finish shall be installed as required to suit the conditions encountered. Wood supports shall be fixed for hang- ing and fastening of mechanical fixtures, etc., grounds shall be installed for securing all wood finish shown, dressed and sized as required, set true in perfect alignment with vertical and horizontal surfaces; bucks, blocks, etc., shall be provided CRC -2 ROUGH CARPENTRY 6A-3 " for securing finished work to work of others, properly bolted or nailed and secured to walls, etc.; furring for, all trades shall be done to neatly enclose pipes, conduits, etc., as directed and/or shown. 8. FRAMING All framing is to be as shown on the drawings, conforming with UBC1976 Chapter 25, and in accordance with the following " requirements: a. Beams shall be of sizes indicated and installed with crown side up. b. Joists shall be of sizes indicated and spaced as shown with " the crown side up, doubled under all parallel partitions and around all openings. No large or loose knots will be permitted in lower half of joists. Joists shall be set with tops made level to a uniform elevation. Joists shall be lapped a minimum of 12 inches over all bearings and shall be securely nailed into position. Where openings occur, " headers and supporting joists shall be doubled and well spiked, and headers and tail joists supported with metal hangers. " " " " " c. Ceiling and roof joists shall be of the sizes and spacing and braced as shown. d. Studs shall be of sizes shown, and shall be spaced 16 inches on centers, doubled around all openings, tripled at all corners, except where otherwise shown, trussed over all windows and over all door openings. e. Plates for wall and partition studding shall be single at bottom of studding and double at top, with joints occurring only over bearings and with at least three studs intervening between. joints. All plate material shall be of the same width dimension as studs and shall be staggered at the corners and joints. f. Solid blocking of the same size as the joists or the rafters in which they occur shall be installed between the joists or rafters, over all exterior walls, bearing partitions and girders, and at a minimum of eight feet on centers. Blocking shall be securely nailed in position to joists, rafters and top plates, and shall have vent holes drilled if and where shown on drawings. g - Fire Stops shall be installed full width of studding and sufficiently stiff to act as lateral bracing for individual studs, not less than two inches in nominal thickness and not less in width than the enclosed space within the partition. All stud walls or partitions shall have a continuous row of herringbone bridging or fire stopping to form complete and " CRC -2 ROUGH CARPENTRY 6A-4 " " C " " " O 0 effective separation in the entire width, placed in such manner that there are no concealed air spaces greater than seven feet in any dimension. Through studs from floor to floor or roof shall be fire stopped at points of passage through floors or roof. h. Cutting of wood girders, beams or joists shall be limited to cuts and bored holes not deeper than 1/5 beam depth from top, located not farther from beam end than three times the beam depth; cuts in excess of this, or bored holes with diameters more than two inches, shall not be permitted without special provision for framing beams, etc., as approved. i. Posts and mullions are all to be continuous from sill to lower top plate. J. Sills and transoms where exposed are all to be dapped into mullions about 1/4". k. Ceiling joists shall be 2 x 4 at 16" o.c. for spans up to 10'-0" and 2 x 6 at 16" o.c. for spans up to 15'-0" unless otherwise noted. 1. All openings required in floors., walls, roof or ceilings shall be framed for. Study carefully the mechanical and electrical drawings to ensure that all openings for fixtures, recessed ceiling lights, equipment, etc., are provided, whether shown on the framing plans or not. m. Framing for windows - Care shall be taken that all framing members receiving jalousie windows are perfectly plumb and acceptable to. the Contractor installing the windows. 9. PLYWOOD SHEATHING a. Plywood Sheathing shall be as specified above and in general structural notes on the drawings. See foundation and framing plans for locations. b. Fastening - Unless noted otherwise, plywood nails shall be common. See Sheet S.1. - General Structural Notes for nailing schedule. c. Bracing - Contractor shall maintain adequate temporary bracing in place until final bracing is in place. 10. WOOD FASCIAS Fascia boards as specified above shall be installed in long lengths with joints bevelled, set true and level and inter- sections set accurately to line at every change of direction; mitre all interior and all exterior angles. O CRC -2 ROUGH CARPENTRY 6A-5 11. SOUND INSULATION • Furnish and install 1/2" Fiberglass 'Soundstop' beneath gypsum board at all partitions shown on drawings to be so treated. 12. BUILDING FELT • Furnish and install 15 lb. asphalt saturated felt with large head galvanized steel nails beneath all wood or plywood siding and around all window openings behind metal sash and nail to wood sheathing. Carry around all corners for a distance of nine inches each way. See also Section 9A for sheathing membrane over plywood sheathing, beneath plaster, which is • to be extended under all wood grounds which are beneath exterior wood trim battens. 13. WOOD PRESERVATIVE AND PROTECTION All wood, including mudsills, nailing blocks, etc., entering • or resting upon concrete floors, walls, footings, etc., shall be painted with two coats of cuperlignum for a distance of at least one foot from such concrete or may be dipped in cuper- lignum for 15 minutes in lieu of painting with two coats of preservative, and such chemical treatments of wood shall be done at least two hours prior to incorporation in or on concrete. • 14. FORMWORK • • • • a. Formwork for all concrete shall be constructed of good, sound lumber of sufficient strength and so braced that proper place and position shall be maintained during pouring. b. The forms shall produce concrete surfaces which are dense, free from honeycombing and air bubbles which expose the aggregate. c. Form ties shall be of metal installed so that forms are plumb and level. d. Where finished concrete is exposed, formwork shall be constructed of Plyform minimum 5/8" thick with all joints aligning, and sufficiently tight to prevent leakage. Ply- wood shall be sealed with a nonstaining material. e. Install all necessary inserts, anchors, etc., before con- crete is poured. No wood permitted inside forms except wood bucks, nailing blocks or strips where required. Cut and repair forms for installation of work by others. Soak forms with water until tight before placing concrete. f. Strip all forms after concrete has set and cut off project- ing wires. • CRC -2 ROUGH CARPENTRY 6A-6 d i 4) P 15. REINFORCING CLIPS Furnish and install standard reinforcing clips at all studs which are cut away by plumbing contractor for installation of waste or vent pipes. 16. PROVISION FOR FOLDING PARTITIONS Furnish and install all supports and backing required by folding partition contractor to support partition tracks, to attach to adjoining walls, and to trim out as detailed. Obtain information on exact requirements from folding partition contractor. 17. CAULKING a. Furnish and install caulking wherever required to make the building weatherproof, including all locations shown on drawings. For caulking of aluminum windows see Section 8A. b. Caulking compound shall be P.R.S. #PR 5000 Thiokol Plysulfide Sealant meeting Fed. Spec. TT -S-00230 gun grade, non -sag, or approved equal and shall be applied in accordance with the Sealant manufacturer's recommendations. c. All joints shall be cleaned free of dust, oil, grease, water or frost before caulking. d. Minimum depth of caulking at deepest point shall be 3/8" and all adhesion lines shall be kept straight and neat. 18. SILLS Mudsills and floor plates shall be bolted as shown on the drawings or fastened with powder actuated tool securely to footings, slabs, etc., where no details are shown. No attachment with powder actuated tool shall be made into concrete until four days have elapsed after pouring. Provide full and level bearing on concrete and grout as required. 19. FENCING AND PATIO DIVIDERS (see Alternate Bids) a. Fence material shall be as follows: Posts - construction heart redwood full dimension rough. • Caps - select hear redwood rough or resawn. Rails - select heart redwood. Boards - sap clear rough or resawn b. Dividers for concrete paving shall be construction heart • redwood S4S clear one edge, painted with two coats of cuperlignum, or equal, before laying. 20. BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Requirements and Demolition, Paras. 4 & 5. S CRC -2 ROUGH CARPENTRY 6A-7 SECTION 6B FINISH CARPENTRY & MILLWORK • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. • • • • • 1. SCOPE OF THE WORK Furnish all labor, materials, tools, equipment, etc., neces- sary for the installation of all finish carpentry, millwork, casework, appropriate miscellaneous iron work, finish hardware and other appropriate items mentioned in these specifications. Furnish f.o.b. the building, all millwork, frames, doors, sills, interior and exterior trim, molding, cabinets, shelving and other work customarily furnished by the mill. All mill- work shall be dressed, smoothed and sandpapered at the mill and delivered to the building ready to set in place. Furnish and install all miscellaneous items not included under other headings of these specifications. 2. WORK EXCLUDED a. Furnishing of Finish Hardware which is specified in Section 8C of these specifications. b. Priming and back -priming of millwork which is specified in Section 9E of these specifications. 3. SHOP DRAWINGS Submit five (5) copies of shop drawings of all millwork to the Architect for approval before fabrication is started. 4. DIMENSIONS • Millwork shall be made to fit actual dimensions at the build- ing, which shall be verified. In case of discrepancies, the Architect shall be notified and adjustments shall be made to millwork as necessary without addtional charge. 5. MATERIALS AND LOCATIONS • a. General - Moisture content for soft woods shall not exceed 10 percent. • b. Douglas Fir — Kiln dried vertical grained Douglas Fir - use for all door frames, bases and trim where "wood" is called for in Finish Schedule for all battens and other interior trim, and for all window sills and heads where exposed on interior and in all cases unless otherwise men- tioned. See Section 6A for exposed Douglas Fir mullions and transoms. 0 CRC -2 FINISH CARPENTRY & MILLWORK 6B-1 c. Cedar and Redwood - Kiln dried, select merchantable Alaskan yellow Cedar or kiln dried clear heart Redwood for all window frames, exterior applied window sills, heads, jambs, stops, water table, wall battens and exterior trim. d. Douglas Fir Plywood - Plywood for casework, counters, etc., not exposed to view shall be Douglas Fir good on all exposed faces. e. Laminated Plastic - Formica, Laminart or approved equal, of color, pattern and finish as selected by Architect. See also Section 6A for materials for other locations which may be furnished by the mill. 6. MILLWORK INSTALLATION a. Install finish millwork, including doors, windows, wood trim, glazing stops, cabinet work and all other fixed wooden equipment as indicated on drawings or herein specified. All finish work shall be neatly installed with finish nails set free from hammer marks or damage. b. Millwork for exterior and interior of building shall be dressed smooth and sanded at the mill with joints true, straight, tight and made as inconspicuous as possible, erected in accordance with best practice, level and plumb, with no marks or defects, properly secured to adjoining work, thoroughly hand -sanded and left ready for finish. Nailing wherever practicable shall be concealed and nailing in exposed places shall have nail heads set for putty. c. Where joints in trim, etc., are unavoidable, they shall be closely fitted and tight. Use finish nails for all finish work and millwork. Damaged millwork shall be replaced or made good before painting. d. Priming and back -priming is specified under Painting, Section 9E, but Contractor shall be responsible for seeing that this work is done before installing millwork. Mill- work shall be primed immediately upon delivery to the job, with one coat of specified finish. Care shall be taken to prevent application of paint to millwork to be finished with stain. e. Ease all edges of all material furnished by the mill which will be exposed in their final position in or around the building including rails, stair treads and exterior edge of decking. 7. WINDOW FRAMES Window frames shall be as detailed on the drawings. CRC -2 FINISH CARPENTRY & MILLWORK 6B-2 " " " " " " " " 8. DOOR FRAMES Frames for doors shall be as specified in para. 5b above. 9. INTERIOR TRIM Best quality clear Douglas Fir, of sizes shown on. drawings. Where sizes are not indicated on drawings, wood bases shall be 3/8" or 7/16" x 3-1/4" and door trim shall be 5/8" x 1-5/8", except that in all rooms treated with wall battens all vertical trim occurring at module lines shall be 3-5/8" wide and all vertical and horizontal trim occurring between module lines shall be 2-5/8" wide. Note: Dimensions shown are assumed dimensions of existing tn.-in-Which must be matched where new trim adjoins existing trim. In all other locations minor changes in trim dimensions may be made if cost can be reduced by adhering to standard dimensions. 10. DOORS a. All doors shall conform tothe specifications of the NDMA. b. Exterior doors, except where fully glazed, shall be Calwood or approved equal, flush type with solid cores faced both sides with paint grade hardwood, with face veneer applied with water-resistant glue. Provide openings for ventilation louvers and openings and stops for view panels, wherever shown on drawings. c. Certain interior doors where indicated shall be solid core of type described in lOb but need not have water- resistant glue. d. Interior doors, except as in 1Oc, shall be Calwood or approved equal, flush type hollow core doors faced both sides with paint grade tempered hardboard and factory primed. e. Glazed and panelled doors shall be of vertical grain Douglas Fir. Doors shall have wood glazing stops projecting 1/8" beyond face of door. Panels shall be laminated from two layers of 1/8" tempered hardboard with 16 ga. galvanized sheet metal sandwiched between them. f. No door to warp or twist out of straight in any part, except if door contains more than 15 sq. ft., a wind of not more than 3/16" will be accepted. No door to shrink or open at any joint. Any door with defects to be replaced at Contractor's expense. " CRC -2 FINISH CARPENTRY & MILLWORK 6B-3 11. SPECIALTY HARDWARE. Furnish and install any specialty hardware shown on drawings • and not furnished by others, including hinges for cabinet doors. See Section 8C for specialty hardware included in Finish Hardware Section. 12. FINISH HARDWARE • • • • • c. Construction - All cabinets and cases except as noted above shall be equal to "Standard Grade", as described in Manual of Millwork of Woodwork Institute of California and as shown on drawings. All parts shall be securely mortised and tenoned together and all angles properly glue blocked. • All wood shall be dressed and machine sanded ready for staining or painting. All doors and drawer fronts shall be lipped and carefully fitted to face frames. Doors shall be hung with prime coat 3/8" offset hinges. • Bases shall be recessed for toe space on all exposed sides of cabinets and solid backed to receive topset base. Install all finish hardware listed under Finish Hardware (Section 8C) including all hinges, locks, pulls, bolts, etc., required for proper completion of the building. Contractor shall be responsible for all finish hardware upon delivery to the job. Fit accurately, then remove all finish hardware until painting is completed, then reset in proper working order; leave all hardware in good working order free from any workmanship or mechanical defects. Examine and adjust all doors, sash and other movable parts to see that all are in good condition and operation immediately before building is occupied. Any item not properly installed and in good working order shall be removed and replaced and damage to adjacent work repaired to Architect's satisfaction. 13. CABINET AND CASEWORK a. Design and Standard - It is intended that new kitchen cabinets shall match and be similar in construction to existing kitchen cabinets. b. Materials - Wood used in cabinets and cases, except as noted below or in drawings, shall be 3/4" Douglas Fir plywood, good two sides. All exposed edges shall have a solid edging to match exterior finish. Counter tops shall be 3/4" Douglas Fir plywood where covered with laminated plastic. Backs and sides of cases shall be 3/8" thick plywood where concealed. Where backs or sides of cases are exposed, 3/4" Douglas Fir plywood shall be used. CRC -2 FINISH CARPENTRY & MILLWORK 6B-4 " " d. Cabinet work shall be amply protected during delivery and storage by use of skids, boards and heavy paper. Fixed units, including wall cases, shall be anchored securely in an approved manner by screws, bolts, strips, anchors or other methods as required, but in no case shall nails be used. Where ends of cabinets fit against walls, face frames and/or end panels shall be fitted and scribed to the wall. Design, type, number of compartments, sections, drawers, scribe molds, shelves and other details of con- struction not indicated shall be of approved type. Ele- vations of fixed cabinets are intendedto show design only. e. Remodel existing cabinets to be relocated, as shown on the drawings. " 14. LAMINATED PLASTIC COUNTERS Counters, where indicated, to be finished with laminated plastic( as specified. All counters to be self edged at front, sides and all edges. All back splashes are to be coved. Laminated plastic is to be securely bonded to wood backing " with waterproof glue. 15. PROTECTION OF MILLWORK No millwork or interior finish shall be stored in the build- ing without proper protection until windows and openings are " glazed and enclosed. Any work damaged or defective shall be made good by this Contractor. " " 16. KITCHEN EQUIPMENT Uncrate and install in place, where shown on drawings, ready for plumbing and electrical connections, all kitchen equipment furnished by others (see Section 10C - Miscellaneous Specialty Items). Trim in recess as required. 17. FOLDING PARTITIONS All finish carpentry around the perimeters of all folding partitions shall be coordinated with work of folding partition contractor: and any trim requiredand not furnished by parti- " tion contractors shall be furnished and installed by this contractor. " CRC -2 FINISH CARPENTRY & MILLWORK 6B-5 SECTION 6C GLUED LAMINATED WOOD • • • • • • • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. 1. SCOPE OF THE WORK Provide all labor, materials and equipment to fabricate and erect glued laminated beams; it shall be the responsibility of this subcontractor to ascertain the accuracy of the location of supporting connections prior to final erection of glued laminated beams. 2. GENERAL a. Manufacture and Quality Control - Fabrication and workmanship shall conform to the current edition of both the "Standard Specifications for Structural Glued Laminated Douglas Fir (Coast Region) Lumber" by the West Coast Lumbermen's Asso- ciation (WCLA) and "Timber Construction Standards" of the American Institute of Timber Construction (AITC). Quality control shall be provided in accordance with AITC. b. Submittals - Shop drawings of all glued -laminated beams shall be submitted for review by the Architect prior to fabrication. 3. MATERIALS a. Lumber shall be Douglas Fir. (Coast Region) except where other- wise indicated on the drawings and shall be of stress grades and sizes as current "Standard Grading and Dressing Rules" of the WCLA and as modified by "Standard Specifications for Structural Glued Laminated Douglas Fir (Coast Region) Lumber" of WCLA. Moisture content at the time of gluing shall be minimum of 8% and maximum of 12% and shall not vary more than. 5% when made into one member. b. Adhesive shall be exterior type adhesive of phenol, resorcinol and melamine type and shall conform to Military Specification MIL -A -397B or MIL -A-5534. c. Sealer shall be in accordance with AITC Protection STandards. 4. FABRICATION a. Glued Laminated Beams shall be fabricated and constructed in accordance with the previous referenced standards and the current U.S. Commercial Standard CS -253, "Structural Glued • Laminated Timber", except that Section 8.2.2 of the U.S. Commercial Standard CS 253 for Structural Glued -Laminated Timber shall not apply and in place thereof,the following shall be the requirements: • CRC -2 GLUED LAMINATED WOOD 6C-1 1) Qualification Test for end joints shall be limited to straight bevel scarfed end joints with a slope of 1 in 8 or flatter. • b. Camber as..indicated on Framing Plans. c. Stress Grade shall be Douglas Fir Combination 22F (Fb=2200 psi). d. Appearance grade shall be Architectural. e. Inspection - All glued laminated structural members shall be inspected during lamination by an approved inspection agency, and shall be accompanied by a signed certificate stating that the members comply with the specifications. Fabricator to furnish Architect with the following: WWPA Certificates on • on lumber grades and AITC Certificates on gluing procedures. All members to be stamped and identified by the AITC mark. 5. ERECTION, a. Set True to lines, levels and elevations shown. Place • members without damage. Verify field dimensions prior to fabrication to insure proper fit. b. Lag Screws - Screw into place, do not drive into place. Fit with pressed steel washers under head. Bore holes for lag screws same diameter and depth as shank; holes for • threaded portion not larger than base of screw thread. c. Bolts - Drill holes same diameter as bolts, bored true to line, and bolts driven into place with tight fit. Fit all bolts with steel plated or standard malleable iron washers under heads and nuts. Draw nuts up tight when installed and • again just before enclosing with other work or at completion of this work. • 6. PROTECTION AND STORAGE a. Wrap members in moisture resistant paper for protection in ® transit and during storage and erection. Store off ground, fully protected from all elements or damage.. b. Seal ends of all members as soon as practicable after end trimming. Surfaces of members shall receive one seal coat. • 7. DEFECTIVE WORK Any errors in fabrication or erection shall be cause for rejec- tion of the member or members. Any necessary corrections to make the work proper shall be at the Contractor's expense. • CRC -2 GLUED LAMINATED WOOD 6C-2 SECTION 7A SHEET METAL WORK • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. • • • • • • • 1. SCOPE OF THE WORK Furnish and install all sheet metal work indicated on the drawings or described in this specification, where sheet metal work is not specifically included in other sections of this specification. The Contractor shall closely cooperate with the Roofing. Contractors where work interrelates. MATERIALS a Galvanized Steel- "Armco" or "Toncon", or equal copper bearing galvanized steel sheets. b. Rivets - Soft iron,tinned rivets. c. Nails - 12 gauge, 7/8" galvanized roofing nails. d. Fly Screening - As provided by manufacturer of ready-made product, or .0.11" diameter 18 x 14 mesh aluminum mesh where fabricated by the Contractor. e. Solder - Comply with Standard Specifications for Solder Metal (Designation B32-21) for Class A-1 as specified in Section 4 thereof. f. Flux - Raw muriatic acid. g. Aluminum - 3S alloy minimum thickness .032. 3. WORKMANSHIP a. Inspect all surfaces and details which are to receive sheet metal work to see that all such details are properly formed to receive the work and to permit of a satisfactory installa- tion. Exposed edges shall be doubled, and fastenings invisible, where possible. The whole installation shall be watertight, with proper allowance for expansion and contraction due to temperature changes, and shall be cleaned and left in perfect condition. b. Except as otherwise noted on drawings or specifications, use 26 gauge iron or steel. Finish shapes true and straight where members intersect each other and cope to precise fit and securely solder. Thoroughly clean materials at joints prior to soldering. • CRC -2 SHEET METAL WORK 7A-1 c. Paint all surfaces not exposed after installation with one coat of red lead. • • • • • • • • • d. Wherever flashing is required in contact with aluminum, aluminum flashing shall be used. All opportunity for electrolytic action with other metals shall be avoided. 4. RAINLEADERS Roof leaders, as shown on the drawings, shall be constructed of 24 gauge galvanized iron. Leaders shall be of sizes indicated with each change of direction neatlymitred and soldered and straps securely attached to wall with aluminum nails set not more than six feet on centers and each leader secured in at least three places. 5. METAL EDGING, FLASHING, SUMPS AND SLEEVES 26 gauge galvanized sheet steel of type and size indicated on drawings. Where necessary to secure sheet metal by nailing, use roofing nails at 12" o.c. in a manner such as to avoid leakage. Sumps, caps and vent flashings shall have apron at least 4" wide, set on roofing. Flash around all pipes and vents projecting through roof. Secure flashings by means of concealed clips wherever possible. 6. COVERS OVER ELECTRICAL RACEWAY ABOVE ROOF Furnish and install galvanized sheet metal covers over electrical conduit and boxes installed above wood roof decking at the overhang on the south side of the building addition between grid lines 3"and 7. (See electrical drawing E.1 for locations.). Covers shall have canted sides and flangesto nail to decking and shall be of gauge and shape acceptable to the roofing contractor for roofing over. 7. BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Requirements and Demolition, Paras. 4 and 5. 8. SADDLE FLASHINGS (Alternate #2) Furnish and installsaddle flashings where beams for extension of deck enter exterior wall of building addition. See drawings for profiles and details of installation. 0 CRC -2 SHEET METAL WORK 7A-2 SECTION 7B BUILT-UP ROOFING The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • • • • 1. SCOPE Furnish and install all built-up roofing, including making watertight connection to existing roofing, all as shown on drawings. Cooperate with Sheet Metal Contractor where work interrelates. 2. SPECIFICATION Built-up roofing and flashing shall be the following system of Johns -Manville or approved equal, and the specification referred to by number is hereby incorporated into these specifications: a. Built-up Roofing - Specification No. 800, consisting of 1 ply of 40 lb. Base Felt, 3 plies of 15 lb. Perforated Felt and a surface coating of gravel 400 lbs. per square. Felts to be .set in 75 lbs. Aquadam per square and gravel in 70 lbs. Aquadam per square. Provide additional Aquadam where necessary at junctions between new and existing roofing to avoid any dammed up area of roofing. Completed roofing shall be 20 year bondable. b. Materials - As described in J.M. Specification No. 800. Commercial grade washed 1/4" to 1/2" size. ! 3. INSPECTION Roofing Contractor and General Contractor shall notify roofing manufacturer before commencing work, allowing sufficient time to arrange for inspection service. • 4. ROOF DECK PREPARATION a. All inclined surfaces shall be properly graded to outlets or gutters. All metal fittings shall be in place ready for this Contractor to attach his work. All roof decks shall be swept clean before roofing is applied. Wood ! sheathing shall be dry, smooth and well nailed. Large cracks or knot holes shall be covered with metal. b. Furnish and install cant strips in the angles formed by the deck and adjoining vertical surfaces except where curbs of mechanical equipment have preformed cants. • Cants behind fascias must be of wood, remaining cants may be of asphalt cane fiberboard. Install canted sheet • CRC -2 BUILT-UP ROOFING 7B-1 " " " " metal covers furnished under Section 7A - Sheet Metal Work over all electric boxes and conduits; see electrical drawing Sheet E.1. for locations at roof overhang between grid lines 3 and 7. c. Furnish and install asphalt treated fiberboard tapered roof edging where changes of plane occur; use 1/2" x 6" edging at edge of plywood sheathing and 1" x 12" edging at edge of existing rigid insulation. Blend edging in as necessary to make smooth transition to existing edge of insulation. 5. APPLICATION a. Sheet Metal Work - Noted in this Section to be attached by the roofing Contractor shall be supplied by the Sheet Metal Contractor, except as noted in para. 4a above. b. Gravel Stops and Curbs - Gravel stops shall be in place ready for the Roofing Contractor to attach his work. Set flange in hot asphalt on top layer of roofing. Nail flange at 12" o.c. Seal with two plies of 15 lb. per- forated asbestos felt wide enough to extend beyond cant strip onto flat roof surface and mopped solid with asphalt. At all curbs similarly add two plies of 15 lb. perforated asbestos felt over roofing felts. " c. Fleshings for Roof Fixtures and Vents - Turn back lower two layers of roofing felt and mop down to prevent drippage of roofing bitumen or asphalt around openings. Embed flanges of fleshings on fourth layer of roofing, nail and seal with 4" strip of reinforcing fabric, mopped solid. Mop in additional felt collar cut to fit overvents and " extending 6" beyond flanges on all sides. Finish with plastic cement cone around base of vent. d. Roofing - Shall be applied by an authorized applicator over nailable deck in strict accordance with recommenda- tions and specifications of roofing manufacturer. Rec- " ommendations of roofing manufacturer for attachment of fleshings, gravel stops and other accessories shall take precedence over details on drawings and these Specifications. e. Nails & Flat Caps - As recommended by manufacturer of roofing materials. Over plywood decks, use only annularly " threaded nails. " 6. CUTTING AND SEALING INTO EXISTING ROOFING a. Where existing roofing is to be removed in order to connectnew construction, cut roofing necessary for structural work to be performed, to an extent and in a manner which will permit a watertight seal with new roofing, with a minimum lap of 18". " CRC -2 BUILT-UP ROOFING 7B-2 " " b. Where a lap is to be made between existing and new roofing, spud the existing gravel, mechanically or by hand, for a width of at least 18", so as to remove all existing gravel down to a smooth felt surface. Coat this surface with asphalt primer. Slide the new base sheet under the existing roofing felts and feather out the new felts over the existing exposed felt in increments of 6", with the top felt making a full 18" lap over the existing roofing. Finish with flood coat and gravel per J.M. Specification No. 800. c. In all cases build up with extra felts and/or.Aquadam, where necessary, to avoid creating any dammed up areas and so that water can flow freely in all directions. " 7. GUARANTEE The Contractor shall furnish to City a written guarantee that all roofing and flashings are guaranteed to be water- tight for a period of two years after the date of acceptance of the work by City. Bulging or wrinkling of built-up roof " surfaces shall be considered a defect. 8. CERTIFICATION Furnish affidavit signed by an authorized representative of manufacturer of roofing felt and roofing stating that " all roofing felt and roofing used on work complies with requirements of this specification, and all materials were applied in quantities and in the manner specified., and entire roof has been correctly laid in accordance with specifications. " " " " CRC -2 BUILT-UP ROOFING 7B-3 SECTION 7C INSULATION • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • 1. SCOPE Furnish and install complete installation of thermal insu- lation and sound retardant insulation, as shown on the drawings and specified herein. • 2. MATERIAL Owings -Corning or Johns -Manville fiberglass insulating batts having a resistance rating of R11 or R19, according to location as specified below. Where installed between roof joists, batts shall be made for 24" joist spacing and shall ® be kraft faced one side with flanges for stapling. 3. LOCATION a. Install R19 insulation at the ceiling or roof of all new construction and all existing exterior and interior • roofed areas which become part of the new enclosed space, except at existing roof between grid lines 3 and 7 and D and F, where Rll insulation shall be installed between 2x4 joists below existing two inch decking. All insulation is to be installed between new roof joists or between joists installed immediately • beneath existing two inch decking, except inexisting area between grid lines 1 and 3 and C and F where it is to be installed between ceiling joists. Staple all insu- lation in place at ceiling and roof joists. b. Install Rll insulation between studs at all exterior walls • and at sound retardant partitions as and where shown on drawings. c. Where insulation is installed between roof joists and no gypsum board is attached to the underside of theroof joists, insulation shall be stapled in place and addi- tionally supported by means of 20 gauge wires at 2'-0" o.c.. perpendicular to the direction of the joist span. • CRC -2 INSULATION 7C-1 SECTION 8A ALUMINUM WINDOWS AND SCREENS • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specifications. 1. SCOPE OF THE WORK Furnish all materials, labor, transportation, tools, appliances and equipment required to supply and install all new aluminum windows and flyscreens of sizes and in locations indicated on drawings and to remove and reinstall • existing aluminum windows as shown on drawings. • • • • • 2. MATERIALS a. Aluminum jalousie hardware windows to be International Window Corporation "Louvre Queen", Series 400; United States Aluminum Corporation "Air -Flo", Series 300; or approved equal, anodized lever -operated strip hardware of dimensions shown on drawings to match existing jalousie windows. Jambs are to be completely weather- stripped and shall be furnished and installed complete with head and sill weatherstripping consisting of aluminum channel with weatherseal. b. Aluminum Sliding Window to be International. Window Corporation 'Roller Queen' Series 1200, Arcadia Series 760, or approved equal, complete with weatherstripping, all operating hardware and aluminum screen with fiber- glass mesh. Window shall be furnished with continuous vinyl glazing channels for the required thickness of glass, (See Section 8B Glass & Glazing for requirements) and with nailing fins for installation in wood framing. Window shall match existing window to be relocated, with fixed glass above the sliding sash, and shall be custom made to fit the new opening. c. Aluminum for items, 2a, 2b above, including screens, shall be 6063-T5 extruded sections chemically etched and satin anodized to Alcoa Spec. #202-R1, or approved equal. d. All mullions shall be capableof withstanding a minimum uniform load of 15 lbs. per sq. ft. on the entire window surface perpendicular to the plane of the window with a maximum deflection of 1/360 of the mullion span. CRC -2 ALUMINUM WINDOWS AND SCREENS 8A-1 " e. Glass 1) Glass for sliding window shall be clear float glass as specified in Section 8B, para. 2a. 2) Glass for existing and new jalousie windows shall be 1/4" thick Auto Safety Glass with all exposed edges polished. " 3. REMOVAL AND REUSE OF EXISTING WINDOWS a. Remove existing jalousie hardware windows Mark W2, including connecting mullions, at Grid Line F between 4 and 6, and reinstall in new locations shown on drawings on Grid Line B1. Remove existing glass slats " and replace with new Auto Safety Glass slats as speci- fied in para. 2e(2) above. Furnish and install new flyscreens and attach them to the inside of the frames of the steel protective grilles. Note: New Jalousies Mark W1 are to match existing " jalousies Mark W2, and are to have Auto Safety Glass slats and flyscreens secured in the same manner as for Mark W2 jalousies. " b. Remove existing sliding window Mark W3A and screen, at Grid. Line B between 8 and 9 and reinstall in new location shown on drawings on Grid Line B1. Glass in Mark W3A is to remain. Glass in new sliding window Mark W3 is to be clear float glass as specified in para. 2e(1) above. c. Protect all windows between time of removal and time " of reinstallation. " " " d. See Section.1 - General Requirements and Demolition for removal of existing operating sash where shown on drawings. Existing jalousie on Grid Line 7 between D and E is to be removed and will be replaced with fixed glass under work in Section 8B. Remove from the site all glass not being. reused. 4. SAMPLES Samples of all windows are to be submitted to the Architect for approval before windows are ordered by Contractor. 5. INSTALLATION Provide: all necessary screws, clips and anchors and set all windows in mastic. Windows are to be installed as shown on the details, and shall be set straight, plumb, level and " CRC -2 ALUMINUM WINDOWS:AND SCREENS 8A-2 securely anchored in place in accordance with manufac- turer's recommendations. Windows shall be caulked at all junctions between aluminum frame and adjoining materials, with caulking compound, to provide watertight installation. Caulking shall be Tremco Monolastic Meric one part acrylic, installed in accordance with manufac- turer's directions. Jalousie windows must be installed by the subcontractor who is furnishing them. Installation shall be made by mechanics experienced in the work and in accordance with the recommendations and instructions of the manufacturer or his representative. 6. SCREENS Furnish and install standard aluminum mesh flyscreens in aluminum tubular frames at all jalousie windows, including relocated jalousie windows Mark W2, and at new sliding window Mark W3. At window Mark W3A replace fiberglass screen with aluminum mesh screen. Screens shall be attached with special clips so as to be easily removable without having to remove screws. Provide stiffeners in frames as required to maintain mesh in taut position. CRC -2 ALUMINUM WINDOWS AND SCREENS 8A-3 SECTION 8B GLASS AND GLAZING • The Contractor's attention iscalled to the General. Conditions and the Special Conditions of the Contract which are a part of this specification. ® 1. SCOPE OF THE WORK Furnish all labor and materials necessary for the furnishing and setting of all fixed glass as shown on the drawings and as herein specified, which shall include the following: • a. Glazing of all interior and exterior windows except glass for jalousies and sliding windows which is specified under Section 8A. b. Glazing of all glazed wood doors. • • • • • • 2. MATERIALS, a. Clear Float Glass - Libbey-Owens-Ford, Pittsburgh, or approved equal, "B" quality 3/16" thick for areas up to, 25 sq. ft.: and 7/32" or 1/4" thick for areas over 25 sq. ft. b. Clear Tempered Float Glass - Libbey-Owens-Ford, Pittsburgh or approved equal, permanently labeled as required by the State of California Health and Safety Code, 3/16" thick for areas up to 25 sq ft & 7/32" or 4" for areas over 25 sq ft. c. Putty -. Exterior and Interior Fixed Glass: A standard brand of putty complying with Standard Specifications listed in References. Use natural color putty. Putty used on all exterior windows to be mixed with'a standard brand of mastic in the proportion of 1/3 mastic to 2/3 putty. 3. LOCATIONS a. Clear tempered float glass is to be used in all fixed glass lights below a height of seven feet (7') and in all glazing in doors; all to be of sizes and in locations as shown on drawings. b. Clear float glass is to be used in all fixed glass lights above a height of seven feet (7') . 4. REMOVAL OF EXISTING GLASS AND REPLACEMENT See Section 1 - General Requirements and Demolition for removal of existing fixed glass and operating sash where shown on draw- ings. No glass being removed is to be reused in the new or, remodeling work* Furnish and install new replacement glass of types and in locations called for on drawings. Remove from the site all glass not being reused. • CRC -2 Except where untempered glass is permitted. GLASS AND GLAZING 8B-1 5. INSTALLATION Install glass in accordance with manufacturer's recommendations. • All glass shall be back -puttied, and glass in wood frames shall be secured with wood stops with splayed backs to prevent putty from being squeezed out. 6. WORKMANSHIP • Cut glass with smooth, straight edges to size required by openings. After glazing has been completed, sash, doors and other items installed, and before painting starts, all loose or misshapen putty shall be replaced or reworked and ' left free of finger marks or other defects. Upon completion of the building, thoroughly clean and polish all glass and • mirrors and replace lights showing serious defects. 7. BREAKAGE This Contractor shall be responsible for the protection of all glass and shall, at his own expense, replace and make • good all glass damaged or broken from any cause whatsoever until the final completion and acceptance of the building. • • • • • CRC -2 GLASS AND GLAZING 8B-2 SECTION 8C FINISH HARDWARE • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this specification. 1. SCOPE OF THE WORK • Furnish all materials, equipment, transportation and technical, services required for furnishing a complete installation of finish hardware to completely equip the building as shown on. the drawings and as specifically specified herein. 2. WORK NOT INCLUDED • Installation of Finish Hardware is not included in this Con- tractor's work but is specified under 'Finish Carpentry and Millwork' (Section 6B). 3. SPECIFIC REQUIREMENTS While the following hardware schedule is intended to cover all', doors and other movable parts of the building and establish a type and standard of quality, it shall be the specific duty and responsibility of the finish hardware subcontractor to examine the plans and specifications and furnish proper hardware for • all openings whether listed or not. • The hardware subcontractor shall prepare for the Architect six copies of a complete schedule of all hardware within thirty days after award of. contractfor approval. No substitutions will be permitted unless physical samples are submitted to the Architect • ten days prior to bid opening; hardware shall be furnished with each unit marked or numbered in accordance with the hardware schedule submitted. 4. WORK BY OTHERS • Hardware for the following items is specified under their respective trade headings: a. Toilet Stall Doors and Accessories b. Folding Partition c. Metal Windows • d. Bathroom Accessories 5. FINISH • The finish of all hardware shall be United States Standard US26D. CRC -2 • FINISH HARDWARE ' 8C-1 " " " 6. BUTTS Unless otherwise specified the size of the butts will be determined by the following table: Doors 1-3/8" thick and up to 3'-0" wide to have 31/2" x31/2" butts Doors 1-3/4" thick and up to 3'-4" wide to have 41" x41/2" butts Note: All butts shall be of proper width to clear trim in projections. 7. DOOR CLOSERS All closers shall be full rack and pinion type and shall be one manufacture. The closer shall be as Norton with aluminum shell and malleable arm construction. Drop plates shall be furnished where required. 8. CYLINDRICAL LOCKS The case shall be steel, zinc plated, dichromate dip 2-1/16" " in diameter. The latch bolt shall be brass 5/8" throw, self- lubricating. All locks shall have 2-3/4" backset. The design shall be as Plymouth manufactured by Schlage. 9. STRIKES The strikes of all locks and exit bolts shall be of sufficient " size to clear all trim but shall not project beyond 1/4" of trim. All strikes shall be supplied with wrought boxes, for locks. " " " 10. TEMPLATE HARDWARE All hardware applied to metal doors or jambs shall be made to template and secured by machine screws. Reinforcing units shall be furnished for hollow metal doors where cylindrical locks are specified. Furnish templates, lock reinforcing units and template hardware to metal door and frame manufacturer for appli- cation to the factory, unless required otherwise. 11. KEYS AND KEYING The masterkeying and interkeying shall be as directed by the Architect. The new keying shall be done at the factory only and a permanent record made and maintained by the factory. Three keys per lock or masterkey set. All locks shall be Grandmaster keyed to the Schlage locks in the existing building; consequently all keyed locks must be Schlage. 12. HARDWARE LIST Catalog numbers referred to in the following list are taken from the following manufacturers: McKinney, Schlage, Norton, Quality and Corbin. Equivalent Stanley, Sargent, Builders Brass, Eagle or approved equal will be acceptable. " CRC -2 FINISH HARDWARE 8C-2 13. FASTENINGS Finish hardware shall be furnished with all necessary screws, bolts or other fastenings of suitable size and type to anchor • the hardware in position for heavy use and long lift, and shall harmonize with the hardware as to material and finish. These fastenings shall be furnished where necessary with expansion shields, sexbolts, toggle bolts, or other approved anchors according to the material to which it is applied and as recommended by the manufacturer. • • • 16. STOPS AND HOLDERS Where a wall holder is specified and conditions require a floor type holder, it shall be furnished or vice versa. Where stops are specified and a larger one is required to clear threshhold, • it shall be furnished. 14. CODES All hardware shall comply with applicable fire and building codes. All doors shall be operable from the inside by merely turning the knob or depressing the cross bar of the exit bolt. 15. FIRE DOORS Wherever class fire doors occur, hardware shall be furnished to local code requirements. If coordinators are required, they shall be supplied. 17. THE FOLLOWING SHALL BE MAILED DIRECTLY TO THE BUILDING DEPARTMENT, CITY OF SAN MATEO, CALIFORNIA: 1. Closer Key Valves • 2. Booklet on Maintenance 3. Master Keys 18. SCHEDULE Finish hardware shall be according to the following schedule: GROUP #1 Existing Lobby from Meeting 1 Door D-4 • 3 PR BUTTS TA 2714 PC 4'x4'/2 2 PUSHPLATE 40 3'x15 US 26-D 2 PULLPLATE 40x170 32x15 US 26-D 2 CLOSERS 7700 x ALUM 2 HOLDER/STOP 147 US 26-D 2 KICKPLATE lox US 26-D GROUP #1A Meeting 1 to Kitchen 11 Existing Door (Re -use existing hardware) 1 SIGN 1004P KITCHEN (1" high letters with contrasting background as approved by Architect). • CRC -2 FINISH HARDWARE 8C-3 • S GROUP #2 Exterior from Existing Game Room Door D-12 BUTTS TA 2714 -PC 41/2x41/2 NRP ALARM 2200 ECL CLOSER 7700 x ALUM. THRESHOLD 212A/210AV CYL. 20-022 US26-D INSIDE CONTROL ONLY WEATHERSTRIPPING 114 PFPS AT HEAD & JAMB GROUP #3 Exterior Exterior from Meeting 1 Door D-1 from Meeting 1 Door D-2 3 PR BUTTS TA 2714 -PC 4'x4 NRP 2 PANIC 88 -FO -DT 2 CLOSER 7700 CUSH-N-HOLD 2 THRESHOLD 212A/210AV 2 SET WEATHERSTRIPPING 114 PFPS GROUP #4 Exterior from Furnace 8 Door D-10 11 PR BUTTS T2714 -PC 41/2x41/2 1 LOCKSET A53PD Ply 26-D W/2-3/4 B.S. 1 HOLDER ARM #2 GROUP #5 Exterior from Kitchen 11 Door D-11 Exterior to Director S Door D-13 3 PR BUTTS TA2714 PC 41/2x41/2 NRP 2 LOCKSET G53PD Ply 26-D W/2-3/4 B.S. 2 CLOSERS 7700 1 THRESHOLD 212A/210AV (DR.D-11); 1 THRESHOLD 115A/61+345 DRIP 2 SET WEATHERSTRIPPING 114PFPS GROUP #6 Foyer 9 to Men 7 Door D-6 Foyer 9 to Women 10 Door D-7 3 PR BUTTS TA2714-PC 41/2x41/2 2 PUSHPLATE 40 3x15 US 26-D 2 PULLPLATE 402 3'x15 US 26-D 2 CLOSER 1603 x ALUM 2 STOP 302TB US 26-D 2 SIGNS 1004P MEN WOMEN 2 SET SOUNDSTRIPPING (PEMKO) MORTISE DOOR BOTTOM 411A HEAD & JAMBS - 1/4"x1/2" CLOSED CELL SPONGE NEOPRENE TAPE WITH PRESSURE SENSITIVE. BACK. (DR.D-13) CRC -2 FINISH HARDWARE 8C-4 GROUP #7 Meeting 1 From Star. 4 Door D-3 3 PR BUTTS T2714 PC 4x4' • 1 LOCKSET A51 PD PLY 26-D W/2-3/4 B.S. 2 FLUSH BOLTS 1358 12" US -26-D 2 STOPS 302-T US -26-D 1 SIGN 1004P STORAGE (1" High letters with contrasting background GROUP #8 as approved by Architect) • Office 3 to District Director 5 Door D-14 11 PR BUTTS T2714 -PC 4'x4' 1 LOCKSET A51 -PD PLY 26-D W/2-3/4 B.S. 1 STOP 302-T US -26-D • • • • • GROUP #9 (Alternate Bid #la) Exterior from Patio Gate G1 1h PR BUTTS 2714 -BP -2H 5x5 1 ALARM 2200 ECL 1 CYL 20-022 US -26-D INSIDE CONTROL ONLY GROUP #10 (Alternate Bid #1 b) Exterior from Patio Gate G2 1i PR BUTTS 2714 -BP -2H 5x5 1 DEADBOLT B462 26D W 2-3/4 B.S. 1 GATELATCH 1261 GROUP #11 Lobby to Control Office 2 Gate D8 1 PC PIANO HINGE 2"x42" 1 SECRET GATE LATCH 989X GROUP #12 Meeting 1 to Kitchen 11 Slide -Up Door 1 SET PULLMAN BALANCES (VERIFY WEIGHT BEFORE ORDERING) 2 FLUSH BOLTS 1262 US -26-D CABINET HARDWARE CATCHES PULLS ELBOX CATCH • LOCKS • WALL SIGNS 40 ALD EACH LEAF 1161 EACH LEAF 26D 2A WHERE REQUIRED 738 WHERE SHOWN. - TO BE MASTERKEYED. SIGN #1: MAXIMUM OCCUPANT LOAD DANCE - 124 PERSONS BANQUET - 58 PERSONS SIGN #2: MAXIMUM OCCUPANT LOAD DANCE - 119 PERSONS BANQUET - 55 PERSONS BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Requirements and Demolition, Pares. 4.& 5. • CRC -2 FINISH HARDWARE 8C-5 SECTION 9A LATH AND PLASTER • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. 1. SCOPE OF THE WORK Furnish all labor, materials, tools, equipment and transpor- tation required for the furnishing and complete installation of all lath and plaster work as called for on the drawings and as herein specified. • 2. REGULATIONS All work and materials shall be in accordance with all applicable State, County and City Codes, Laws and Regulations, applicable to this construction. • 3. REFERENCES Work under this section unless otherwise noted shall be in accordance with the United States Gypsum Company, Products and Systems Manual; Lathing, furring and plastering specifi- • cations of the California Lathing and Plastering Contractors Association, Inc., U.S. Bureau of Standards Wall Plaster Circular #151, ASTM & Federal Specifications. 4. MATERIALS • All materials shall be as listed below or approved equal. a. Wire Lath - 18 gauge, 1" mesh galvanized woven wire mesh. b. Corner Beads and Screeds - U.S.G. #1-A for outside corners and #66 for casing beads, or equivalent Milcor, all gal- • vanized; as shown on drawings and as required for each condition. c. Sand - Clean, sharp, containing maximum of 5% silt or other deleterious material. No Organic matter permitted. • d. Sheathing Membrane - 15 lb. felt as manufactured by Pacific Coast Paper Company, or equal. e. Portland Cement - ASTM Specification for Portland Cement (serial designation C -150-40T), U.S. Gypsum Company or equal. f. Exterior Stucco - Peerless, King or equal with integral color and surface texture to match stucco on walls of existing building. • CRC -2 LATH AND PLASTER 9A-1 5. WORKMANSHIP Use calibrated measuring equipment in proportioning plastering • materials and mix in power mixer. Report in writing to the Architect any defects in general construction adversely affecting work under this Contract. When called upon, cut out, patch and point up as required. Breakage of glass, damage to buildings, or defects attributable to faulty plastering, including decorating and finish, to be made good at this • Contractor's expense. 6. LOCATIONS OF PLASTER AND LATH Exterior Cement Plaster - All exterior wall surfaces where shown on drawings, applied on wire lath over Sheathing membrane. • Sheathing membrane to be carried under wood grounds which receive trim battens. 7. WIRE LATH APPLICATION • • a. Erection - Install over sheathing membrane, lapped around openings, corners and at all joints; and continuous behind batten grounds. Lap all joints 2 inches. No joints per- mitted at corners. Use on exterior of all wood stud walls to receive stucco. b. Fastening - Nail to sheathing with furring nails spaced not more than 6" o.c. vertically and 16" o.c. horizontally. Nail laps together or wire together with 18 gauge tie wire. Fasten corner beads to sheathing and tie to lath with 18 gauge tie wire at 12" o.c. 8. EXTERIOR CEMENT PLASTER • a. Scratch Coat 1) Mix - Use Type II cement mix - 1/2 volume Portland Cement, 1/2 volume plastic cement, 3-1/2 to 4 volumes #2 sand washed and graded. Add 3 to 4 lbs. of 3/4!' long type AR glass fiber per sack of cement. Add clean • water and mix for at least five minutes in power mixer. Use only enough water to produce plastic mix and a slump not to exceed 2-1/2". • • 2) Application - Apply with sufficient pressure and mater- ial so that it passes through the metal reinforcement. Thickness of scratch coat shall be approximately 3/8" and shall be applied in two coats, one immediately following the other. 3) Curing - Wet down for at least two days after application and allow to dry before applying brown coat. • CRC -2 LATH AND PLASTER 9A-2 b. Brown Coat 1) Mix - Same as scratch coat, except use 4 - 5 volumes #2 sand, washed and graded. 2) Application - Dampen scratch coat, apply sufficient plaster to bring total thickness to 3/4" and rod to an even texture. 3) Curing - Wet down for two days after application and, allow to dry for at least 14 days before applying finish coat. c. Finish Coat 1) Mix - Exterior Stucco, as specified in para. 4f above, with no glass fiber in the mix; maximum slump as rec- ommended by manufacturer. Integral color shall match the color of the stucco on the walls of the existing building. 2) Application - Clean surface of brown coat with high pressure hose, or scrub with clean brushes, rinse, check for dry spots and fog for suction. Apply finish coat to minimum thickness of 1/8" and in accordance with manufacturer's recommendations. Rod to a true surface and rake vertically with a coarse brush or broom to exactly match the existing 'Renaissance' finish on the walls of the existing building. Finish coat shall be thick enough to permit the achieving of this texture. If necessary to match the existing texture, damp -trowel lightly after raking, to the extent necessary. 3) Curing - As recommended by Stucco manufacturer. d. General Do not plaster when temperature is above 80°F. or below 40°F. Overnight joints made on screedlines shall be fog - sprayed for at least 72 hours continuously, with an addi- tignal 12 hours fog -spraying for each day temperature exceeds 80 F. 9. CHECK EXISTING STUCCO Before bidding the work in this Section, Contractor shall personally inspect the 'Renaissance' finish on the walls of the existing building to inform himself of the texture and color which is to be matched. CRC -2 LATH AND PLASTER 9A-3 10. GROUNDS AND BEADS Furnish and install corner beads and casing beads at all exposed corners and edges; wherever adjoining other materials; wherever shown on drawings; and as required for good workmanship. 11. CLEAN-UP On completion of work, clean off all plaster deposited during work from floors, walls and all other surfaces and remove all debris and equipment. 12. MATERIALS LIST Within fourteen days of the award of the contract, the contractor is to submit for Architect's review a complete list of all materials proposed to be used for plastering work. CRC -2 LATH AND PLASTER 9A-4 SECTION 9B GYPSUM WALLBOARD • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • 1. SCOPE OF THE WORK Furnish all labor, materials, tools, equipment and transporta- tion required for the furnishing and complete installation of all gypsum wallboard work as called for on the drawings including taping and sanding. • 2. REGULATIONS All work and materials shall be in accordance with all State, County and City Codes, Laws and Regulations, applicable to this construction. • 3. REFERENCES Work under this section, unless otherwise noted, shall be in accordance with United States Gypsum Company Products & Systems Manual. • 4. MATERIALS All materials shall be U.S. Gypsum as listed below, equivalent Kaiser or approved equal: • a. Wallboard.- shall be Sheetrock Firecode Type X Wallboard, 5/8" thick as shown on the drawings, tapered edge, 4'-0" wide - unless otherwise noted,l/2" Type C, 1 hour fire -rated may be used for ceilings. Use 3/8" thick wallboard where shown on drawings and specified below. • b. Joint Treatment - shall be carried out with Perf - A - Tape and Perf - A - Tape Cement. c. Corner Reinforcement - shall be USG #103 Dur-A-Bead. • d. Edge Trim:- shall be USG 200 A metal trim. e. Nails - shall be flat head cement coated, 6d common 2" long for 5/8" board and 5d common 1-3/4" long for 1/2" board. f. Furring Channels - shall be USG 25 gauge, 7/8" deep. • g. Screws - shall be USG Drywall Screws with lengths and spacing of screws as recommended by USG. • CRC -2 GYPSUM WALLBOARD 9B-1 5. WORKMANSHIP a. Cut and fit gypsum wallboard accurately, and apply in the • longest lengths possible, with long edges at right angles to framing members. Support all ends on framing members and stagger end joints. Butt all joints together loosely and sand cut edges to provide smooth joining. b. Securely nail wallboard to supports, spacing nails not • less than 3/8" nor more than 5/8" from edges and ends of board, and 5" to 7" apart on ceilings, 6" to 8" apart on walls. Nails shall be "driven home" with heads dimpled slightly below the surface of the board without breaking the face paper. • 6. INSPECTION OF SURFACES Prior to beginning gypsum wallboard work • a. inspect all surfaces to receive wallboard and notify General Contractor and Architect in writing of any defects which would affect proper installation of wallboard. b. confirm with General Contractor that all work to be concealed behind wallboard is in place and has been inspected and approved. • 7. JOINT TREATMENT • • • • All wallboard joints shall be taped in accordance with manu- facturer's recommendations to ensure smooth and inconspicuous joints. All finished surfaces to receive paint, wall covering or other finish, shall receive three coats of taping cement. Nail and screw heads and other depressions in the surface of the exposed wallboard layer shall be spotted. Sand lightly between and after each coat as necessary to remove rough projec- tions, and insure a smooth and inconspicuous joint. Apply corner and edge trim in accordance with manufacturer's recommendations, at all exposedcorners and edges and wherever shown on drawings, and where adjoining other materials. 8. SURFACE FINISH All gypsum board is to have a smooth finish, acceptable to the painting contractor, for application of paint or wallcovering. 9. GYPSUM WALLBOARD FILLER Furnish and install 3/8" gypsum wallboard behind 5/8" finish wallboard wherever necessary to maintain the alignment of a: wall finish which adjoins an existing wall where exterior stucco is removed. In all such cases the existing 3/8" plywood is to remain in place. Locations where this will occur include the following: • CRC -2 GYPSUM WALLBOARD 9B-2 " a. Grid line 3 between B1 and D. b. Grid line 7 between B and D. c. Grid line 8 between B and 2'-6" south of B. d. Grid line B between 9 and west jamb of door D14 (above door only). " 10. CONNECTION TO EXISTING GYPSUM WALLBOARD " " " " " " " Wherever new wallboard adjoins existing wallboard, tape and sand joints neatly to provide a joint no different from joints in new work. " CRC -2 GYPSUM WALLBOARD 9B-3 SECTION 9C ACOUSTICAL TREATMENT • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • 1. SCOPE OF THE WORK Furnish all labor and materials necessary for the furnishing and installation of all acoustical tileas shown on the drawings and herein specified. • 2. SAMPLES • 3. MATERIALS Acoustical Tile shall be: Samples of all materials which this Contractor proposes to use in this work shall be submitted to the Architect for approval and no work shall be installed until this approval has been obtained. (1) Type I - Armstrong Travertone NDF Design, NRC .65-.75, • 12" x 12" x 3/4" - Product #559, beveled, kerfed and rabbeted for cement -on installation, or approved equal. (2) Type II -.Armstrong Minatone Classic 12" x 12" x 5/8", beveled, kerfed and rabbeted for cement -on installation, with Acrylic High -Gloss Scrubbable Finish -Product #1041, or approved equal. • 4. INSTALLATION OF ACOUSTICAL TILE a. All acoustical tile shall be accurately laid out and shall be installed by expert mechanics under approved, experienced supervision. • • • b. All joints shall be true to line. Any cutting or fitting required shall be neat and true and shall conform to bevel and finish of whole tile. c. All tile shall be mounted on gypsum board and shall be cemen- ted to the gypsum board with adhesive recommended by manufac- turer's of acoustical tile in accordance with manufacturer's directions. d. All acoustical tile shall be installed with U -channel around entire perimeter, at junctions with walls, beamsand cabinets. Channel shall be standard aluminum with baked enamel finish or may be plastic, to match color of ceiling tile. • CRC -2 ACOUSTICAL TREATMENT 9C-1 " " " " " " " " " e. Care must be taken to keep all tile perfectly clean during installation. Soiled tile shall be cleaned and touched up and, at completion of work, all accumulation of dust shall be brushed from tile and trim. 5. LOCATIONS Type I - All wall and ceiling areas, where called for on drawings except at kitchen. Type II - Entire ceiling of kitchen (Room #11), except at luminous ceiling access panel above slide -up door. " CRC -2 ACOUSTICAL TREATMENT 9C-2 SECTION 9D RESILIENT FLOORING AND BASE • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • 1. SCOPE OF THE WORK Furnish all materials, labor, transportation, equipment and services required to supply and install resilient flooring, and topset base as indicated on drawings, and to remove existing floor tile where shown on drawings and as specified • herein. • 2. MATERIALS Materials shall all be of color, design and manufacturer as selected by the Architect. Submit samples: a. Vinyl Asbestos Tile - Armstrong Excelon 'Imperial' Series, 12" x 12" x 1/8" thick, equivalent Congoleum-Nairn or approved equal. b. Rubber Cove Base - 4" high, topset type, Burke, or approved • equal. c. Adhesives - As recommended by manufacturer of product chosen. No mastic is to be used without the recommendation or approval of the manufacturer of the Floor material used. • d. Wax - Hillbrite Wax, or equal. Type of wax chosen shall not be deleterious to the material on which it is applied. 3. ADHESIVE AND APPLICATION All flooring material and topset base is to be applied in strict • accordance with the manufacturer's directions. Locations and extent to be as shown on drawings. Prepare surface of sub -floor by grinding,scraping, and/or filling as may be required. 4. BASE • a. Install 4" topset rubber cove base where shown on plans. 5. EDGING STRIPS Furnish and install metal edging strips at all junctions of resilient flooring with concrete. • CRC -2 RESILIENT FLOORING AND BASE 9D-1 " " 6. CLEANING Upon completion, all resilient flooring is to be cleaned of all dirt or excessive adhesive and finished with a thin coat of wax applied in accordance with directions of the manufac- turer and polished well to give a hard, dry finish. 7. GUARANTEE To promptly repair or replace without cost to Owner any defects due to workmanship or materials within one year after completion of the work. 8. REPLACEMENT FLOORING Furnish the Owner with spare floor material amounting to two percent (2%) of the quantity of each different pattern and color used in the work. 9. REMOVAL OF EXISTING FLOOR TILE " a. Remove existing resilient tile in that portion of the New Kitchen #11 which is presently a Storage Room in the existing building. b. See Additive Alternate Bid #3 for removal of existing resilient tile from entire floor of the existing Game " Room including the adjoining Storage Room to the east (Room #12). In work under this Alternate grind, scrape and/or fill subfloor under new Folding Partition so that finished floor surface under the folding partition does not vary more than 1/4" in elevation along its entire length. " " " 10. BASE BID AND ALTERNATES For requirements of bidding see Section 1 - General Require- ments & Demolition, Paras. 4 and 5. " CRC -2 RESILIENT FLOORING AND BASE 9D-2 SECTION 9E PAINTING • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract, which are a part of this Specification. • 1. SCOPE Furnish all materials, labor, transportation, equipment and services required for painting all interior and exterior surfaces noted for painting in this specification and the drawings, including backpriming. The intent of specification • is that all exposed wood, plasterboard and steel surfaces shall be painted unless factory finished or unless otherwise noted. (Finish of exterior plaster specified under Lath and Plaster,. Section 9A) • • 2. MATERIALS a. Paint shall be Dunn -Edwards, Kelly Moore, W.P. Fuller Co. or approved equal, of types recommended by paint manufac- turer for each condition and application. Submit for Architect's review a complete list of materials, including name of manufacturer and product description, before ordering any materials for the work. b. Stain shall be Olympic or approved equal. 3. WORKMANSHIP • Paint shall be applied on dry surfaces only. No painting shall be done during wet weather. No coat of paint shall be applied before a previous coat is thoroughly dry. All work shall be uniform in appearance, free from runs, sags and defective brush- ing. Edges of paint adjoining other materials or other colors shall be sharp and clean without overlapping. All materials • shall be applied as directed by the manufacturer. Protect all work to avoid damage and lay drop cloths where necessary and upon direction. 4. MIXING AND STORAGE • All mixing shall be done in suitable containers. Materials shall be stored where directed; rags, waste and empty containers shall not be allowed to accumulate. • 5. COLORS AND SAMPLES All colors shall be as selected. Each coat shall be perceptibly lighter than the preceding coat unless directed otherwise. Samples of all colors shall be made at least 4 sq. ft. in area on the various materials to receive the color, and submitted for • CRC -2 PAINTING 9E-1 " " " " " " approval before proceeding with work. Finish work shall match approved samples. In general, it is intended that new exterior and interior colors shall matchcolors in the existing building, where they are adjacent to one another. 6. PREPARATION OF SURFACES Surfaces to be painted shall be in a condition necessary to provide for a proper finish. All work shall be brought to.a smooth surface before finish is applied. Contractor shall do no painting until surfaces are completely satisfactory to him and he is willing to assume responsibility for the finished work. Notify the General Contractor in writing of any surface not in proper condition to be finished before proceeding with the work. After Prime Coat is thoroughly dry and hard, putty all nail holes, dents, open joints or imperfections with putty colored to match the finish, sand down with No. 0 sandpaper and thoroughly dust off ready to receive finish coat. Break all corners with sandpaper. 7. PRIMING All surfaces of all finish wood specified to be painted or stained shall be primed immediately upon delivery to the building (except work primed at shop or mill) with one coat of primer or sealer well brushed in. Door and window sash shall be given a prime coat before glazing. All bare areas caused by workingor handling after shop or field priming shall be retouched. Edges of doors and windows, and surfaces and edges of trim, which will be concealed or inaccessible, shall be given one coat of primer before being placed. Sash, frames and doors may be primed at the mill. Knots and sap streaks of wood shall be given one coat of shellac. Avoid application of paint to any surfaces which are to be stained or finished natural. 8. PAINTING OF EXISTING SURFACES a. Discolored or unfinished surfaces exposed by removal of existing work shall be refinished to match adjoining work. Damaged surfaces shall be treated in the same manner. b. Where new surfaces adjoin existing surfaces painting shall extend to the nearest adjoining corner and shall be carried " out in such a manner that the junction between new and existing work is as inconspicuous as possible. 9. EXTERIOR FINISHES a. All exterior wood surfaces except doors, fencing and wood " members below deck. First coat: 'Woodlife', or approved equal, clear sealer. Second coat: Exterior stain. " CRC -2 PAINTING 9E-2 b. All wood members below level of new deck, including beams, joists and blocking. One coat of 'Woodlife', or approved equal, clear sealer. c. All exterior doors First coat: Exterior primer. Second and Third Coats: Exterior alkyd semi -gloss enamel. d. All exterior fencing (See Alternate bids) One coat of Exterior stain. e. Exterior steel, iron and sheet metal (including all sumps, leaders, roof vents, metal fleshings, etc.) First coat: Exterior primer (use zinc dust primer for all galvanized surfaces). Second Coat: Acrylic latex flat. 10. INTERIOR FINISHES Interior painting and finishing shall be as called for in the Schedule of Interior Finishes on the drawings and the follow- ing specifications are those referred to by numbers in the Schedule: Specification No. 1 - Gypsum Board - (Stipple Paint) First: Second: Pigmented PVA sealer, allow to dry overnight. Alkyd flat'stipple of texture selected by Architect not reduced or diluted in any way. Specification No. 2 - Gypsum Board - (Enamel) First: Second: Pigmented PVA Sealer Alkyd eggshell stipple enamel Specification First: Second: Third: No. 3 - All doors Pigmented Primer and Sealer Double Cover Undercoater Semi -gloss or eggshell enamel as directed Specification No. 4a - All beams, blocking and underside of roof sheathing. First: Second: 'Woodlife', or approved equal, sealer. Wood Stain. CRC -2 PAINTING 9E-3 Specification No. 4b - All other wood surfaces not included under Specifications Nos. 3 and 4a, including door and window frames, casings, bases, trim and cabinetwork. • First: Second: Third: 'Woodlife' or approved equal, sealer Wood Stain Satin or Semi -Gloss Lacquer Specification No. 5 - All exposed metal work (except aluminum • and finish hardware. First: Second: Third: Metal Primer (omit if shop primed) Enamel Undercoat Eggshell Enamel • 11. CLEANING On completion, remove all debris and equipment, remove all paint spots from unpainted materials, clean all glass and leave all areas broom clean. • • • • • • 12. BASE BID AND ALTERNATE BID REQUIREMENTS See Section 1, General Requirements and Demolition, Paras. 4 and 5. CRC -2 PAINTING 9E-4 SECTION 10A FOLDING PARTITION • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • • • • 1. SCOPE OF THE WORK The work includes all labor, materials, tools, equipment transportation and services necessary to furnish and install the manually operated, top hung, fabric covered, sound -rated, pantograph type partition in location shown on the drawings. 2. WORK NOT INCLUDED a. Furnishing of overhead supporting structures. (See Section 6A). b. Levelling of floor under partition.(See Section 9D para. 9b). 3. SHOP DRAWINGS Submit shop drawings for Architect's approval before fabrica- tion, per Section 1, General Requirements, Paragraph 3. 4. PARTITION a. Description - Soundmaster 8 as manufactured by New Castle Products, Inc., having a sound transmission class rating of • 39 STC based on full-scale laboratory test per procedure ASTM E90-70, conducted at a recognized acoustical laboratory. Cerification of tests shall be furnished to the Architect. • • • b. Construction 1) True pantograph action consisting of steel hinge plates connected vertically by 3/16" steel rods welded in place. 2) Jamb Lock - Back post to be secured and sound -sealed to the wall jamb by the 'Jamb Lock' mechanism concealed within the back post and operated manually. 3) Sound Insulation - 22 ga. V -grooved steel panels 5-1/16" wide and heavy vinyl flame -resistant acoustical membrane. Each panel attached to frame with 4 steel leaf fasteners. 4) Lead and Back Posts - 14 ga. steel. 5) Stacking Space - Approximately 5'-1" for partition shown on drawings, including lead and back posts. • CRC -2 FOLDING PARTITION 10A-1 " " " " " " " " c. Perimeter Seal - Pairs of flexible sealing sweep strips at top and bottom. Vertical male lead post molding to seal into polyurethane foam -lined female sound channel. d. Hardware - Satin chrome grip -type hand pulls with latch as an integral part of the pull. Hook bolts shall not protrude from lead post. Pull -in latches with retracting hook -bolt to effect final closure. e. Track and Trolley System - Track to be 2" x 2-3/4" x 11-ga. (#7 track) roll -formed self-cleaning steel track with posi- tive track splice alignment, with four-wheel steel -flanged sealed prelubricated ball bearing trolleys. f. Air Release System - Air trapped within the operable wall to be released during entire stacking operation through 3/8" diameter holes, which comprise a minimum of 5% of lead post face area. g. Cover Assembly - Tedlar-clad glass mesh, weighing 36 oz. per lineal yard in 54" widths, consisting of polyvinyl chloride polymer on woven glass fabric backing; wear surface shall be a laminate of DuPont 'Tedlar' for stain resistance. Cover to have ASTM E84 'Tunnel Test' flame spread rate of 15 or less and comply with other applicable Federal, state and local flame resistance specifications. Tear strength, tensile strength, shrinkage, color stability, abrasion resistance and cold cracking to meet appropriate Federal Specifications. Color, pattern and texture to be as selected by Architect. 5. INSTALLATION a. Install partition in a neat and workmanlike manner in a true and plumb alignment providing ease of operation and effective functioning of all sound seals. b. Partition shall be installed by authorized representatives of the manufacturer under supervision of factory -trained mechanics in strict accordance with the manufacturer's instructions. 6. GUARANTEE Furnish the Owner with a guarantee of completed partition installation against defects in workmanship and materials for a period of one year after final acceptance by the Owner and to make all necessary adjustments for satisfactory operation for the same period of time. " CRC -2 FOLDING PARTITION 10A-2 SECTION 10B METAL PARTITIONS A The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. ® 1. SCOPE OF THE WORK Furnish and install all metal toilet stall partitions and urinal screen, as shown on drawings. 2. SHOP DRAWINGS Submit shop drawings of all materials for Architect's review in accordance with requirements of Section 1 - General Require- ments, Paragraph 3. 3. TOILET PARTITIONS a. Materials "Sanymetal Academy Type," or approved equal of colors selected by Architect, from standard color range to be submitted by Contractor. b. Construction 1) Partitions and Doors shall be 1" thick, made of two sheets of minimum 22 ga. galvanized-bonderized steel assembled over sound -deadening Bridge core insulation s and shall be set 12" above the floor. The doors shall be not less than 58" in height; width of doors shall meet all State and Local Requirements for the handicapped, and shall provide a clear width of 34 inches (34") when fully open. s 2) Pilasters shall be not less than 1-1/4" thick, made of two sheets of 20 ga. galvanized-bonderized steel, extending from the floor to a head rail 12" above the top of the door. d 12, 4, ! 3) Finish shall be baked -on thermo-setting acrylic enamel. 4) Hardware shall consist of a ball bearing gravity hinge set, concealed side latch, bumper, keeper, and rubber - tipped coat hook, all chrome plated. Base shoes shall be securely fastened to floor. Door hinges to be adjust- able to hold in open, closed or intermediate position when not latched. Stall in Women's Toilet (Room #10) shall be equipped with a fixed purse shelf installed at the rear of the toilet compartment. s CRC -2 METAL PARTITIONS 10B-1 5) 'Headrail - The partitions and pilasters shall be securely fastened to the structure and securely braced with a head rail of 1" x 1-3/4" etched and anodized • aluminum or of 1" x 1-1/2" tubular steel with same finish as partitions and doors. Furnish and install over headrail a nonserrated antigrip loafer rail. 4. URINAL SCREEN • a. Materials Sanymetal Type 'A' wall hung flush, 18" wide x 42" high, or approved 'equal, of color selected by: Architect from standard color range to be submitted by Contractor. • b. Construction 1) Panel shall be 1" thick, made of two sheets of min. 22 ga. galvanized-bonderized stretcher leveled steel assembled over sound -deadening Bridgecore insulation core. • 2) Finish shall be baked -on thermo-setting acrylic enamel. 5. TOILET PAPER HOLDERS Furnish and install a chromium plated cabinet type paper holder • for duofold toilet paper on the metal partition in each toilet compartment. • 0 • • CRC -2 METAL PARTITIONS 10B-2 SECTION 10C MISCELLANEOUS SPECIALTY ITEMS S The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which area part of this Specification. S • i e 0 • 0 1. SCOPE OF THE WORK a. Work included: All miscellaneous items as shown on the drawings and/or hereinafter specified, complete, inclu- ding, but not limited to, the following principal items: 1) Floor Safe 2) Fire Extinguisher 3) Fiberglass Panel Wall Surfacing 4) Kitchen Equipment 5) Bathroom Accessories 2. ITEMS a. Safe -.Furnish and install in floor of New Storage Room #4, where shown on drawings, one Johnson -Pacific Safe Co. #125C-1, equivalent Diebold, or approved equal. Safe is to be set and encased in concrete as shown on drawings. b. Fire Extinguisher - Furnish and install in New Kitchen (Room #11) one dry chemical ABC type fire extinguisher with a minimum 2A rating, mounted on a wall bracket. Locate as directed by City of San Mateo Building or Fire Department, or as shown on drawings. c. Fiberglass Panel Wall Surfacing - Furnish and install on all wall surfaces of New Men's Toilet (Room #7) and New Women's Toilet (Room #10), as shown on drawings, ORNYTE Dura Tuf structural fiberglass wall panels, as distributed by Commercial Building Supply, San Jose, Ca. (408-293-8391). Panels shall be 4'-0" wide and .090 thickness, installed in full height lengths from the top of the colored run cement base to the ceiling. Install against gypsum board walls with adhesive on 100% of the surface of the backof the panel. Adhesive and method of: installation shall be in accordance with manufacturer's recommendations. All edges, joints between panels, inside corners and outside corners, shall be finished with clear anodized aluminum trim designed for use with .090 thick panels,and secured with mechanical fasteners. Colors of panels shall be as selected by Architect from samples to be submitted by Contractor. 0 CRC -2 MISCELLANEOUS SPECIALTY ITEMS 10C-1 " " " " " " " " " CRC -2 d. Kitchen Equipment - Furnish only F.O.B. job site the following kitchen equipment to be installed, under Finish Carpentry and Millwork (See Section 6B), in New Kitchen (Room #11), in locations shown on the drawings: 1} One double oven unit Whirlpool Model #RHM1B70P combination lower self- cleaning oven and upper microwave oven with Pano- ramic black glass oven doors and brushed chrome trim. Or approved equal. 2) One surface cooktop unit Whirlpool Model #RDE8400 with one 8" burner and three 6" burners, finish to be brushed chrome. Or approved equal. 3) Dishwasher Whirlpool Model #SHU5000 undercounter dishwasher complete and ready for plumbing and electrical connections. At upper panel use black panel as provided with dishwasher. Or approved equal. e. Bathroom Accessories - Furnish and install in each new Toilet Room (Rooms #7 and 10), in locations shown on the drawings, the following bathroom accessories, or approved equal: 1) One Edge -bound Mirror & Shelf Combination Bobrick B-292-1830, 18-3/4" wide x 31-1/2" high, including theft resistant angle frame mirror with one piece integral shelf projecting 5" with 3/4" return edges and front return edge hemmed. Mirror surround and shelf to be heavy gauge type 304 stainless steel with satin finish. Shelf attached to mirror frame with concealed 16 gauge stainless steel brackets. Mounting height to be thirty-nine inches (39") from bottom of shelf to finished floor. 2) Two Grab Bars Bradley #800 Heavy Duty Series, one and one half inch (1-1/2") outside diameter, 18. gauge 300 Series standard satin -finish stainless steel, with concealed mounting flanges at each end and one and one half inch (1-1/2") clearance between grab bar and finished wall, MISCELLANEOUS SPECIALTY ITEMS 10C-2 " (Bradley 001 configuration). Side grab bar to be forty-two inches (42") long with the: front end positioned twenty-four inches (24") in front of the water closet stool. Back grab bar to be not less than thirty inches (30") long. Both grab bars to be mounted at a height of thirty-three inches (33") from center line of grab bar to finished floor. CRC -2 MISCELLANEOUS SPECIALTY ITEMS 10C-3 SECTION 12 CARPET S The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • • 2. MATERIALS a. New Carpet - Berven of California "Signet" 100% DuPont Antron III continuous filament nylon, level loop, tufted, 28 oz. per sq. yd. face yarn weight; equivalent Lees, or • approved equal. Color and pattern to be as selected by Architect. 1. SCOPE OF THE. WORK Furnish all labor, materials, tools etc. required for the removal and reinstallation of existing carpet andfor the complete installation of all new carpet, where shown on the drawings and as specified herein. b. Existing Carpet - Carpet presently installed in Existing Lobby (Room #13). • c. Underlayment - Rubber -Ease 50, 50 oz.rubberized rug cushion, or approved equal in new rooms. Use also in existing rooms, where additional underlayment is required, or if this does not match existing underlay- ment, use material to match existing. •% 3. INSTALLATION a. Remove all existing carpet in entire Existing Lobby (Room #13), Existing Office (Room #3) and Existing Control Office; carefully store and protect for reuse in the following rooms: New Center Director (Room #6)., • New District Director (Room #5), Existing Office (Room #3) and New Control (Room #2). • • b. Furnish and install new underlayment in New Rooms #5 and #6 and to the extent required in Existing Rooms #2 and #3. Contractor shall determine the extent to which existing underlayment will have to be removed during construction and the extent to which it can be reused. c. Contractor shall select from the removed existing carpet the material which is least worn and in the best condition and shall install it in Rooms #2, #3, #5 and #6, over existing and/or new underlayment. CRC -2 CARPET 12-1 d. Furnish and install new carpet, as specified above, over existing underlayment and new matching under- layment where required, in entire area of Existing Lobby (Room #13), including that portion of the Existing Control Office which becomes part of the Existing Lobby. e. All carpet shall be installed over underlayment with tackless stripping using maximum width of material and minimum number of seams. All seams shall be made so as to be as inconspicuous as possible. Carpet shall be laid from wall to wall in all rooms called for on the finish schedule, and specified herein, to be finished with carpet and shall be fully stretched so as to provide an installation free of wrinkles or irregularities. f. At all junctions of carpet with concrete or with other flooring materials, furnish and install metal edging of standard color and type as selected and approved by Architect. 4. SPARE MATERIALS Furnish to City the following material to be kept for future repair and replacement: a. Ten additional yards of the new carpet, from the same run. b. Remaining good material from the carpet removed from the Existing Lobby (Room #13). 5. CLEAN-UP Upon completion of work, remove from the site all scraps of existing and new carpet, underlayment, and stripping and all portions of existing carpet not reused or good enough to be kept by City for future replacement. CRC -2 CARPET 12-2 SECTION 15A PLUMBING • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • • • • • • • 1. SCOPE OF THE WORK Furnish all labor, materials, appliances, equipment, tools, transportation, superintendence, and services required to furnish and install complete and operative the plumbing work specified herein and shown on the accompanying drawings, including: a. Excavation, back fill and compaction for work under this Section. b. Sanitary, soil, waste and vent piping system from and including connection to existing seweras shown on drawings, to and including the connections to all fixtures. c. Extension of existing cold water system from and including connection to existing water supply line at exterior wall of building, to and including connections to allfixtures. d. Domestic hot water system complete with hot water heater. e. Gas piping from existing gas line inside the building, as shown on drawings, to and including connection to gas -fired furnace furnished under Section 1SB of the work. f. Furnishing and installing of fixtures, trim and equipment. g• Flashing in all work under this Section which penetrates the roof. 2. VISIT TO THE SITE Prior to submission of the bid, the Contractor shall visit the site and become familiar with all existing conditions. No extra payment will be allowed for work resulting from lack of proper appraisal of existing conditions. 3. DRAWINGS a. The layout of equipment, fixtures, accessories and piping systems is schematic unless specifically dimensioned. Determine exact locations on the job to suit the actual • conditions. Locations obtained by scaling the drawings are the Contractor's responsibility and any change in the work required because of such action shall be done by the Contractor at no extra cost to the Owner. • CRC -2 PLUMBING 15A-1 " " " " " " b. Review all drawings and make this work conform to the conditions shown thereon. Bring any discrepancies between drawings and actual field conditions to the Architect's attention for a decision. Changes in the work because of failure to do so shall be done by the Contractor at no extra cost to the Owner. c. Care is to be taken in locating existing underground utility lines; locations shown on drawings are only approximate and Contractor shall be responsible for any damage caused to existing lines. d. All items not mentioned specifically herein or not shown on the drawings, which are obviously necessary to carry out the intent of the drawings, shall be included. 4. RULES AND REGULATIONS a. All work and materials shall be in full accordance with the latest rules and regulations of the State Fire Marshal; the Safety Orders of the Division of Industrial Safety; the National Electric Code; the Building and Plumbing Codes of the City of San Mateo and all other applicable laws and regu- lations. Nothing in these plans or specifications is to be construed to permit work not conforming to these Codes. b. Wherever the specifications call for or describe materials or construction of a better quality or larger size than are required by the above rules and regulations, the provisions of these specifications shall take precedence over the requirements of said rules and regulations. 5. PERMITS AND FEES The procurement of all licenses and permits necessary to the prosecution and completion of the work, and the payment of all inspection and other applicable fees shall be included under this Section, including all connection charges. " 6. COOPERATION WITH OTHERS " " a. The Contractor shall check work under this Section for interference with work under other sections,and shall cooperate in making relocations so as to avoid such interferences, and shall organize his work to harmonize with the work of other trades, so that all work may pro- ceed as expeditiously as possible. b. No extras will be allowed on account of moving work under this section to avoid interference with work of other trades,. 7. MANUFACTURERS' DIRECTIONS Manufacturers' directions shall be followed where no specific instructions are given in the specifications. " CRC -2 PLUMBING 15A-2 8. EXCAVATION AND BACKFILLING a. Dig trenches true to line and grade and to such depths • as will allow a finished covering of not less than eighteen (18) inches for water and gas piping, or two feet for sewer pipe, unless otherwise shown on the drawings, or otherwise required by existing pipe elevations. b. Trenches shall be wide enough for proper laying of pipe • for water and gas, and the width shall not exceed six (6) inches on each side of pipe at and below the top of the pipe for sanitary sewers. c. Finish invert grading shall be dug to accurate grade to provide uniform bearing on undisturbed earth for the entire • length of the pipe. Holes shall be dug at the hubs for bell and spigot type pipe. If the trench is excavated below grade, it shall be filled with sand as specified below for where rock is encountered. Supporting the pipe on mounds of earth to bring it to grade will not be accepted. • d. Where rock is encountered, undercut trenches four (4) inches and fill with sand to elevation level with lower one-third (1/3) pipe diameter when piping is at correct elevation, thoroughly tamped. e. No work will be allowed in water. When water appears in • the trench, the Contractor, at the direction of the Architect, shall provide proper equipment to drain the trench. • • • f. Backfill shall be the excavated material free from rocks and large clods. Backfill shall be deposited in six (6) inch layers throughly tamped for the first foot. After that one (1) foot layers shall be deposited. All backfill to be thoroughly watered. g• Wall surfaces, roadways, sidewalks, curbs, or other cut by excavation shall be restored to their original condition with materials, in a manner acceptable to the Architect and the City. h. City will remove all existing plants which are to be saved where pipes are to be installed before start of excavation but care is to be taken to protect plants in the vicinity. 9. SLEEVES AND CHASES Furnish and install all sleeves and locate all chases in con- crete walls, footings, slabs, etc., prior to placing concrete. Furnish all blocking, backing, or other modifications to structure to support or accommodate plumbing work. Pay all costs necessitated by omission or improper location of openings, sleeves, anchorages, etc., connected with this work. CRC -2 PLUMBING 15A-3 10. CUTTING AND PATCHING All necessary cutting and patching of walls, floors, partitions, • ceilings, etc., as required for the proper installation of work under this contract shall be done at the expense of this Contractor, in a workmanlike and careful manner, and as approved by the Architect. No concrete or steel, joists, beams, girders, or columns shall be cut by any contractor without first obtaining written permission of the Architect. 11. EMERGENCY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep equipment in operating condition without voiding the Contractor's guarantee, or relieving the Con- • tractor of his responsibility during the guarantee period. 12. DAMAGE BY LEAKS The Contractor shall be responsible for damage to other work caused by leaks in the temporary or permanent water supply or • sewer system, by disconnected pipes or fittings, or by overflow of fixtures. • 13. SERVICES Connect to existing services as noted on drawings, exact • locations and elevations shall be verified in field before starting any work. a. Sewer - City has decided that existing vitreous clay sewer line is to remain under the new building addition in its present form. All new soil and waste lines under the new • building addition are to be cast iron and the connection to the existing sewer line is to be made outside the build- ing addition and in conformance with the plumbing code. b. Water - Connect, outside the building, to the existing two inch water service line between the existing shut-off • valve and the building and install a new shut-off valve adjacent to the point of connection. • • c. Gas - Connect a new overhead gas line to the existing two inch gas line at the ceiling of New Kitchen (Room #11) on Grid Line F. 14. TESTS Make all tests as required by the Plumbing Code of the City of San Mateo and/or applicable Government regulations. CRC -2 PLUMBING 15A-4 " " " " 15. GUARANTEE In addition to the guarantee in the General or Special Conditions, the Contractor shall guarantee that the installation is free from mechanical defects, and he shall replace or repair to the satisfaction of the Architect any part of the installation which may fail within one year after final acceptance provided such failure is due to defects in the materials or workmanship or failure to follow specifications or drawings. The Contractor shall also be responsible for all damage to any part of the premises caused by such failures in the work furnished and/or installed under this section for a period of one year after acceptancelby the Architect. 16. VALVES AND UNIONS Walworth, Crane, Jenkins or equal of appropriate type and sizes. Install where required to permit proper servicing of fixtures. 17. CLEANOUTS a. Josam, Wade, J.R. Smith, Surn or equal of appropriate types. Floor cleanouts to have polished nickel bronze round access covers. " b. All cleanouts shall be fitted with interrupted slot type vandal -proof screws. 18. PIPING MATERIALS AND LOCATIONS a. Materials " 1) Cast iron soil pipe shall conform to A.S.T.M. Specifica- tion A 74-42, bell and spigot. 2) Steel pipe shall be Schedule 40, conforming to A.S.T.M. Specification A 120-47, with threaded malleable iron standard fittings. 3) Copper pipe shall be Type "L" copper tubing, hard drawn, conforming to A.S.T.M. Specifications B 88-51, with wrought copper fittings for solder joints. " " " 4) Vitrified clay pipe and fittings shall conform to the standards of the Clay Pipe Institue. b. Locations 1) Soil, waste and vent piping: CRC -2 PLUMBING 15A-5 " Underground, and up to fixture outlet: Cast iron bell and spigot soil pipe, service weight with leaded joints, or "No -Hub", code permitting, with stainless steel bands. Above ground: 3" and larger, same as underground. 2-1/2" and smaller, Schedule 40 galvanized steel pipe with cast iron screwed drainage fittings. � 2) Water Piping: 2-1/2" and smaller, Type L copper tubing, with 95-5 soldered joints. 3) Exterior Sanitary Sewer (to within 5' of building): Vitrified clay pipe with "Speed Seal" or"Wedgeback" joints installed per manufacturer's recommendations. 4) Gas Piping: " " Schedule 40 black steel, with black malleable iron screwed joints. 19. PIPING SPECIALTIES � a. Dielectric unions where copper tubing connects to steel pipe. b. Pipe size changes with reducer fittings only. Bushings not permitted. 20. PIPE SIZES All waste and vent pipes and supply pipes for water and gas shall be of sizes required by applicable codes (see para. 4 above) and by the fixtures which they serve. For water use minimum 3/4" pipe, except at stops and fixture connections. " " " " 21. INSTALLATION OF PIPING a. General 1) All interior lines shall be run in concealed spaces, partitions, belowfloors or in furred areas and so as to occupy a minimum amount of space. Do not run piping through duct spaces. Intall true to line and grade. Run parallel to building lines. No piping to be installed over electrical machinery or equipment. Close end of pipe at end of day's work. " CRC -2 PLUMBING 15A-6 " " " " " " " " " 2) At double stud walls keep all piping within the stud space closest to the rooms which the pipes serve. Do not penetrate gy?sum board which is between stud walls. In Men's Toilet, waste from Urinal and waste from Lavatory shall both be taken straight down into the floor slab to avoid the carrier supports. Additional depth for carrier legs shall be obtained by forming recess in back-up stud wall asshown on architectural details. 3) Support all pipes on pipe hangers spaced in accor- dance with code requirements. No strap hangers will be accepted. Wrap all water pipes with heavy felt at hangers to prevent direct contact between pipes and hangers. b. Pipe sleeves - Where piping passes through walls, founda- tions and floors, pipe sleeves shall be installed. Sleeves shall be sized large enough to allow for packing around pipe with mastic compound. Check the structural drawings for sleeve requirements at footings, foundations and load bearing walls. Where exposed piping penetrates walls exposed to view, provide chrome plated escutcheon plates, to cover the opening and fit tightly around the pipe. c. Sanitary Piping - Erect soil, waste and vent systems as shown and required; extend all vent stacks not less than 12" above roof. Vent stacks near fresh air intakes of heating and cooling units are to be offset before pene- trating roof to provide a minimum of 10'-0" between vent pipe and fresh air intake. Minimum slope of 1/4" per foot on all lines. Support stacks off the floor by a flat bar st8el clamp support. No change in direction greater than 90 in a single turn shall be made in drainage piping. No vent through roof to be closer than 6'-0" from edge of roof --offset as necessary. d. Water piping 1) Install all piping required for hot and cold water and connect to all fixtures. Connect hot water to lavatory basins, kitchen sink and dishwasher. Clean piping prior to installation. 2) Branches and headers shall be run full size their entire length and fitted with full size air chambers 16" high at each fixture connection. 3) Insulate all hot water supply lines with 3/4" fiber- glass snap -on insulation with standard factory applied covering. 4) If sanitary sewer and water line cross each other, keep sanitary sewer line 12" minimum below water line. " CRC -2 PLUMBING 15A-7 " " " " " e. Gas piping - Install piping of required size from existing 2" gas pipe to furnace, as shown on drawings. Run overhead and make connection; furnish and install gas cock at connection. f. Outside Sanitary Sewer Piping shall be installed in accordance with manufacturer's recommendations. Each pipe shall be laid true to line and grade and in such manner as to form a close concentric joint with the adjoining pipe and to prevent sudden offsets of the flow line. Close open ends of pipe when at end of work day. Keep trenches clear of water. Verify elevation of existing sanitary sewer, prior to installation of any work, and connect to existing sewer. Install new clean - out to grade at the end of the new branch, as shown on drawings. g" Flashing - Galvanized steel slip cone fitting extending six inches out from pipe, all around. 22. HOT WATER SYSTEM a. Furnish and install in New Kitchen (Room #11), where shown on drawings, thefollowing undercounter electric water heater complete with temperature-pressurerelief valve and all accessories required by governing codes for a complete installation, or approved equal: A.O. Smith Energy Saver II Lowboy Model #EDIA730, 30 gallon capacity with standard two 4,500 Watt, 240 Volt, single phase elements; water heater to have 10 year limited warranty, fully automatic operation and to meet ASHRAE 90-75 Standard for energy efficiency. b. Furnish and install a sheet metal pan four inches (4") high and of size to receive water heater and fit into lower kitchen cabinet. Install below water heater with three- quarter inch (3/4") overflow pipe discharging through exterior wall and caulked watertight. Discharge pressure " relief valve into sheet metal pan. c. Extend hot water piping from water heater, connect to both lavatory basins, sink, and dishwasher and insulate as specified in para. 21d(3) above. " d. Provide gate valve at cold water supply to water heater. 23. PLUMBING FIXTURES a. Plumbing fixtures shall be installed in accordance with the following schedule in locations shown on the drawings. b. Submit five (5) copies of fixture list for Architect's review before ordering fixtures, and in sufficient time so as not to delay the construction schedule. " " CRC -2 PLUMBING 15A-8 c. Fixtures listed are American Standard, except where otherwise. noted. Equivalent Kohler, or other approved equal, are acceptable, so long as the dimensions of fixtures do not change. d. Fixtures - All exposed brass tubing supplies, cast brass traps, and waste pieces, and other cast brass trim is to be furnished chromium plated. Compression stops, strainers., tailpieces, plumbing brass,and drain stops are all included and chrome plated, furnished to comprise a complete fixture whether or not specified. Supplies shall have ferrule or flared fittings. No slip joints will be accepted. All fixtures shall have separate stops unless integral with fitting. This includes any plumbing connection. All "P" traps shall be American Standard No. 7000 cast brass with cleanout plug; sizes 1-1/4" x 1-1/2." or 1-1/2" x 1-1/2" as required. Supplies - Speedway, Sinks and lavatories - R 1715A. Water Closets - R1715 -DL. P-1 Water Closet - "Cadet" 2109.056 siphon jet elongated tank type, Beneke No. 520 SS, white seat with cover. Use open front in Men's Room (#7) and closed front in Women's Room (#10). P-2.Lavatory - "Lucerne" #0351.072, 20" x 18" vitreous china, wall hung; Jay R. Smith#700 floor mounted carrier; Moen #4420 single lever faucet with pop-up waste; drinking fountain attachment #8058.034. Insulate waste and hot water supply pipes below lava- tory with 1/2" fiberglass snap -on insulation with standard factory applied covering for protection of handicapped. P-3 Urinal - Lynbrook blowout #6530.018, complete with Sloan Royal or equal flush valve appropriate to the fixture; Jay R. Smith #637 floor mounted carrier. P-4 Sink - Elkay PSMR-4322 triple compartment 20 gauge type 304 stainless steel, self rim design with Elkay • basket strainers.; Moen #7300 single lever faucet; additional hole drilled for and installation of air gap fitting for dishwasher connection; Waste King Imperial #SS8000 in center compartment. Equivalent Moen sink; or approved equal, is acceptable. P-5 Floor Drain - Jay R. Smith #2010A five inch strainer, two inch size, polished brass, Josam equivalent, or approved equal. CRC -2 PLUMBING 15A-9 e. Rough -in and connection - Provide rough -in for and connect dishwasher specified under Section 10C. • f. Hose Bibbs - 3/4" Repcal, or approved equal, rough bronze with loose keys and escutcheons. • • • • • • • • 24. AS -BUILT DRAWINGS The Contractor shall, at his own expense, obtain from the Architect reproducible prints of drawings and shall pre- pare on them a set of as -built drawings of the entire plumbing installation including locations and sizes of all plumbing pipes, both inside and outside the building. These drawings shall be kept on the job until completion of the work, at which time Contractor shall deliver to the Architect the set of as -built reproducible drawings together with two sets of ozalid prints thereof. 25. CLEANING All domestic water lines shall be flushed clean before installation and thoroughly flushed and drained after installation. All fixtures shall be clean. All debris shall be removed from job site. CRC -2 PLUMBING 15A-10 SECTION 15B HEATING AND VENTILATING • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • 1. SCOPE OF THE WORK Under this section of the specifications, the Contractor shall furnish all labor, materials, appliances, equipment, tools, transportation, superintendence and services required to construct and install complete and operative the following • heating and ventilating systems as specified herein and shown on the accompanying drawings including, but not limited to, the following: a. Gas fired furnaces. • b. Exhaust fans. c. All ductwork, insulation, registers, grilles and associated equipment, including modification of existing ductwork. d. Temperature controls and low voltage wiring, not shown as • being furnished under other sections. e. Provision of supports, sleeves and openings. 2. WORK COVERED UNDER OTHER SECTIONS • a. Gas piping to gas cocks at furnaces. b. Line voltage wiring. c. Cutting and framing for openings. • 3. DRAWINGS The layout of equipment, accessories and duct systems is schematic unless specifically dimensioned. Exact locations shall be determined on the job to suit the actual conditions. Locations obtained by scaling the drawings are the Contractor's responsi- • bility and any change in the work required because of such action shall be done by the Contractor at no extra cost to the Owner. The Contractor shall review all drawings and make his own work conform to the conditions shown thereon. Any discrepancies between drawings, between drawings and specifications, and • between drawings and actual field conditions shall be brought to the Architect's attention for a decision. Changes in the work because of failure to do so shall bedone by the Contractor at no extra cost to the Owner. 44 CRC -2 HEATING AND VENTILATING 15B-1 " " " " Heating and ventilating work shown on other drawings shall be included regardless of its not being shown specifically on the mechanical drawings. All items not mentioned specifically herein or not shown on the drawings which are obviously nec- essary to carry out the intent of the drawings shall be included. 4. EXAMINATION OF SITE The Contractor shall examine the building site and compare the drawings with existing conditions. By the act of submitting a bid, the Contractor shall be deemed to have made such an examin- ation and to have made allowance therefor in preparing his figure. 5. RULES AND REGULATIONS All work and materials shall be in full accordance with the latest rules and regulations of the State Fire Marshal; the Safety Orders of the Division of Industrial Safety; the Elec- trical Code; the Plumbing Code; the Building and Housing Code of the City of San Mateo; Title 24 California Administrative Code Energy Standards; and other applicable State or City laws or regulations. Nothing in these plans or specifications is to be construed to permit work not conforming to these Codes. Wherever the specifications call for or describe materials or construction of a better quality or larger size than are required by the above rules and regulations, the provision of these specifications shall take precedence over the require- ments of said rules and regulations. All minor changes in the work required to meet these rules and regulations shall be provided by the Contractor at no extra cost to the Owner. " 6. PERMITS AND FEES The procurement of all licenses and permits necessary to the prosecution and completion of the work is included in this section. " " 7. SUBSTITUTIONS In these specifications, one or more makes of materials or methods have been specified for use in this installation. This has been done for convenience in fixing the standard of workman- ship, finish and design required for this installation but other materials or methods, equal in workmanship, finish, design and guaranteed performance, will be accepted. This implies no right on the part of the Contractor to use other materials and methods from those specified unless approved as equal by the Architect. The decision of the Architect shall govern as to what material is equal to that specified, but the burden of proof as to the equality of any proposed material shall be upon the Contractor. If the Architect considers it necessary, tests to determine the equality of any proposed materials shall be made, at the expense of the Contractor, by an unbiased laboratory satisfactory to the Architect. " CRC -2 HEATING AND VENTILATING 15B-2 8. MATERIAL LIST Within thirty (30) days after contract award, or prior if. • necessary to prevent delay of the work, the Contractor shall submit five (5) copies of a material list giving brand name, number, manufacturer and all physical data of the materials, including those specified. Such data shall include parts lists for the Owner, and shall be used for an Operating and Mainten- ance Manual. • • • During this period, the Contractor may submit alternate materials and methods. No request for alternates or changes will be con- sidered after this time. Approval of alternates does not relieve the Contractor from the requirements of the specifications beyond those specifically approved, and changes shall include all work necessary to make alternates fit space and electrical require- ments, code requirements and any changes required in any other portion of the work. No extras will be allowed because of failure to do so. 9. CONTRACTOR'S RESPONSIBILITY The Contractor shall be responsible for the safety and good condition of all material and equipmentfurnished by him during the entire installation until final acceptance by the Owner. He shall erect and maintain suitable barriers, protective devices, lights and warning signs where required for the protection of the public and employees about the building and shall be fully responsible for any loss or injury resulting fromneglect of these precautions or his own carelessness. 10. COOPERATION WITH OTHERS • The work shall be organized so that the progress will harmonize with the work of all trades, so that all work may proceed as expeditiously as possible. The Contractor shall be responsible for the correct placing of the work and connection thereof to the work of all related trades. • 11. CLOSING IN UNINSPECTED WORK The Contractor shall not allow or cause any of his work to be covered up or enclosed until it has been inspected and approved by the Architect. Should any of the work be enclosed or covered up prior to inspection, the Contractor shall, at his • own expense, uncover the work and, after it has been inspected and approved, make all repairs with such materials as may be necessary to restore all work disturbed by him to its original and proper condition. • CRC -2 HEATING AND VENTILATING 15B-3 " 12. CUTTING AND FRAMING FOR OPENINGS Cutting and framing for openings, including lintels and supports which may be required for the installation of work under this section shall be done under Section 6A, except for minor cutting and boring. Responsibility for the omission or improper location of " supports, openings, anchorages, etc. shall be included under this Section (15B) of the work. Cutting and/or boring of structural members shall be permitted under this section only with the written approval of the Architect. 13. MANUFACTURERS' DIRECTIONS In all cases where the manufacturers of articles used in the contract furnish directions covering points not shown on the drawings or specified herein, such directions shall be followed. 14. PROTECTION OF WORK Until final acceptance of the work, the Contractor shall protect all materials from damage, from any cause whatever, and shall provide adequate and proper storage facilities. He shall replace all damaged or defective work, materials. and equipment before requesting final acceptance. 15. FURRING AND PIPE SPACES Ample spaces are provided in the design of the building for the installation of this work. All piping and ductwork shall be within the furring lines established on the Architectural Draw- " ins unless otherwise noted on the drawings. 16. PRELIMINARY OPERATION Should the Owner demand that any portion of the plant, apparatus, or equipment be operated previous to the final completion and " acceptance of the work, the Contractor shall consent, and such operation shall be under the supervision and direction of the Contractor, but all expense thereof shall be paid by the Owner, separate and distinct from any money paid on account of the contract. Such preliminary operation or payment therefore shall not be construed as an acceptance of any of the work of the " Contract. " " " 17. GUARANTEE In addition to the guarantee in the General or Special Conditions, the Contractor shall guarantee that the installation is free from " mechanical defects and he shall replace or repair to the satis- faction of the Architect any part of the installation which may fail within one year after final acceptance provided such failure is due to defects in the material or workmanship or failure to follow specification or drawings. " CRC -2 HEATING AND VENTILATING 15B-4 " " The Contractor shall also be responsible for all damage to any part of the premises caused by leaks or breaks in the work furnished and/or installed under this section for a period of one year after acceptance by the Architect. 18. REGISTERS As scheduled on the drawings, Titus or approved equal. 19. TURNING VANES Turning vanes at Durodyne airfoil Turning vanes at approved equal. square or rectangular duct elbow shall be type, or H.E.P. branch duct takeoffs shall be Titus or 20. FIRE DAMPERS Fire dampers shall be Wonder Metal Type D3 or D3H and shall be installed in the ductwork where shown on the drawings. " They shall be of the fusible link type, and an access door shall be provided in the ductwork for access to the fusible link. The size of the access door shall be as directed. Equivalent Krueger is acceptable. 21. ACCESS DOORS IN DUCTWORK Access doors in ductwork shall be Wonder Metal Model AT, size as shown or directed. Equivalent Krueger is acceptable. 22. DUCTWORK ABOVE GRADE " Ductwork shall be galvanized steel. Type of construction and gauge of metal shall conform to latest ASHRAE Guide and other details of duct construction shall be as recommended by SMACNA Guide. Turning vanes shall be rigidly riveted to the ductwork, installed in all right angle turns, and unless shown as 90 angles on thedrawings, bends shall be made with curved sections, " the center line radius of which shall not be less than 1-1/2 times the width of the duct in the plane of the bend. Trans- formations shall be made by uniformly tapering sections, at not more than 30� taper. Hangers shall be made of solid bar galvanized steel, not less " than 22 gauge, bolted to the duct with three #10 sheet metal screws each side, and securely fastened to the structure above. Hangers shall be spaced not more than 6'-0" on centers or not less than one per joint, whichever is greater. Where necessary, provide blocking from which to hang ductwork. Such blocking shall be of sufficient size to carry the weight of the ducts. " " CRC -2 HEATING. AND VENTILATING 15B-5 " " " " Volume dampers shall be installed at points as shown or as required. In general, splitters or volume dampers shall be installed at junction of each branch and main duct, and at all other points necessary to properly balance the system of air flow. Dampers shall be properly stiffened to prevent. noise and/or vibration and in no case shall be lighter than #20 gauge G.I. All splitters and dampers shall be provided with adjustable locking device. On exposed ductwork splitters are to be operated with Parker Kalon quadrant, or equal, or with 1/4" rods having thumb screw adjustment. On concealed ductwork splitters are to be operated from grille openings wherever practicable. Contractor to submit samples and details of damper operating device for approval. All ducts nine (9") inches and over in either direction shall have diagonal crimping for bracing. All duct connections to fan and furnace units shall be with flexible connections consisting of Vent-Glas. Such connec- tions shall be at least six (6") inches long. 23. AIR FILTERS Burke "Roto Aire" RM1-IR series, replaceable media type. Filters shall be 2" thick overall, and of the size to fit the " various units. Clean filters shall be installed after the final inspection. Equivalent Cambridge filters are acceptable. 24. CLEANING AND PAINTING DUCTS All ducts must be thoroughly cleaned. so that when the systems " are placed in operation, dirt and dust will not be discharged from the grilles or discharge openings. This Contractor is to paint the inside of all supply and return outlets including deflectors and louvers, and any other openings through which the bare metal can be seen through louvers and grilles, with one coat of black paint. " 25. INSULATION a. Concealed in furred spaces, attic areas and underfloor spaces shall be Owens-Corning Fiberglas PF-336 (1 lb./cu. ft.) one inch (1") thick on supply ducts. Install on all supply ducts " except where internal insulation is required. " b. All pieces of insulation shall be cleanly cut and neatly fitted with tightly butted joints. No gaps in insulation will be permitted. Blanket insulation shall be installed with Benjamin Fosters 81-99 adhesive spot applied to ducts approximately 6 inches diameter, 12 inches o.c. Where rectangular ducts are 24 inches or wider, a row of welding " CRC -2 HEATING AND VENTILATING 15B-6 " " " " " " " " pins or Stic-Klips, with speed washers, shall be installed 12 inches o.c. to prevent sagging of the insulation on the bottom of the duct. The blanket shall be overlapped a minimum of 2 inches on all joints. The blanket shall be further secured with 16 gauge annealed wire ties 12 inches o.c. c. At plenums, supply ducts and exhaust ducts, where shown on drawings, all internal surfaces of duct work shall be insulated with a minimum of 1 inch of Owens-Corning 3 lb. density Duct Liner Board or approved equal. Transverse joints shall be neatly butted and there shall be no inter- ruptions or gaps. Board shall be cut to assure tight, overlapped corner joints. Top pieces shall be supported by side pieces. Duct Liner Board shall be adhered to the sheet metal with 100% coverage of adhesive; all exposed leading edges and transverse joints shall also be coated with adhesive. In addition to the above, mechanical fas- teners shall be used to secure the Duct Liner Board to the duct. All application standards shall comply with the recommendations of the Sheet Metal and Air -Conditioning Contractor's National Association's Duct Liner Application Standard, First Edition. 26. FANS a. General - Fans shall be belt driven with variable speed drive. Belts shall be designed to transmit 150% of the rated motor horsepower. Belt guards shall be provided, but access shall be provided so that fan speed may be measured without removing the guards. Adequate provision shall be made for adjusting belt tension. Fans other than those integral with furnace or air conditioning units shall be rated in accordance with the test code of the Air Moving and Conditioning Association and shall bear the A.M.C.A. label. Fans shall be of size, model and capacity as scheduled on the drawings and specified herein. b. Roof exhausters shall be equipped with bird screens, automatic.backdraft dampers and disconnect switch under the cowl. 27. FRESH AIR INTAKES Furnish and install all fresh air intakes required for this work. Wall louvers shall be Wonder Metal Products Company, Type L445 with galvanized bird screen on the inside. Door louvers, Wonder Metal TL45 to fit thickness of doors. Provide as shown on drawings. Roof intake shall be as shown on drawings. 28. HEATING FURNACES Heating and ventilating units shall be Janitrol as scheduled on the drawings. They shall be the size and capacity as scheduled. Equivalent Lennox or Carrier equipment is acceptable. " CRC -2 HEATING AND VENTILATING 15B-7 " Heating units shall have heat exchangers with a 10 -year guarantee and single stage firing, and shall be wired and installed in accordance with State of California Electrical Safety Orders. 29. BALANCING OF SYSTEMS After the systems are complete and operating, balance as near as possible to the rates of air circulation shown on the " drawings. Before calling for final inspection, the various systems shall be operated for a period of one day of eight (8) hours and show satisfactory operation. 30. INSTRUCTIONS " Provide complete operating instructions and personally instruct the Owner in the proper maintenance and operation of the system. 31. THERMOSTATS Thermostats to be Honeywell or equal, with sub -base for continuous operation. " " " " " " CRC -2 HEATING AND VENTILATING 15B-8 SECTION 16 ELECTRICAL WORK • The Contractor's attention is called to the General Conditions and the Special Conditions of the Contract which are a part of this Specification. • • • • • • • • 1. SCOPE OF THE WORK Furnish all labor, materials, tools, transportation, equip- ment, temporary constructions, services and facilities for the installation of a complete and satisfactorily operable electrical installation. Work shall include, but shall not necessarily be limited to the following: a. New feeder and panelboard and connection to existing service equipment. b. Branch circuit system, including new outlets and other devices and remodeling of existing outlets as required. c. Furnishing, installing and connecting all lighting fixtures. d. Furnishing and installing conduit and outlet boxes, for remodeling and extension of telephone system. e. Installing conduit and wire for heating and ventilating and plumbing equipment and controls, except low voltage wiring for forced -air furnace. f. Connections to kitchen equipment and all mechanical equipment. g. Furnishing and installing electric baseboard heaters and controls. h. Furnishing and installing a sound system, raceways and outlets. 2. EXAMINATION OF SITE The Contractor shall examine the building site and the existing building and compare the drawings with existing conditions. By the act of submitting a bid, the Contractor shall be deemed to have made such an examination and to have madeallowances there- for in the preparation of his figures. 3. PERMITS AND FEES The Contractor shall obtain all necessary permits and pay for same. Where permits are required, the Contractor shall deliver certificates of final inspection to the Architect. Contractor shall obtain and pay for any and all required inspection fees. • CRC -2 ELECTRICAL WORK 16-1 4. RULES AND REGULATIONS • • All work and materials shall be in full accordance with the latest rules and regulations of the State Fire Marshal; the Safety Orders of the Division of Industrial Safety; the National Electric Code, and other applicable State laws or regulations. Nothing in these plans or specifications is to be construed to permit work not conforming to these codes. Should there be any direct conflict between the drawings, specifications, and the above rules or ordinances, the higher standard shall govern. It shall be the responsibility of'the Contractor to bid the work according to these rules and thereafter to furnish without additional charge any material or labor required to comply with the above -mentioned rules, even though the work may not be shown on the drawings or mentioned in the specifications. 5. WORKMANSHIP AND SUPERVISION The Contractor shall, personally or through an authorized • representative, constantly supervise the work, and shall, inso far as possible, keep the same foreman and workmen on the job from commencement to completion. The workmanship of the entire job must be in every way first class, and only experienced and competent workmen will be allowed on the job. The Owner reserves the right to ask the withdrawal of any workman who • does not do satisfactory work. 6. MATERIALS AND SUBSTITUTIONS All of the electrical equipment and materials furnished under this contract shall be new and of the best grade. Specific • names used in connection with materials are mentioned as standards. Materials and equipment of other manufacturers will be accepted providing they are of comparable quality and utility. If any tests are required to determine equality of materials, such tests shall be made at the expense 'of the Contractor. Within 15 days after notice to proceed has been • given to the General Contractor, a list of the materials for the electrical work shall be submitted for review. All proposals shall be made in one submission only. Failure to make the above submittal within 15 days shall bind the Contractor to install all equipment as specified. • 7. CUTTING, PATCHING, AND EXCAVATING The Contractor shall do all cutting, patching and escavating necessary in connection with his work and shall make all repairs, do all backfilling, and restore conditions in a manner satisfactory to the Architect. No cutting of structural • members shall be done without written approval of the Architect. CRC -2 ELECTRICAL WORK 16-2 8. DRAWINGS a. The layout of equipment, accessories, and raceway systems • is diagrammatic generally unless specifically dimensioned. Before proceeding with the work, the Contractor shall check carefully and verify all dimensions and sizes. Where discrepancies occur on different plans, between plans and actual field conditions, or between the plans and specifications, they shall be brought promptly to the • attention of the Architect for a decision. b. All items not specifically mentioned herein or not shown on the drawings which are obviously necessary to make a complete working installation are included. • c. The Contractor shall review also architectural, structural, plumbing, heating and ventilation plans, and shall adjust his work to conform to all conditions shown thereon, and shall be responsible for all electrical work shown thereon, regardless of its not being shown on the electrical drawings. • 9. COOPERATION WITH OTHERS a. The work shall be organized so that the progress will harmonize with the work of all trades so that all work may proceed as expeditiously as possible. • b. The Contractor shall be responsible for the correct placement of the work and connection thereof to the work of all related trades. 10. CLOSING IN UNINSPECTED WORK • a. The Contractor shall not allow or cause any of his work to be covered up or enclosed until it has been inspected and tested as required by the local buildinginspection jurisdiction and until approval has been received from the Architect. • • • b. Should any of the work be enclosed or covered up prior to inspection and testings, the Contractor shall uncover the workat his own expense, and after it has been tested, inspectedand approved, make all repairs with such materials as may be necessary to restore all work disturbed by him to its original and proper condition. 11. CONTRACTOR'S RESPONSIBILITY a. The Contractor shall be responsible for the safety and good condition of all material and equipment furnished by him during the entire installation until final acceptance by the Owner. He shall erect and maintain suitable barriers, CRC -2 ELECTRICAL WORK 16-3 protective devices, lights and warning signs where required for the protection of the public and employees about the building, and shall be responsible fully for any loss or injury resulting from neglect of these precautions or his own carelessness. b. The work shall be carried on at all times with the utmost dispatch without interference or annoyance in any way objectionable to the Owner. All existing telephone cables, wires, conduit, pipes, etc., shall be protected and well barricaded against injury or accident. 12. MOUNTING HEIGHTS Contractor shall consult Architectural Drawings ing heights of all outlets and receptacles. In specific heights are not shown, he shall obtain mounting height from the Architect. No outlets installed until such heights have been obtained 13. CLEANING The Contractor shall at all times keep the premises free from the accumulation of waste materials or rubbish caused by the employees or work. At the completion of the work he shall remove all superfluous materials, equipment and debris resulting from the work done under these specifications. 14. ELECTRIC SERVICE Existing service is 3 phase, 4 wire 120/240 volts Delta. 15. RACEWAY a. b. for the mount - the event that the required shall be • Raceway shall be hot -dipped galvanized rigid type, electrical metallic tubing (EMT) or plastic type (PVC) as determined by size and use and as shown on the drawings. 1) Conduits embedded in concrete located below floor slab or below ground, shall be rigid type. 2) Conduits within the building used for power distribu- tion or low voltage controls shall be rigid type or EMT. 3) Conduits exposed to weather shall be galvanized rigid type. 4) Conduits used for telephone company and utility company service main cables shall be PVC. Rigid conduit CRC -2 ELECTRICAL WORK 16-4 " " " " " " " " " 1) Rigid conduit joints and their related fittings shall be threaded type. The external threads on all conduit buried in earth or in wet locations shall be coated with red lead before screwing into couplings. All conduits shall be screwed tight to their fittings or couplings. The use of conduit unions shall be kept to a minimum. 2) Branch circuit conduits shown on the drawing to be installed under the building shall be installed below the building floor slab in the sand bed above the membrane. 3) All wiring shall be run in conduit and all conduits shall be concealed unless specifically noted otherwise or approved by Architect. Exposed conduit runs shall be installed parallel or at right angles to building lines. 4) The use of flexible conduit will not be permitted unless approved by the Engineer, 5) Only hack saws shall be used to cut conduit. No other pipe cutters will be permitted on the job for the purpose. c. EMT The applicable requirements for rigid conduit shall apply to EMT installation. Use of indenter type couplings will not be permitted and EMT shall not beinstalled below floor grade. d. Plastic conduit Plastic conduit shall be Carlon, Stauffer, or approved equal polyvinyl chloride, Type 40 (PVC). Conduits shall be supplied in 10 foot lengths and provided with a coupling. Manufacturer's approved solvent for joining couplings to pipe shall be used and shall be applied according to manufacturer's recommendations. Conduits shall be buried minimum of two feet below grade. e. Installation 1) Where conduits are supported from wood roof,they shall be secured by pipe clamps with wood screws; where hung from concrete members or walls, they shall be secured by means of approved inserts. 2) Where outlets are located in furred ceilings, the conduit shall be run between the ceiling and roof structure above. " CRC -2 ELECTRICAL WORK 16-5 " " " 3) In all areas having wood joists with sheet rock or other ceiling material fastened directly to the joists, the joists shall be drilled for installation of race- ways. All drilling shall be verified with the Architect. 4) In all areas with exposed wood roof decking, the race- ways shall be installed above the decking in such a way that no rainwater is prevented from flowing to a rain leader. See note, Sheet E.1. No crossing of conduits will be allowed. Use extension boxes as required by roof construction thickness. 5) In all finished areas where raceways must be run exposed, use Wiremold. Verify with Architect the use of Wiremold prior to installation. 16. OUTLETS All ceiling and wall outlets shall be provided with outlet boxes of the proper shape and size for the particular use, " and large enough to accommodate all wires and connections without crowding. Minimum box size shall be four inches. All grouped switches and receptacles shall be installed in multigang boxeswith appropriate plates. All EMT box connectors shall be insulated and bushed, Tomic or equal. All exposed outlets in damp or exterior locations shall be condulet type. " 17. CONNECTIONS a. Splices in wire #8 AWG and smaller shall be made with patented and U.L. approved crimp connectors with neoprene " insulators or "Scotch -locks" of the latest design having a solid metal case to prevent puncture of the insulation,. installed in accordance with manufacturer's instructions. " " " b. Splices in wire #6 and larger shall be made with pressure type connectors, T & B "Lock-Tite" or equal, with all voids filled with Minnesota Mining insulating putty and taped with at least three layers of Scotch #33 insulating tape. in an approved manner. All taped joints shall be painted with an insulating varnish. 18. WIRE AND CABLE All wire and cable, unless otherwise indicated, shall be new, rubber or synthetic covered, N.E.C. standard solid copper for all conductors #8 AWG and smaller, and stranded copper for #6 AWG and larger. No wire smaller than #12 AWG shall be used unless specifically shown on the drawings. All panel feeder conductors shall be type TWHN, as made by Rome, Anaconda, Paranite or Triangle. All wire shall bear the Underwriter's label and shall be brought to the job in unbroken packages. CRC -2 ELECTRICAL WORK 16-6 s Wiring shall be phase color coded or otherwise identified throughout the job. All branch circuit wiring in dry locations shall be type "TW". All other wiring in or under slab or ground shall be type "TRW". 19. LIGHTING FIXTURES a. The Contractor shall furnish and install all lighting fixtures in accordance with the data shown on the • drawings, complete with all lamps, supports, aligners, plaster rings, canopies and all necessary auxiliaries. b. All internal wiring in fluorescent fixtures shall be made with #12 AF, 1000V type AWN or equal. Included is all wiring in the flexible connections to recessed O fixtures. c. All lamps shall be rated 120V and shall be as made by General Electric or Sylvania. Fluorescent lamps shall be cool white, rated at 3100 lumens. ® d. All fluorescent ballasts shall be ETL-CBM rated with a "B" noise rating. All ballasts shall be "P" rated. 20. PANELBOARD Panel shall be as shown on the drawings,complete with ® the hinged door, lock and typed circuit directory. All panel trim and door shall be fabricated of stretcher leveled steel. All panels shall be by Square D, Westinghouse or General Electric. • 21. PLATES AND FINISHES ® The finish on switches, receptacles, etc., shall vary from area to area and shall match finishes in the existing building for corresponding areas. However, it shall be the responsibility of this Contractor to verify all finishes with the Architect. On all walls, etc., with wood or paneling, plates and finish of devices shall be matching wood grain. Elsewhere color ® plastic plates with matching finish on devices shall be installed. .Plates and devices shall be as manufactured by the Sierra Company of Los Angeles. Engraved plates shall have 1/8" high letters with black fill. S 22. SAFETY SWITCHES a. All externally operated switches shall be type "ND" as manufactured by the Square D Company; switches used as motor disconnects shall be unfused unless otherwise indicated. ® CRC -2 ELECTRICAL WORK 16-7 b. Disconnects for 120 volt motors shall be square D type AG -1 with overload elements of the proper size. • • at outlets, fixtures and equipment which they serve. c. All disconnects mounted outdoors shall be NEMA 3R Class minimum. 23. IDENTIFICATION a. All panelboards, switchboards, relays, disconnect switches,. controls, motor starters, by-pass switches, etc., installed under this section shall be labeled with nameplates. • • • • • • b. All circuits in panelboards shall be identified as to the 24. TELEPHONE a. Install conduit and outlet boxes with face plates for the installation of wire and cable by the telephone utility company. b. Extend existing telephone service conduit overhead to new or relocated plywood backboard in location shown on the drawings. All existing telephone outlets are to be abandoned, including outlet for public telephone in Main Lobby. Provide blank plates at wall and floor boxes to be abandoned. Note: Existing wall outlets in existing Control area are probably all extensions from existing floor outlet. Check in the field. c. Furnish and install No. 6 AWG copper ground wire in 1/2" conduit from plywood backboard to nearest water pipe, or extend existing ground wire. 25. MECHANICAL EQUIPMENT WIRING Motors and other control equipment and low voltage control wiring (except as noted) will be furnished and installed by the Mechanical Contractor. The Electrical Contractor shall make all connections to motors. 26. KITCHEN EQUIPMENT CONNECTIONS Kitchen equipment shall be connected complete. It shall be the Contractor's responsibility to verify the exact location and method of termination with the installer of the equipment. 27. BASEBOARD HEATERS Furnish and install two baseboard heaters, complete with remote thermostats, as specified and as located on the drawings. • CRC -2 ELECTRICAL WORK 16-8 28. SOUND SYSTEM a. Equipment shall be as follows: Furnish and install a new public address system and connect existing loudspeakers and microphone and auxiliary input outlets to new amplifying equipment. Equipment supplied by Custom Electronics Company of Oakland will be acceptable and shall be as follows (or approved equal): 1) Amplifier - Rauland No. 4710, wall type rated for 100 watts. 2) Volume controlsfor respective areas, as shown on drawings, shall be Soundolier #AT -10 Auto -Transformer Type. 3) Ceiling Loudspeakers - (Room #1) - Soundolier No. C803 with HT -87 transformer and No. 191-78-5" deep backbox with No. 12-8 grille 12" square. 4) Wall Loudspeaker - (Room #12) - University No. CS -2. b. Provide all receptacles, cable and conduit for a complete operating system. Supplier of equipment must also be the authorized factory distributor for the area. 29. SUBMITTALS Within 15 days after the award of this contract, Contractor shall submit for approval six (6) sets of complete catalog information on all major electrical equipment, including lighting fixtures. 30. INSPECTION All work and materials covered by these specifications shall at all times be subject to inspection by the Architect or representative of the Architect. Any material not installed in a neat and workmanlike manner and in accordance with the plans and specifications shall, upon order of the Architect, be removed and/or corrected at Contractor's expense. 31. TESTS Furnish all labor, materials, instruments and make all connec- tions for testing, as may be requested. Entire wiring system with equipment connected must test free of shorts and grounds, and have insulation resistance between conductors and between conductors and ground of not less than the requirements of the National Electric Code. CRC- 2 ELECTRICAL WORK 16-9 32. GUARANTEE This Contractor shall guarantee that all work installed • under this contract is free from mechanical and electrical defects, and he shall replace or repair to the satisfaction of the Architect, any part or portion of the work which may fail within a period of one year after the final acceptance of the system, provided such failure, in the opinion of the Architect, is due to defects in materials or workmanship. 33. RECORD DRAWINGS The Contractor shall obtain a complete record set of • reproducible prints from the Architect. This shall be corrected daily to show all changes from original contract drawings and shall be kept on the job site until completion of the job at which time this set of reproducible prints, clearly marked, shall be delivered to the Architect. • • • • • • • CRC -2 ELECTRICAL WORK 16-10 VI PROPOSAL • • TO THE CITY COUNCIL CITY HALL SAN MATEO, CALIFORNIA GENTLEMEN: 1. The undersigned hereby proposes to furnish any and all labor, materials, transportation and services required for the con- struction of Additions and Remodeling to Central Recreation Center for the City of San Mateo, California, in conformity with the plans and specifications prepared by Leonard Michaels, A.I.A. Architect, under items and conditions set down in the • Notice Inviting Sealed Proposals, General Conditions and Special Conditions of the Contract for the sum of: • • • • DOLLARS ($ ), including all sales and other taxes, permits and fees. 2. The undersigned further agrees that if any of the alternates, numbers la, lb, 2, 3 listed in the attached schedule of Alternate Bids, are added to or deducted from the Contract work, as the City shall decide, then the Base Bid shall be modified accordingly, and that if any other items are added or deducted either before or during construction, appropriate adjustment of the Contract price shall be made. 3. All prices in this Proposal have included in them the changes incorporated in the Contract Documents contained in the following Addenda: Addendum Number Date 4. The undersigned has carefully read and studied the plans and specifications referred to in paragraph 1 of this Proposal ® including all applicable sections of the "Standard Specifications" of the City of San Mateo and realizes that any variation or deviation from these specifications, requirements and conditions shall be sufficient grounds for rejection of all or any part of the work performed. Such rejected work shall be replaced entire- ly at the contractor's expense, and failure to do so within a • reasonable length of time shall be sufficient reason for the withholding of payment for any part or all of the work and for- feiture of the contractor's bond. CRC2 PROPOSAL 5. The undersigned further certifies that he is licensed by the State of California as a Contractor, that the license is no in force and that the number and class is Class ( ). Remarks: • • • • 6. If awarded the Contract, theundersigned hereby agrees to sign and file said contract together with the necessary bonds and certificates of insurance in the office of the City Engineer within ten (10) calendar days after the date of the award and to commence work not later than fifteen (15) calendar days from said date of award, and to complete the work under said Contract within one hundred and fifty (150) calendar days from the date of contract, including all work in Alternates if accepted. 7. The undersigned has checked carefully all the above figures and understands that the City will not be responsible for any errors or omissions on the part of the undersigned in making up his bid. I 8. The undersigned hereby certifies that this bid is genuine, and not sham or collusive, or made in the interest or in behalfjof any person not named herein, and thattheundersigned has not directly or indirectly induced or solicited any other bidder, to put in a sham bid, or any other person, firm or corporationito. refrain from bidding, and that the undersigned has not in any manner sought by collusion to secure for himself an advantage of any kind whatever. 9. Enclosed find bond or certified check or cashier's check No. of the Bank for • payable to the Not less than ten (10) percent of this bid • • s City of San Mateo, California, and which that the undersigned will enter into the the undersigned. is given as a guarantee contract if awarded to 10. The undersigned agrees that this bid may not be a period of forty-five (45) days after the date set for the opening thereof. withdrawn for NOTE: IF THE PROPOSAL IS MADE BY AN INDIVIDUAL, HIS NAME AND POST OFFICE ADDRESS MUST BE SHOWN. IF THE PROPOSAL PS MADE BY A PARTNERSHIP, THE NAME AND ADDRESS OF'EACH MEMBER OF THE FIRM OR PARTNERSHIP MUST BE SHOWN; OR IF MADE BY A CORPORATION, THE PROPOSAL SHALL SHOW THE NAME OF THE STATE UNDER THE LAWS OF WHICH THE CORPORATION WAS CHARTERED AND THE NAMES, TITLES AND BUSINESS ADDRESSES OF THE PRESIDENT, SECRETARY AND TREASURER OF SAID CORPORATION. • PROPOSAL 2 SIGNATURES FOR BIDDER: a If INDIVIDUAL, Sign Below S S Signature If CORPORATION', Sign Below (Show Names of Nonsigning Officers) Date A CORPORATION Post Office Address Name of State Where Chartered If PARTNERSHIP, Sign Below (Show Names of Nonsigning Partners) Name of Partners Signature Date Post Office Address PRESIDENT Date SECRETARY Date TREASURER Date Post Office Address Attachments: Schedule of Alternate Bids 0 List of Subcontractors Certificate of Nondiscrimination Certification of Payment of Prevailing Wage Scale • PROPOSAL 3 SCHEDULE OF ALTERNATE BIDS ALTERNATE #la. Furnish and install new concrete patio and fencing on the south side of New Meeting Room #1 and new concrete paving outside the patio on the south side of offices (Rooms #5 and #6) all as shown on the drawings and as specified. ADD THE SUM OF $ ALTERNATE #lb. Furnish and install new concrete service yard and fencing on the east side of New Kitchen (Room #11), all as shown on the drawings and as specified. ADD THE SUM OF $ ALTERNATE #2 Remove 2x6 decking, fascia and steps from existing deck and construct new deck addition, including new footings, framing, connection of framing to existing framing, stairs, concrete skirt wall, removable panels, concrete pad outside door from Room #5, staining and all other work required to complete the new deck addition as specified and shown on the drawings. (City will remove the 6 ft. wide temporary deck addition before start of construction). ADD THE SUM OF $ ALTERNATE #3 Remove all vinyl asbestos floor tile from the floor of Existing Game Room (Room #12) and the existing Storage Room to the east and remove from the site. Furnish and install new vinyl asbestos floor tile, in these areas, to match the floor tile to be installed in New Meeting Room #1. ADD THE SUM OF $ CRC -2 SCHEDULE OF ALTERNATE BIDS LIST OF SUBCONTRACTORS • • • • • • w • Each bidder in submitting his bid for the doing of the work or improvement shall in his bid or offer, in accordance with the provisions of Section 4104 of the Government Code of the State of California, set forth the following: 1. Name and location of the place of business of each sub- contractor who will perform work or labor or render service to the general contractor in or about the construction of the work or the improvement in an amount in excess of one-half (h) of one (1) percent of the general contractor's total bid. 2. The portion of work which will be done by each subcontractor. NAME (if none, insert the word "none") LOCATION SPECIFIC DOLLAR WORK AMOUNT • CRC -2 LIST OF SUBCONTRACTORS 1 " " S " " " NAME (if none, insert the word "none") LOCATION SPECIFIC DOLLAR WORK AMOUNT " CRC -2 LIST OF SUBCONTRACTORS 2 " CERTIFICATE OF NONDISCRIMINATION " " 0 " " " " " " On behalf of the bidder making this proposal, the undersigned certifies that there will be no discrimination in employment with regard to race, color, religion, sex or national origin; that all Federal,. State and local directives and executive orders regarding nondiscrimination in employment will be complied with; and that the principle of equal opportunity in employment will be demonstrated positively and agressively. (Bidder) by: (Name and title of person making certificate) Dated: " CRC -2 CERTIFICATE OF NONDISCRIMINATION CERTIFICATION OF PAYMENT OF PREVAILING WAGE SCALE • On behalf of the bidder making this proposal, the undersigned certifies that either the Prevailing Wage Scale, adopted by City Council Resolution 25 (1980)• dated March 5, 1980, or Federal Area Wage Determination, Decision #CA80-5110 (including all modifications), whichever is higher, will be paid to all craftsmen and laborers working on this project. A copy of the applicable wage determination is available in the Public Works Department. • Title of Project Bidder • By • Date (Name and Title of Person Making. Certification) Note: Contractor will be obligated, per Federal Requirements, to submit weekly pay sheets for Federal Verification, if • applicable. • • 1 • CRC2 CERTIFICATION OF PAYMENT OF PREVAILING WAGE SCALE