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GEM Industrial Inc; 2018-12-12; RFB19-525TRAN
RECORDED REQUESTED BY CITY OF CARLSBAD AND WHEN RECORDED PLEASE MAIL TO: City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 DOC# 2019-0366441 111111111111 lllll 111111111111111 lllll lllll 1111111111111111111111111111 Aug 27, 2019 04:18 PM OFFICIAL RECORDS Ernest J. Dronenburg, Jr , SAN DIEGO COUNTY RECORDER FEES $0 00 (SB2 Atkins $0 00) PAGES 1 Space above this line for Recorder's use. PARCEL NO: NOTICE OF COMPLETION Notice is hereby given that: 209-50-26-00 1. The undersigned is owner of the interest or estate stated below in the property hereinafter described. 2. The full name of the undersigned is City of Carlsbad, a municipal corporation. 3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008. 4. The nature of the title of the undersigned is: In fee. 5. A work or improvement on the property hereinafter described was completed on July 3, 2019. 6. The name of the contractor for such work or improvement is GEM Industrial Electric, Inc. 7. The property on which said work or improvement was completed is in the City of Carlsbad, County of San Diego, State of California, and is described as follows: Project No. 4736, Carlsbad Fire Station 5 -Storage Building Roof, RFB19-525TRAN, Drawing No. 396-lA. 8. The street address of said property is 2540 Orion Way, in the City of Carlsbad. VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, California, 92008; the City Manager of said City on /)~115± ;ldfh , 20J!j__, accepted the above described work as completed and order that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on A"JuM ;J/s-1 , 20ft, at Carlsbad, California. CITY OF CARLSBAD ¢fr~ ,{vf BARBARA ENGLESON City Clerk I-JecJar 6or()t i Dtpv:J c1-~ c}er✓ Q:\Public Works\PW Common\CAPITAL-ACTIVE\4736 Fire Station 5 Storage Building Roof\14. Close out Documents\NOC (Public and Private) -revised 2019- 02-07.doc CITY OF CARLSBAD ACCEPTANCE OF PUBLIC IMPROVEMENTS COMPLETION OF PUBLIC IMPROVEMENTS GEM Industrial Electric, Inc. has completed the contract work required for Project No. 4736, Carlsbad Fire Station 5 -Storage Building Roof, DWG#396-1A. City forces have inspected the work and found it to be satisfactory. The work consisted of: IMPROVEMENTS Roof installation on Fire Station No. 5 storage building, roll up door installation, and door installation between storage I supply rooms VALUE $147,150 CERTIFICATION OF COMPLETION OF IMPROVEMENTS CITY MANAGER'S ACCEPTANCE OF PUBLIC IMPROVEMENTS The construction of the above described contract is deemed complete and hereby accepted. The City Clerk is hereby authorized to record the Notice of Completion and release the bonds in accordance with State Law and City Ordinances. The City of Carlsbad is hereby directed to commence maintaining the above described improvements. $}~, !J__.,>r 8, :;fJ . icr ~ Scott Chad~iVcity Manager Date APPROVED AS TO FORM: CELIA BREWER, City Attorney Q \Public Works\PW Common\CAPITAL-ACTIVE\4736 Fire Station 5 Storage Building Roof\14. Close out Documents\API (Public Works)-revised 2019-02-07.doc Project: 4736, Carlsbad Fire Station 5 -Storage Building Roof Change Order No. 1 CITY OF CARLSBAD CONTRACT CHANGE ORDER NO. 1 PROJECT: 4736, Carlsbad Fire Station 5 -Storage Building Roof CONTRACT NO. 4736 P.O. NO. P136898 ACCOUNT NO. 3007000 9060 / 47361 9066 CONTRACTOR: GEM Industrial Electric, Inc. ADDRESS: 16902 Rio Maria Road Lakeside, CA 92040 The Contractor is directed to make the following changes as described herein. Changes shall include all labor, materials, equipment, contract time extension, and all other goods and services required to implement this change. Payment stated on this change order includes all charges, direct or indirect, arising out of this additional work including charges for field overhead, extended home office overhead, delays, disruptions, cumulative impacts, loss of efficiency, extended equipment costs and overtime premium costs and is expressly agreed between the City and the Contractor to be the complete and final costs hereof. The requirements of the specifications, where pertinent and not in conflict with this change order, shall apply to these changes. This change order is not effective unless signed by the City Manager and/or the Mayor or his/her designee. Pursuant to Section 3 of the General Provisions of this contract, perform the following: Item 1: Item 2: Item 3: Item 4: Procure sectional door materials from Vinyard Doors, Inc., per GEM Industrial, Inc. quote dated Feb. 27, 2019, inclusive of additional material cost. Increase to contract cost ............................................................ $772.15 Change factory finish of roll up door from white to Sherwin Williams Red Tanager color (#HGSW1062). Price inclusive of all labor and materials costs. Increase to contract cost ........................................................... $883.25 Paint front exterior of Fire Station 5 Storage Building with Sherwin Williams Macadamia color (#SWE6142). Price inclusive of all labor and material costs. Increase to contract cost ........................................................... $721.09 Grout voids in rear exterior wall of Fire Station 5 Storage Building. Price inclusive of all labor and material costs. Increase to contract cost. ........................................................ $4,773.47 TOTAL INCREASE TO CONTRACT COST ................................................. $7,149.96 Project: 4736, Carlsbad Fire Station 5 -Storage Building Roof Change Order No. 1 TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE INCREASED BY ZERO (0) WORKING DAYS AS A RESULT OF THIS CHANGE ORDER. ~VI) /,o, M N PAL PROJECTS MANAGER (DATE) ~~ d~!Yi'i ENGINEE GMArF I ( ATE) ~ ~~bl~~ DePl,1fy CitY if, . '·"" ,~ APPROVED A§ TO FORM: PvtbliC wvr"s () L .. i CITy):rf"ORNEY fy (DATE) DISTRIBUTION: PROJECT FILE (ORIGINAL), PURCHASING, CONTRACTOR REQUEST FOR BID CONSTRUCTION SERVICES CARLSBAD FIRE STATION 5 -STORAGE BUILDING ROOF August 17, 2018 BID NO. RFB19-525TRAN BIDS MUST BE RECEIVED CLEARLY MARKED ON THE OUTSIDE WITH: "RFB19-525TRAN -CARLSBAD FIRE STATION 5- STORAGE BUILDING ROOF" BIDS MUST BE RECEIVED PRIOR TO 2 P.M. ON September 13, 2018, ADDRESSED TO: CITY OF CARLSBAD Public Works Contract Administration Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Attn: Eleida Felix Yackel PROPOSALS MAY BE SUBMITTED BY US MAIL OR HAND DELIVERYTOTHE ABOVE ADDRESS PRIOR TO THE DATE AND TIME SPECIFIED ABOVE. THE CITY OF CARLSBAD ENCOURAGES THE PARTICIPATION OF MINORITY AND WOMEN-OWNED BUSINESSES ,, •+f Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 1 of 92 Pages TABLE OF CONTENTS Item Page Notice Inviting Bids................................................................................................................... 06 Contractor's Proposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Bid Security Form .. . ... . . . .. .......... ..... .......... ......... ......... .. .. .. .................. ........ .................... .. .. .. .. ... 17 Bidder's Bond to Accompany Proposal..................................................................................... 18 Guide for Completing the "Designation of Subcontractors" Form ................................. ... .. .. . ..... 19 Designation of Subcontractor and Amount of Subcontractor's Bid Items .................................. 21 Bidder's Statement of Technical Ability and Experience............................................................ 22 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation........................................................................................ 23 Bidder's Statement Re Debarment............................................................................................ 24 Bidder's Disclosure of Discipline Record . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .. .. .. .. .. .. ...... 25 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ............... .. .. .. .. ..... 27 Contract Public Works . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Labor and Materials Bond......................................................................................................... 34 Faithful Performance/Warranty Bond........................................................................................ 36 Optional Escrow Agreement for Surety Deposits in Lieu of Retention....................................... 38 ,, •;;' Revised 6/12/18 RFB 19-525-TRAN-Contract No. 4736 Page 2 of 92 Pages Section 1 1-1 1-2 1-3 1-4 1-5 Section 2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 Section 3 3-1 3-2 3-3 3-4 3-5 Section 4 4-1 4-2 Section 5 5-1 5-2 5-3 5-4 5-5 5-6 Section 6 6-1 6-2 6-3 6-4 6-5 6-6 6-7 6-8 6-9 6-10 GENERAL PROVISIONS Terms, Definitions Abbreviations and Symbols Terms............................................................................................................... 41 Definitions.................................................... .. ............................................. ...... 41 Abbreviations............................................... ..................................................... 44 Units of Measure.......................................... ..................................................... 47 Symbols............................................................................................. 48 Scope and Control of The Work Award and Execution of Contract................. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. . .. 49 Assignment.................................................. ................. .. .. ................... .. .. .. . . ..... 49 Subcontracts................................................ ................................ ........ .. .. .. .. ..... 49 Contract Bonds............................................ ..................................................... 50 Plans and Specifications.............................. ..................................................... 51 Work to be Done.......................................... ................................................ ..... 53 Subsurface Data.......................................... .................................... .... .. .. .. .. ..... 53 Right-of-Way................................................ ..................................................... 53 Surveying . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. .. .. .. . . . . .. .. .. .. . 54 Authority of Board and Engineer.................. ............................................ ......... 54 Inspection.................................................... .. .............................................. ..... 54 Changes in Work Changes Requested by the Contractor........ ..................................................... 55 Changes Initiated by the Agency .......... ....... ..................................................... 55 Extra Work................................................... ..................................................... 56 Changed Conditions.................................... ..................................................... 58 Disputed Work............................................. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. 60 Control of Materials Materials and Workmanship ............ .... .. .. .. .. .............. ....................................... 65 Materials Transportation, Handling and Storage................................................ 68 Utilities Location....................................................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . 69 Protection .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . . . . .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. 69 Removal...................................................... ..................................................... 70 Relocation .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... . 70 Delays.............................................................................................................. 70 Cooperation................................................. ..................................................... 71 Prosecution, Progress and Acceptance of the Work Construction Schedule and Commencement of Work........................................ 72 Prosecution of Work.................................... ..................................................... 75 Suspension of Work..................................... .. .. . .. .. .. . .. . . . . .. .. .. .. .. . .. .. .. .. .. . . . . .. . . . . . .. . 76 Default by Contractor................................... ..................................................... 76 Termination of Contract............................... ..................................................... 77 Delays and Extensions of Time.................... .. . .. .. .. .. .. . .. ... .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. 77 Time of Completion...................................... ................................ ..... .... .. . ... ...... 78 Completion, Acceptance, and Warranty....... ..................................................... 78 Liquidated Damages.................................... ..................................................... 79 Use of Improvement During Construction .. .. ....................................... ... .. ... ...... 79 l'\ •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 3 of 92 Pages Section 7 7-1 7-2 7-3 7-4 7-5 7-6 7-7 7-8 7-9 7-10 7-11 7-12 7-13 7-14 Section 8 Section 9 9-1 9-2 9-3 9-4 Responsibilities of the Contractor Contractor's Equipment and Facilities.......... ..................................................... 80 Labor................................................................................................................ 80 Liability Insurance........................................ .. .............................. ........... ... .. ..... 80 Workers' Compensation Insurance.............. ..................................................... 80 Permits............................................................................................................. 81 The Contractor's Representative .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . 81 Cooperation and Collateral Work................. . . ... . . . . .. .. . . . . . . . .. . . .. . . .. .. .. . .. .. .. .. . . .. .. . . .. 81 Project Site Maintenance............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 82 Protection and Restoration of Existing Improvements........................................ 84 Public Convenience and Safety................... ............ .... ...... ................... .. .... ...... 84 Patent Fees or Royalties.............................. ............ ............................. .. .... ...... 85 Advertising................................................... ..................................................... 85 Laws to be Observed................................... . . ... . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . 85 Antitrust Claims . . . . .. . . . .. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 85 NOT USED Measurement and Payment Measurement of Quantities for Unit Price Work................................................. 89 Lump Sum Work............................................................................................... 88 Payment........................................................................................................... 88 Payment...................................................... ..................................................... 91 {'\ •ff Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 4 of 92 Pages TECHNICAL SPECIFICATIONS DIVISION 01 -GENERAL REQUIREMENTS 01 10 00 Summary 01 73 00 Execution DIVISION 02 -SITE WORK 02 41 19 Selective Demolition DIVISION 04 -MASONRY 04 22 00 Concrete Unit Masonry DIVISION 06 -WOOD AND PLASTICS 06 10 00 Rough Carpentry 06 16 00 Sheathing DIVISION 07 -THERMAL AND MOISTURE PROTECTION 07 21 00 Thermal Insulation 07 52 16 Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane Roofing 07 62 00 Sheet Metal Flashing and Trim 07 92 00 Joint Sealants DIVISION 08 -OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 36 00 Sectional Overhead Doors 08 62 00 Unit Skylights 08 71 00 Door Hardware DIVISION 09 -FINISHES 09 91 23 Interior Painting DIVISION 23 -HEATING, VENTILATING AND AIR CONDITIONING (HVAC) 23 37 23 Gravity Ventilator DIVISION 26 -ELECTRICAL 26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 27 26 Wiring Devices 26 51 19 LED Interior Lighting 26 56 19 LED Exterior Lighting ,, •ff Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 5 of 92 Pages September 6, 2018 ADDENDUM NO. 1 ( City of Carlsbad RE: CONSTRUCTION SERVICES CARLSBAD FIRE STATION NO. 5- STORAGE BUILDING ROOF -BID NO. RFB19-525TRAN Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. This addendum--receipt acknowledged--must be included to your bid when your bid is submitted. ' () · · c-· • ~r £ r:··, >~,, /,,-It / ' ' ,-F--. ' /, c_,,./~-c . , /1-ux. l/.· .✓,, t<..-__ . Eleida Felix Yackel i~ Senior Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 Public Works Contract Administration 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-4677 t CITY OF CARLSBAD CONSTRUCTION SERVICES CARLSBAD FIRE STATION NO. 5 -STORAGE BUILDING ROOF CONTRACT NO. 4736 BID NO. RFB19-525TRAN Addendum No. 1 From: Eleida Felix Yackel, Senior Contract Administrator Eleida.felixyackel@carlsbadca.gov No. of Pages: 2 (including this page) Date: September 6, 2018 Bid Opening Date: September 13, 2018 -2 P.M. (NO CHANGE) Notice: This Addendum forms a part of the Contract Documents for the above identified project and modifies portions of the original Contract Documents. Documents not specifically mentioned in this Addendum remain in full force. Contractor must acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject bidder to disqualification. As stated at the pre-bid meeting, all contract documents have been posted to the PlanetBids website. Bidders are encouraged to register with this service to receive any posted updates. 1. Answers to questions raised during mandatory pre-bid meeting 8/29/18: Ql: Is this a state-funded project, thereby requiring the payment of prevailing wages Answer 1: This is not a state-funded project, but payment of prevailing wages is required for all Carlsbad Public Works projects. Page 1 of 2 Bid No. RFB19-525TRAN Addendum No. 1 Q2: Does Urban Corp San Diego have an advantage, given that they use an exemption in the prevailing wage laws of the State of California? Answer 1: California's Prevailing Wage Law requires contractors to pay specific wage rates on public works projects. The rates are published by the State's Department of Industrial Relations ("DIR"). This contract is subject to the California Prevailing Wage Law. Any Contractor claiming to have an exemption of such requirements shall submit supporting documentation with their bid. The City of Carlsbad will verify the validity of such claim with the state. However, their overall bid must still be found to be the lowest responsive and responsible bid in order to be qualified as the lowest bid. Q3: What is the project duration? Answer 3: Per contract paragraph 6-7.1, project duration is 180 working days from date of Notice to Proceed. Q4: Can electrical conduit and wiring be routed along storage room wall at first floor ceiling height? Answer 4: Yes QS: Will rigid or EMT conduit be required? Answer 5: Per technical specifications section 260533 Raceway and Boxes for Electrical Services, interior conduit shall be¾ inch diameter EMT. QG: Will existing ledgers and beams be reused? Answer 6: Per drawings, existing glu-lam beams at center and front of storage room are to be reused. See technical specifications sections 017300 Execution and 024119 Selective Demolition for requirements associated with reuse of materials and patching of surfaces. Page 2 of 2 Bid No. RFB19-525TRAN Addendum No. 1 CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 2 p.m. on September 13, 2018, the City shall accept sealed bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314. Bids shall be addressed to: City of Carlsbad Public Works Department, Contract Administration Office, Attn: Eleida Felix Yackel, and may be send by mail, delivery service or by deposit in the Bid Box located in the first-floor lobby, at which time they will be opened and read, for performing the work as follows: Fire Station 5 storage building roof, roll up door, mechanical and electrical work and storage room finishes. FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Con- tract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans (20 Sheets), provisions, and specifica- tions as approved by the City Council of the City of Carlsbad on file with the City Clerk's Office. Spec- ification Reference is hereby made to the plans and specifications for full particulars and description of the work. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly exe- cuted including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond ,, •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 6 of 92 Pages 3. Noncollusion Declaration 4. Designation of Subcontractor and Amount of Subcontractor's Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum(a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder's Statement Regarding Debarment 9. Bidder's Disclosure of Discipline Record 1 O. Escrow Agreement for Security Deposits -(optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) ENGINEER'S ESTIMATE: All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are ap- proximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $125,000. TIME OF COMPLETION: The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIAL TY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a con- tractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal funds. The following classifications are acceptable for this contract: Class B -General Building ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Electronic (pdf) sets of plans and Contract documents may be obtained via download from the Planet Bids website. All project correspondence will also be posted on the Planet Bids website. It is the responsibility of Bidders to check the website regularly for information updates and RFB clarifica- tions and addenda. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, spec- ifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpreta- tion of any provision in the contract documents will be given by any agent, employee or con-,, •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 7 of 92 Pages tractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on direc- tions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. BIDDER'S INQUIRIES Questions on the bid documents during the bid period shall be submitted in writing, via email, solely to: Eleida Felix Yackel, Senior Contract Administrator eleida.felixyackel@carlsbadca.gov Questions shall be definite and certain and shall reference applicable drawing sheets, notes, details or specification sheets. The cutoff date to submit questions regarding this project is 5 p.m. on September 3, 2018. No ques- tions will be entertained after that date. The answers to questions submitted during the bidding period will be published in an addendum and provided to those bidding on the project by September 6, 2018. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. PREVAILING WAGE TO BE PAID The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcon- tracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any con- tract for public work, unless currently registered and qualified to perform public work pursuant to Sec- tion 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and mak- ing them available for inspection. Contractor shall require all subcontractors to comply with Section 1776 . ,, •+;' Revised 6/12/18 RFB 19-525-TRAN-Contract No. 4736 Page 8 of 92 Pages MANDATORY PRE-BID MEETING A mandatory pre-bid meeting and tour of the project site will be held at 1 p.m. on August 29, 2018 at Fire Station 5, 2540 Orion Way, Carlsbad, CA 92008. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in the Contractor's Proposal (pages 11-16), times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or written in with ink and must be initialed in ink by a person authorized to sign for the Contractor. ADDENDUMS Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional ,, •+; Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 9 of 92 Pages cost of said insurance shall be included in the bid price. The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. · BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2018-150, adopted on the 31 st day of July, 2018. August 17, 2018 Eleida Felix Yackel Date Deputy Clerk l'\ •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 1 O of 92 Pages CITY OF CARLSBAD FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN CONTRACTOR'S p~ Of.g:i~~ITNESSEO AND RECOR;:)20: City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and ad- denda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract No. 4736 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment for the work the total bid value stipulated below in the Schedule comprising the basis of award. Accordingly, the Schedule Items listed below will be made a part of the basis of award and will become the effective schedule of values for monthly progress payments. SCHEDULE "A" Item Description Approximate Unit Price Total Amount No. Quantity (Figures) (Figures) And Unit A-1 Division 1 including Mobiliza- tion, Bonds, Insurance and Submittals Not to $ 10,000.00 $ 10,000.00 Ten Thousand Dollars Exceed $15,000 (Price in Words) A-2 Division 2: Demolition LS $ 10,000.00 $ 10,000.00 Ten Thousand Dollars -,~~ G> (Price in Words) j OOb, o?f·· . A-3 Division 4: Masonry LS $ 1.s20:oo [)JV\ $ 1,soo.00 L p 111 Seven Thousand Dollars / (Unit Price in Words) A-4 Division 6: Wood, Plastics LS $ 25,000.00 $ 25,000.00 and Composites Twen~-five Thousand Dollars ft \1 Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 11 of 92 Pages Item Description Approximate Unit Price Total Amount No. Quantity (Figures) (Figures) And Unit (Price in Words) A-5 Division 7: Thermal & Mois-LS $ 25,000.00 $25,000.00 ture Protection Twen!Y-five Thousand Dollars {Price in Words) A-6 Division 8: Openings ~cl~~ n~!j~ LS $ .i;:-o t>trO $ ...2.o 00f:j' {Unit Price in Words) A-7 Division 9: Finishes LS $ 5,000.00 $ 5000.00 Five Thousand Dollars (Unit Price in Words) A-8 Division 23: Heating, Ventilat-LS $ 8,000.00 $ 8,000.00 ing and Air Conditioning Eight Thousand Dollars {Unit Price in Words) A-9 Division 26: Electrical LS $ 15,000.00 $ 15,000.00 Fifteen Thousand Dollars ~•· (Unit Price in Words) A-10 Commissioning $5,000 $ NA $ 5,000 Five thousand dollars (stipulated Amount) A-11 Punchlist completion $5,000 $ NA $ 5,000 Five thousand dollars (stipulated Amount) A-12 Roof Warranty and $5,000 $ NA $ 5,000 Five thousand dollars {stipulated Amount) ft ~, Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 12 of 92 Pages Total amount of bid in nu ·~~~_jlr...:i..'I~~, tJtJO p""l' Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). __ /,__ _____ has/have been received and is/are included in this proposal. The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number 235465 , classification A B & c10 which expires on 0113112020 , and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be property licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally inter- ested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no repre- sentation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Accompanying this proposal is _Bo_n_d ___________ (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before com- mencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. ,, • ., Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 13 of 92 Pages IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted (2) Signature (given and surname) of proprietor (3) Place of Business N/A (Street and Number) City and State ___________________________ _ (4) Zip Code ________ Telephone No. _____________ _ (5) E-Mail ____________________ _ IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted_N_/_A _______________ _ (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) (3) Place of Business _________________________ _ (Street and Number) City and State __________________________ _ (4) Zip Code ________ Telephone No. ______________ _ (5) E-Mail ____________________ _ ,, •ti Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 14 of 92 Pages IF A CORPORATION, SIGN HERE: (1} Name under which business is conducted GEM Industrial Electric, Inc . . . I }'!--L_'Z~ (2) _ _,_"""""""-~'-F_/"'-<--;o<-----___;;.-_.;_ _______________ _ Sigjature} President (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of_C_a_11_·to_rn_i_a ______ _ (4) Place of Business 16902 Rio Maria Road (Street and Number) City and State _L_a_k_es_id_e..,:.,_C_A _____________________ _ (5) Zip Code _9_2_04_0 _______ Telephone No. _8_5_8-4_86_-_17_5_8 _______ _ (6) E-Mail info@gemindustrialinc.com NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED ft '-I Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 15 of 92 Pages ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California S 0 . County of an iego on September 13, 2018 before me, Victoria Maclachlan, Notary Public (insert name and title of the officer) personally appeared Douglas Maclachlan who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. \ J.'~--t::~· -·. u_~,-~ Signature V~ N\~~ 0--, (Seal) List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: Douglas Maclachlan -President Michelle Maclachlan -Secretary " .., Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 16 of 92 Pages BID SECURITY FORM (Check to Accompany Bid) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RF B 19-525TRAN (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF CARLSBAD, in the sum of ________________________ _ _____________________ dollars($ ______ ), this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of the City provided this proposal shall be accepted by the City through action of its legally constituted contracting authorities and the undersigned shall fail to execute a contract and furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of this check shall also become the property of the City if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise re- quired by law, and notwithstanding the award of the contract to another bidder. BIDDER *Delete the inapplicable word. (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.) ('\ .... Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 17 of 92 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN KNOW ALL PERSONS BY THESE PRESENTS: That we, GEM Industrial Electric, Inc. , as Principal, and The Ohio Casualty Insurance Compa9y as Surety are held and firmly bound unto the City of Carlsbad, Cslifomia, in an amount as follows: (must be at least ten percent (10%) of the bid amount) ten percent of total amount bid for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above- bounden Principal for: FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN In the City of Carlsbad, is accepted by the City Council, and If the Principal shall duly enter into and execute a Contract Including required bonds and Insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Csrlsbad, being duly notified of said award, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event Principal executed this bond as an Individual, it ls agreed that the death of Principal shall not exonerate the Surety from Its obligations under this bond. SIGNED AND SEALED, this ___ 6 __ th ___ day of ______ se...,p __ te..,.m .... be .... r ______ , 20..lL_ GEM Industrial Electric, Inc. (SEAL) The Ohio Casualty Insurance Company (SEAL) (Principal) By: 4,J. b ~ / (Signature) ~ (Su'""1 s;::, By: ..:::S:, r :s? ~ (Signature) Cyndi Beilman, Attorney-in-Fact (Print Name/Title) (Print Namemtle) (SEAL ANO NOTARIAL ACKNOWLEDGEMENT OF SURElY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CELIA A. BREWER City Attomey By:~ oeputyCltyAttorn 0 Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 18 of 92 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA County of San Diego } On September 6, 2018 before me, Pam Davis , Notary Public, --~----~-----------------------Date Insert Name of Notary exactly as it appears on the official seal personally appeared Cyndi Beilman Place Notary Seal Above Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my han~=~ _ Signature ( 7A. <-~,,c) Signature of Notary Public Pam Davis OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another document. Description of Attached Document Title or Type of Document: ------------------------------- Document Date: -------------------Number of Pages: ________ _ Signer(s) Other Than Named Above: _________________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ D Individual D Corporate Officer -Title(s): ________ _ D Partner D Limited D General ~ Attorney in Fact D Trustee D Guardian or Conservator D Other: ______ _ Signer is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: _____________ _ D Individual • Corporate Officer -Title(s): ________ _ D Partner D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: _______ _ Signer is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here THIS.POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 8102053 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY OWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that erty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts. and West American Insurance Company is a corporation duly ,anized under the laws of the State of Indiana (herein collectively called the "Companies"). pursuant to and by authority herein set forth. does hereby name, constitute and appoint. u, Q) s C: ~~ ·-I'll "'C ::I ~ C) lJ Q) -::::1 o-... I'll Q) > +J-+J I'll ~::I ~ "'C c:·-111 +J CD I o. C: I ~' Q) • C) It/ ns a, C) ... tS O.: Ea; .__ 0 I'll _._ "'C >, :.:: lJ I'll C: > Q) _ ... 0 ... z8 Cyndi Beilman; Dana Michaelis; Anne Wright all of the city of La Mesa . state of CA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds. recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of May , _gQ!L. STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY ss The Ohio Casualty Insurance Company Liberty Mutual Insurance Company Wes~merican Insurance Company By: ---'-'-';£~,~~, ✓~· _.,,_;_(,,,h=:;:: ______ _ David M. Carey"Assistant Secretary On this _!Z!!1__ day of May , 2018 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. OF COMMONWEALTH OF PENNSYLVANIA Notmiat Sert! Teresa Pastt"~ila, No!nry Public Upper Menon Twp_, Montgomery County My Commission Exp:res March 28, 2021 ~ ~~ 4,-,_J>'SY\..~~ ,C, ..,'4RY p\}""'-.. Member_ Pcnnsvlvan1,, Assoc1at1on ut Notaries By:~~ Teresa Pastella, Notary Public i Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Irance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV -OFFICERS-Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President. and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII -Execution of Contracts -SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact. as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company. authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- f act as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization -By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I. Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. 43 of 150 LMS_ 12873_022017 I'll "'C Ill Ill Q) C: "iii ::I .0 GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM REFERENCES Prior to preparation of the following "Subcontractor Disclosure Form" Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Own Or- ganization", "Subcontractor'', and "Work". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bid- der's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percent- age of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The ex- planation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777. 7. ,, •;;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 19 of 92 Pages Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. ,, •ti' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 20 of 92 Pages {) ('A DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB 19-525TRAN The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID ITEMS Amount of Subcontractor Name Phone No. DIR Subcontractor's Portion of and and Email Registration License No. and Wort< by Wort< Subcontractor Location of Business Address No. Classification In Dollars* Roofing Roof Construction 760-738-1050 1000001961 647203 $17,975.00 1563 Sterling Court sunny@roofconstruction.com C-39 I Escondido, CA 92029 Roll'bt:i..door ~eyard Doors 6'9.298-9951 100QQD7435 47'i.758 " 360~acific Hiahwav vinvarddoo~doora.com " B C~D28 ....... San Di~CA 92101 '--"-... ' '- Page _1_ of __ 1 _ pages of this Subcontractor Designation form * Pursuant to section 4104 (a)(3)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the ·Notice Inviting Bids." ft Q Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 21 of 92 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN The Bidder is required to state what work of a similar character to that included in the proposed Con- tract he/she has successfully performed and give references, with telephone numbers, which will en- able the City to judge his/her responsibility, experience and skill. An attachment can be used. Date Name and Address Name and Phone No. Amount Contract of the Employer of Person to Type of Work of Completed Contract Contract See Attached ft Q Revised 6/12/18 RFB 19-525-TRAN-Contract No. 4736 Page 22 of 92 Pages GEM Industrial Electric, Inc. List of Projects Performed 2013-Current Palomar College North Education Center -Laboratory Modulars Palomar Community College District 1140 W. Mission Rd., San Marcos, CA. 92069 Daniel Luker, Project Manager -(858) 414-8106 Contract Amount: $1,898,000.00 Scheduled Completion Date: 8/31/18 Hidden Valley Locker Room Escondido Union School District 2310 Aldergrove A venue, Escondido CA. 92029 Sterling Watson, Project Manager -(760) 215-2325 Contract Amount: $3,420,000.00 Scheduled Completion Date: 8/14/18 DROPS Grant-Mission Estancia Encinitas Union School District 101 S. Rancho Santa Fe Road Encinitas, CA. 92024 Gerry Devitt, Director of Facilities (760) 944-4300 x 1183 Contract Amount: $92,500.00 Scheduled Completion Date: 6/1/18 DROPS Grant-La Costa Heights Encinitas Union School District 101 S. Rancho Santa Fe Road, Encinitas, CA. 92024 Gerry Devitt, Director of Facilities (760) 944-4300 x 1183 Contract Amount: $79,000.00 Scheduled Completion Date: 6/1/18 Shade Structure at Quantum Academy Escondido Union School District 2310 Aldergrove A venue, Escondido, CA. 92029 Roy Nakamura, Project Manager (760) 659-0432 Contract Amount: $367,000.00 Scheduled Completion Date: 4/30/18 Olympian High School Relocatable Classrooms Sweetwater Union High School District 1130 Fifth Avenue Chula Vista, CA. 91911 Jenea Quirk, Project Manager (619) 585-4439 Contract Amount: $423,580.00 Scheduled Completion Date: 3/30/18 Stephen Hawking Charter School-Relocatable Classrooms Sweetwater Union High School District 1130 Fifth Avenue Chula Vista, CA. 91911 Trent Carr, Project Manager (619) 407-4973 Contract Amount: $120,000.00 Scheduled Completion Date: 3/30/18 Rev. 9.12.18 GEM Industrial Electric, Inc. List of Projects Performed 2013-Current Accessible Stage Lift at Juniper School Escondido Union School District 2310 Aldergrove A venue Escondido, CA. 92029 Sterling Watson, Project Manager (760) 215-2325 Contract Amount: $48,860.00 Scheduled Completion Date: 3/8/18 Southwest High School Modulars Sweetwater Union High School District 1130 Fifth Avenue, Chula Vista, CA. 91911 Indrani Gonzalez, Planning Specialist (619) 407-4947 Contract Amount: $219,860.00 Scheduled Completion Date: 1/30/17 El Camino Creek ES-Modernization Encinitas Union School District 101 S. Rancho Santa Fe Road, Encinitas, CA. 92024 Gerry Devitt, Director of Facilities (760) 944-4300 x 1183 Contract Amount: $1,992,067 Scheduled Completion Date: 12/31/17 Chula Vista High School-Relocatables Sweetwater Union High School District I I 30 Fifth Avenue, Chula Vista, CA. 9 I 9 I I Trent Carr, Project Manager (619) 407-4973 Contract Amount: $ 180,000 Scheduled Completion Date: 12/30/17 La Costa Heights ES-Modulars Encinitas Union School District 10 I S. Rancho Santa Fe Road, Encinitas, CA. 92024 Gerry Devitt, Director of Facilities (760) 944-4300 x 1183 Contract Amount: $562,976 Scheduled Completion Date: 12/30/1 7 A viara Oaks ES-Restroom Removal and Replacement Carlsbad Unified School District 6225 El Camino Real, Carlsbad, CA. 92009 Kelly Fleming, Director of Construction Management & Facilities (760) 331-5032 Contract Amount: $624,860 Scheduled Completion Date: 12/30/17 Poway-Del Sur ES Relocatables Poway Unified School District 15250 Avenue of Science, San Diego, CA. 92128 Janay Greenlee, Director of Purchasing (858) 748-0010 x2788 Contract Amount: $172,860 Completion Date: 10/31 /l 7 Rev. 9.12.18 GEM Industrial Electric, Inc. List of Projects Performed 2013-Current ECVHS Utilities Grossmont Union High School District 1100 Murray Drive, El Cajon, CA. 92020 Scott Wilkins, Facilities Director (619) 644-8000 Contract Amount: $43,860 Scheduled Completion Date: 11/30/17 Water and Electrical Upgrades at Heise Park County of San Diego 5500 Overland Avenue, San Diego, CA. 92123 Ignacio Estipona, Project Manager ( 85 8) 966-1346 Contract Amount: $1,048,905 Scheduled Completion Date: 11/30/17 Bonsall High School-SPED Bonsall Unified School District 31555 Old River Road, Bonsall, CA. 92003 David Medcalf, Director of Facilities, Maintenance & Transportation (760) 631-5200 x 1014 Contract Amount: $169,860 Scheduled Completion Date: 9/26/17 Vista Magnet Middle School Vista Unified School District 1234 Arcadia Avenue Vista, CA. 92084 Diana Johnson, Purchasing Director: 760-726-2170 x92640 Contract Amount: $189,000.00 Scheduled Completion Date: 111512017 Mission Middle School Demo Escondido Union School District 2310 Aldergrove Avenue Escondido, CA. 92029 Steve Shires, Project Manager(619) 318-3903 Contract Amount: $439,000.00 Project Start Date: 6/14/16 Palomar Temporary Parking Lot Palomar Community College District 1140 W. Mission Road, San Marcos, CA 92069 Dennis Astl, Construction Manager: (760) 744-1150 ext. 2772 Contract Amount: $1,079,680.00 Scheduled Completion Date: 11/20/2016 Entry Modification at Vista Innovation & Design Academy Vista Unified School District 1234 Arcadia Avenue, Vista, CA 92084 Ron Royer, Facilities Coordinator: (760) 726-2170 x92701 Contract Amount: $243,720.00 Scheduled Completion Date: 3/25/2016 Rev. 9.12.18 BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: ef Comprehensive General Liability l!1' Automobile Liability I£(' Workers Compensation ✓ Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. (' ., Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 23 of 92 Pages ACORD" CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) ~ 11/13/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Mary Bednar NAME: Aaron J. Farmer Insurance Agency, Inc. PHONE 858-689-0466 I f ffc Nol: 858-689-04_64 7960 Silverton Ave. #202 ldlt' Nn EY11: E-MAIL mary@farmerinsurance.com San Diego, CA 92126 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# License#: 0884159 The Ohio Casualtv Insurance Comoanv 24074 INSURER A: INSURED INSURER B: Ohio Securitv Insurance Comoanv 24082 GEM Industrial Electric, Inc. INSURER C: TOPA Insurance Comoanv 18031 16902 Rio Maria Rd. INSURER D: State Comoensation Insurance Fund 35076 Lakeside, CA 92040 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-3224161 REVISION NUMBER: 360 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF 1~3TJ%~ LTR TYPE OF INSURANCE ,~en "'"'" POLICY NUMBER IMM/DDIYYYY\ LIMITS A J{_ COMMERCIAL GENERAL LIABILITY y y BK01855820179 11/01/2018 11/01/2019 EACH OCCURRENCE $ 1000000 ~ CLAIMS-MADE ~ OCCUR DAMAGE TO RENTED 100 000 PREMISES fEa occurrence) $ f-----MED EXP (Any one person) $ 5 000 PERSONAL & ADV INJURY $ 1000000 - GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2 000 000 ~ ~PRO-•LOC PRODUCTS -COMP/OP AGG 2 000 000 POLICY JECT $ OTHER: $ B AUTOMOBILE LIABILITY y y BAS1855820179 11/01/2018 11/01/2019 COMBINED SINGLE LIMIT $ 1000000 tEa accident) - __X ANY AUTO BODILY INJURY (Per person) $ OWNED X SCHEDULED __X AUTOS ONLY f-----AUTOS BODILY INJURY (Per accident) $ __X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY {Per accident) f----- $ C UMBRELLA LIAB ~ OCCUR XL00201232-01 11/01/2018 11/01/2019 EACH OCCURRENCE $ 4,000,000 -X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 4,000,000 DED I I RETENTION $ $ D WORKERS COMPENSATION y 9227154-18 03/01/2018 03/01/2019 x I mTUTE 1 I OTH- AND EMPLOYERS' LIABILITY ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE [y] E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L. DISEASE -EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 1,000 000 A Installation Floater BK01855820179 11/01/2018 11/01/2019 Blanket $500 ded 393,316 DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Re: Fire Station 5 Storage Building, Bid #PWS19-525TRAN, Project #4736. The City of Carlsbad is listed as additional insured with respect to the General Liability of the named insured per policy conditions, insurance is primary and Waiver of Subrogation apples. *10 day notice of cancellation applies for non-payment of premium. CERTIFICATE HOLDER City of Carlsbad/CMWD C/0 EXGIS Insurance Compliance P. 0. Box 4668 -ECM #35050 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE L __ .....1N-ew_v_o_r_k,_N_v_10_1_6_3_-4_6_6_8 ________ __L_J..L.M~~-~~--~~~~.,;~~r,,/¥'~!~--_J~MT!!B~ -2015 ACORD CORPORATION. All rights reserved. s of ACORD ACORD 25 (2016/03) The ACORD name and logo are registered Printed by MTB on November 13, 2018 at 12:39PM / ✓ AGENCY CUSTOMER ID: 00000000 ---------------------LOC #: ______ _ ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Aaron J. Farmer Insurance Agency, Inc. GEM Industrial Electric, Inc. POLICY NUMBER N/A CARRIER I NAIC CODE Multiple Carriers EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance It is hereby understood and agreed that the policy to which this Certificate referes may not be cancelled, materially changed, or the amount of coverage thereof reduced until 10 (10) days after receipt of written notice of cancellation or reduction in coverage by the City Clerk of the City of Carlsbad. Coverage under this policy shall be primary and noncontributing with any other insurance available to the City of Carlsbad. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Printed by MTB on November 13, 2018 at 12:39PM COMMERCIAL GENERAL LIABILITY CG 88 10 0413 -= = == = - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY . COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SUBJECT I NON-OWNED AIRCRAFT -=:; NON-OWNED WATERCRAFT == !!!!!!!!!!!!!!! lil _ PROPERTY DAMAGE LIABILITY -ELEVATORS ~ !!!!!!!!!!!!!!! 8 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) N N MEDICAL PAYMENTS EXTENSION EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT PRIMARY AND NON-CONTRIBUTORY-ADDITIONAL INSURED EXTENSION ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO 15 AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT LIBERALIZATION CLAUSE BODILY INJURY REDEFINED EXTENDED PROPERTY DAMAGE WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2 2 2 2 3 3 3 5 6 6 7 7 7 7 7 8 8 Page 1 of 8 N N 15 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I -Coverage A -Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY· ELEVATORS 1. Under Paragraph 2. Exclusions of Section I -Coverage A -Bodily Injury And Property Damage Liabil- ity, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV -Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section 1-Coverage A• Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section Ill -Limits of Insurance. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 8 -!!!!!!!!!!!!!!! N N 15 E. b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section Ill -Limits Of Insurance. 2. Paragraph 6. under Section Ill -Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with perm1ss1on of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys- tems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) -Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I -Coverage C -Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B 1. Under Supplementary Payments -Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section II -Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 8 N N 0 b. Premises or facilities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Condi- tions. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 8 N N 0 -!!!!!!!!!!!!!!! 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A -Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or "property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section Ill -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. © 2013 Liberty Mutual Insurance CG 88 10 0413 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 8 N N 0 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section Ill -Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/ MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury" or "personal and advertising injury": (a) . To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" while in the course of his or her employ- ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or {b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing profes- sional health care personnel to others, or if coverage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph {d)) does not apply. Paragraphs (a) and {b) above do not apply to "bodily injury" or "personal and advertising injury" caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned by you, includes the direct supervision of other "employ- ees" of yours. However, none of these "employees" are insureds for "bodily injury" or "personal and © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 8 0 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES L. Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV -Commercial General Liability Conditions, the following is added to Condition 6. Repre- sentations: Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV -Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or "suit" by an agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II -Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. 0. BODILY INJURY REDEFINED Under Section V -Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 8 N N 0 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US -WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV -Commercial General Liability Conditions, the following is added to Condition 8. Trans- fer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 8 COMMERCIAL AUTO GOLD ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modiftes Insurance provided under the following: BUSINESS AUTO COVERAGE FORM SECTION II• LIABILITY COVERAGE A.COVERAGE 1. WHO IS AN INSURED The following is added: d. Any organization, other than a partnership or joint venture, over which you maintain ownership or a majority interest on the effective date of this Coverage Fenn, If there Is no similar lnsuranoe avallable to that organization. e. Any organization you newly acquire or fonn other than a partnership or joint venture, and over which you maintain ownership of a majority interest. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; or (2) To "bodily injury" or •property damage• that occurred before you acquired or fonned the 0llJ8nization. f. Any volunteer or employee of yours while using a covered •auto" you do not own, hire or borrow In your business or your personal affairs. Insurance provided by this endorsement Is excess over any other insurance available to any volunteer or employee. g. Any person, organization, trustee, estate or governmental entity with respect to the operation, maintenance or use of a covered •auto• by an insured, if: GECA 701 (01/07) (1) You are obligated to add that person, organization, trustee, estate or governmental entity as an additional Insured to this policy by: (a) an expressed provision of an "Insured contract", or written agreement; or (b) an expressed condition of a written permit issued to you by a governmental or public authority. (2) The nbodHy injury" or "property damagen is caused by an "accident" which takes place after: (a) You executed the "insured contract" or written agreement; or (b) the pennit has been issued to you. Inc:l11des copyrlgbted material orwaranc:e Services Offices, Iue. with Its pennlsslon Paael or 4 2. COVERAGE EXTENSIONS a. Supplementary Payments. Subparagraphs (2) and (4) are amended as foHows: (2) Up to $2500 for cost of bail bonds Qncluding bonds for related traffic law violations) required because of an •accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the •insured" at our request, Including actual loss of earning up to $500 a day because of time off from work. SECTION Ill • PHYSICAL DAMAGE COVERAGE A COVERAGE The following is added: 5. Hired Auto Physical Damage a. Any "auto" you lease, hire, rent or borrow from someone other than your employees or partners or members of their household is a covered •auto• for each of your physical damage coverages. b. The most we will pay for "loss· In any one "accident" Is the smaRest of: (1) $50,000 (2) The actual cash value of the damaged or stolen property as of the time of the ioss•; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality. If you are riable for the "accident", we wDI also pay up to $500 per •accident" for the actual loss of use to the owner of the covered •auto•. c. Our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by an amount that Is equal to the amount of the largest deductible shown for any owned •auto• for that coverage. However, any Comprehensive Coverage deductible shown in the Declarations does not apply to 1oss" caused by fire or lightning. d. For this coverage, the insurance provided is primary for any covered •auto• you hire without a driver and excess over any other collectible insurance for any covered •auto• that you hire with a driver. 6. Rental Reimbursement Coverage We will pay up to $75 per day for up to 30 days, for rental reimbursement expenses incurred by you for the rental of an •auto" because of •toss• to a covered "auto•. Rental Reimbur..ement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for a period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your materials and equipment from the covered •auto". CECA 701 (01/07) Incl11des copyrighted material of IasllJ'llnce Services Offices, Inc. with Its permission Pagelof 4 If "loss• results from the total theft of a covered "auto• of the private passenger type, we wiD pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under paragraph 4. Coverage Extension. 7. Lease Gap Coverage If a long-term leased •auto• ls a covered •auto" and the lessor is named as an Additional Insured - Lessor, In the event of a total loss, we will pay your additional legal obligation to the lessor for any difference between the actual cash value of the •auto• at the time of the loss and the •outstanding balance• of the lease. •eutstandlng balance• means the amount you owe on the lease at the time of loss less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; adcfrtlonal mileage charges; excess wear and tear charges; and lease termination fees. B. EXCLUSIONS The following Is added to Paragraph 3 The exclusion for "loss• caused by or resulting from mechanical or electrical breakdown does not apply to the accidental discharge of an airbag. Paragraph 4 is replaced with the following: 4. We wiO not pay for "loss" to any of the following: a. Tapes, records, disks or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Equipment designed or used for the detection or location of radar. c. Any electronic equipment that receives or transmits audio, visual or data signals. Exclusion 4.c does not apply to: (1) Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, If the equipment is permanently installed in the covered •auto• at the time of the •1oss• and such equipment Is designed to be solely operated by use of the power from the •auto's• electrical system, in or upon the covered "auto": or (2) Any other electronic equipment that is: (a) Necessary for the normal operation of the covered ·auto· or the monitoring of the covered '"auto's"operating system; or (b) An integral part of the same unit housing any sound reproducing equipment described in (1) above and permanently installed in the opening of the dash or console of the covered "auto• normally used by the manufacturer for Installation of a radio. D. DEDUCTIBLE The following is added: No deductible applies to glass damage if the glass Is repaired rather than replaced. GECA 701 (01/G7) Includes copyrighted material of lll1111rante Servlres Offices, Inc. with Its permission Pap3of 4 SECTION IV. BUSINESS AUTO CONDmONS A. LOSS CONDITIONS Item 2.a. and b. are replaced with: 2. Duties In The Event of Accident, Claim, Sult. or Loss a. You must promptly notify us. Y9Uf' duty1o promptly notify us is effective when any of your executive officers, partners, members, or legal representatives is aware of the accident, claim, ·suir, or loss. Knowledge of an accident, claim, "suit", or loss, by other employee{s) does not Imply you also have such knowledge. b. To the extent possible, notice to us should include: (1) How, when and where the accident or loss took place; (2) The names and addresses of any injured persons and witnesses: and (3) The nature and location of any injury or damage arising out of the accident or loss. The following Is added to 5. We waive any right of recovery we may have against any additional insured under Coverage A. 1. Who Is An Insured g., but only as respects loss arising out cf the operation, maintenance or use of a covered •auto• pursuant to the provisions of the -insured contract", written agreement, or permit. B. GENERAL CONDmONS 9. isadded 9. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Your unintentional failure to disclose any hazards existing at the effective date of your policy will not prejudice the coverage afforded. However, we have the right to collect additional premium for any such hazard. COMMON POLICY CONDITIONS 2.b. is replaced by the following: b. 60 days before the effective date of cancellation ifwe cancel for any other reason. GECA 701 (01/07) Includes copyrlabced material of lnsuranee Services Offices, Ine. with Its pennlsllon Page,of, -STATE-l!NDOkSEMEIIT AGREEMENT WAl'VBR 0, _Nft''l'lOII BROKER COPY . . . , . I "• • FUND I Lia-. l HOME OPFICE 8AN FRANCISCO DTBC'IIVB MlltC8 1, 2018 AT 12.01 A.II. ALLIIPFl!CTM DAT&SARE AIID Dl'IRIBG JIUCB l, 2019 U 12,01 A,11, AT 12:11 All PACIFIC STANDARD TIM& OR TH& TIMI INDICATED AT PACIFIC STANDARD TIME GIDI 111DVSftlAL BLBCTRIC, IIIC. 16902 RIO IIAlllA RD LADSIDB, CA 920,0 11B RAVE 'DIE RIGBT to ucovn OUR PAYKEITS DOK MYCJD LIABLE POJl All IRJ'IDlY C09IUD BY THIS POLICY• 111 WIU NOT DF0aCB OUI llGIT .AGADST '!'BB PBRSOI 01 OllGAIIZAnOlf 1W11D IR tBB SCRIDULB. TIIIS AGRBIJIBlff APPLIES ORLY TO TBB UTINT 'rBAT !OU PBRPOIK WU OJIDlll A lllltTBII cmmw:T TBA? ILBQUlUS YOU TO OITAD TBI8 AGIIBltBIIT PROM US. THE ADDITIOJW. PlENI1II FOi '11118 BNDORSBDNT SHALL BB 2.001 OP TRI 1'0TAL POLICY 1'Ula1JH, na&otl oa ORGAKIUTIOII ANY PERSON OR ORGAJIIZATIOJf POI WJIOK ?JIB lWtED JIISUIID BAS AGUBD BY NaITTBll CORTI.ACT TO PDRRISB ms W'III JOB DBSCIIPTIOII BLAIIDT 'NAIVD OP SDBIOGATIOlf RBP 04 9227156-18 .. D 1-,1-11-91 PAGI 1 or NOTHING IN THIS 1iND011SEMENT' CDNT'AJNED 8HAI.L 8& ltaD TO VAJtt, ALTER. WAIVI OR EXTIIND All'f OP THI! TERMS, CONDfflON8, AGREEMENTS, OR I.IMITATIONS OP THIS POLICY OTHER THAN Al STATED. N01HINB &.nWHERI 1111 THIS POLICY SHALL Ill HELD TO VAR't, ALTER, WAIVE OR UMn" THE TERMS, CONDITIONS, AG!JII 19ff8 OR UMIT'ATIONB OP THIS liNDOl18al•C;, APRIL 9r 2018 ~ Ji..:___, PReSIDIWT /IND CEO 2572 OI.O OP 117 l BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: • Comprehensive General Liability D Automobile Liability • Workers Compensation • Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. ,, •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 23 of 92 Pages BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN 1 ) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? X yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debar- ment(s)? Attach additional copies of this page to accommodate more than two debarments. NIA party debarred agency period of debarment BY CONTRACTOR: GEM Industrial Electric. lac. (name of Contractor) By:-C[)#!/2 ~'--- gn here) Douglas Maclachlan / President (print name/title) N/A party debarred agency period of debarment Page _1_ of _1_ pages of this Re Debarment form ,, .., Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 24 of 92 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 1 0 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? yes NIA no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their con- tractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed? N/A yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefore. N/A (If needed attach additional sheets to provide full disclosure.) Page _1_ of _1_ pages of this Disclosure of Discipline form ft "' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 25 of 92 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) {To Accompany Proposal} FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB 19-525TRAN 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition {if any} upon which the disciplinary action was stayed. NIA {If needed attach additional sheets to provide full disclosure.} BY CONTRACTOR: GEM Industrial Electric, Inc. ~Contractor) By: ~f: /\._ £A.____ (signhere) Douglas Maclachlan / President {print name/title) Page _j__ of _j__ pages of this Disclosure of Discipline form (} Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 26 of 92 Pages NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN The undersigned declares: I am the presjdent of GEM Industrial Electric, inc., the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged infor- mation or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on September 13th , 20...ia_ at Lakeside [city], CA [state] . . ..._ '-1 Revised 6/12/18 RF819-525-TRAN-Contract No. 4736 Page 27 of 92 Pages CONTRACT PUBLIC WORKS Thisagreementismadethis l2,-,-\A,, dayof De.<,:.z,\JV\b-€.,'C ,2018,by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and GEM Industrial Electrical.Inc., whose principal place of business is 16902 Ria Maria Raad I akeside CA 92040 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equip- ment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Tech- nical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indi- cated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. ,, •+;' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 28 of 92 Pages 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any infor- mation that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time re- quired for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to Cali- fornia Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying pay- roll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. ,, •ff Revised 6/12/18 RFB 19-525-TRAN-Contract No. 4736 Page 29 of 92 Pages 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connec- tion with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Con- tractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in City Council Policy# 70. (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability (CGL) Insurance: Insurance written on an "occurrence" basis, including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required oc- currence limit. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as re- spects: liability arising out of activities performed by or on behalf of the Contractor; products and com- pleted operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate doc- uments attached to the certificate of insurance; one for each company affording general liability, and employers' liability coverage. {'\ •+' Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 30 of 92 Pages b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, em- ployees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles And Self-Insured Retention (S.1.R.) Levels. Any deductibles or self-insured reten- tion levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of in- surance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy# 70. (H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. {'\ •+; Revised 6/12/18 RFB 19-525-TRAN-Contract No. 4736 Page 31 of 92 Pages (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (8) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by an- other jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. I have read and understand all provisions of Section 11 above. (2 ;"'Y\ init /12111_ init 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation estab- lished by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. ,, •;;' Revised 6/12/18 Contract No. 4736 Page 32. of 9:Z Pages 15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and in- cluded herein, and if, through mistake or otherwise, any such provision is not inserted, or is not cor- rectly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "Gen- eral Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR: ~e-m :i:-ndus+i..tJ 8-eefR..1t!. J:viC!.., (name of Contractor) 0 ~fa A..~ d y Manager ~ (sign here) A(1JT: / \ l)o~lu.S YYJuc,u.u!J,tle.Y\1Pr6dw ~-~, Ydt 1U I~ • (print name and title) ~ f3ar6ara Englesof(, City Clerk s{/)k,JpM 111~~~ (sign here) fJ1, the/le [YJ,Je,U<.,e.Ji/4.n, Se.e-~1 (print name and title) President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: CELIA A BREWER City Attorney l'\ •,;' Revised 6/12/18 Contract No. 4736 Page 33 of li1. Pages CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California Countyof 5an bi~o personally appeared Do93 \ oS M:ac13(,})\an who proved to me on the basis of satisfactory evidence to be the person(g-) whose name'8) is/-ai'e-8ubscribed to the within instrument and acknowledged to me that he/she/th@¥ executed the same in his/h:erfthci1 authorized capacity(ies ), and that by his/herJtheir signature(,') on the instrument the person~), or the entity upon behalf of which the person(1) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 1we a o e aeo o e e~-":::~:.,.,.J WITNESS my hand and official seal. Signature of Notary Public (Notary Seal) ~a VICTORIA MACLA'.:, ,""'' · :j • Notary Public -Califor~,a '-i .; San Diego County ~ l Commission# 2159347 ::; o o o o o oMJ Z0!"T·J>'f iLet Jgl 2· 3°Ji ( ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE A TT ACHED DOCUMENT (Title or description of attached document) (Title or description of attached document continued) Number of Pages ...{Q_ Document Date ____ _ (Additional information) CAPACITY CLAIMED BY THE SIGNER D Individual (s) gj Corporate Officer ¥<es, d. en-\- (Title) D Partner(s) D Attorney-in-Fact D Trustee(s) D Other --------------- 2008 Version CAPA vl2.I0.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document carefal(v for proper notarial wording and attach this form if req11ired. • State and County information must be the State and County where the document signcr(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. lte/she/dtey, is lfllff) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title {i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ---'5_a~n------D~'~e~5--t-D~-- On Oe.;\c:>rer: 9, 20 \8 before me, _\/....,___,_,i c"'--'\-=o_,_Y_,_\ a~M..............,a~cla~C.-C'-'--h~\a'-"-,L--o~.r-------'-~~\~o~-\ a~r_\,_1 ~P~u~o~~~\~(.,__. ' (Here insert name and title oftbe officer) t personally appeared _ _._M___.___._,icb~ ..... e ....... l\+"'e_,_, _M.:..........:..a .... c ...... .t ___ 2...,_C-""'-H~~8"""-0"----+--------------- who proved to me on the basis of satisfactory evidence to be the person(.{) whose name(S, is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity~), and that by ftis/her/their signature(/) on the instrument the person(/), or the entity upon behalf of which the person(,') acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public (Notary Seal) a VICTORIA MACLACHLAN i M Notary Public -California San Diego County Commission# 2159347 Comm. Expires Jul 8, 2020 ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Con--\-, ac+ (Title or description of attached document) YDb\,c... "Ncr,¥"S (Title or description of attached document continued) Number of Pages G::, Document Date ____ _ (Additional information) CAPACITY CLAIMED BY THE SIGNER • Individual (s) ~ Corporate Officer .secre\-a'<'1 (Title) 7 • Partner(s) • Attorney-in-Fact • Trustee(s) • Other --------------- 2008 Version CAPA vi 2.10.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/~ is/-) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible . Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document lsaued in Duplialte Bond No.: 024235945 LABOR AND MATERIALS BONDPremium: Included in Performance Bond WHEREAS, the City of Carlsbad, State of California, on October 4, 2018 has administratively awarded to GEM Industrial Electrical, Inc., 16902 Rio Maria Road, Lakeside, CA 92040 (hereinafter designated as the "Principal"), a Contract for: FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the perfor- mance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, GEM Industrial Electrical, Inc. , as Principal, (hereinafter designated as the "Contractor''), and The Ohio Casualty Insurance Company as Surety, are held firmly bound unto the City of Carlsbad in the sum of ONE HUNDRED FORTY THOUSAND Dollars {$140,000.00), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, suc- cessors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with California Civil Code section 9100, or for amounts due under the Unemployment In- surance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unem- ployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. ,, .,,. Revised 6/12/18 Contract No. 4736 Page 3'i of 9.1. Pages [i 0 -· = I ~ :, ~ I» ... --§ r !1~ ::i. 8 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this __ 9_.__ day of __ O_.c. .... -lo .......... \:>e-=---<-------' 20-1f?_. CONTRACTOR: GEM Industrial Electrical, Inc. (n~) By: M....._~ (sign here) Executed by SURETY this __ 8t_h ___ day of __ O_c_to_b_e_r _______ , 20..!..§__. SURETY: The Ohio Casualty Insurance Company (name of Surety) 790 The City Drive South, Ste. 200, Orange, CA 92868 (address of Surety) I)ou~lc,,:S ~\u 0 _8_58_-2_5_5-_39_8_8 ________ _ (l)'rint name here) ~telepc:~ number of Surety) P£i'$ltita.vdcl-bEM Tud4,S-\:gtcJrij~e~~~By: c :..2s_ 0 (title andorganization of signatory) 1 (signature of Attorney-in-Fact) sy:LW Y2M.Q.& Vv1 ~ ,l/,w~ (sign here) (print name here) ~'(~~fJYI nt4UfilRI ,..06JgGW_!C, IW--e,_. (title and~ization of signatory) Cyndi Beilman, Attorney-in-Fact (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attorney) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice.-president and secretary or assistant secretary must sign for corporations. If only one officer signs. the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seai empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA A. BREWER ::zy Attorney 41Q, i ~ Depuy ciyAttney ,., •ff Revised 6/12/18 Contract No. 4736 Page 3fi of 91. Pages ' I CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA County of San Diego } On October 8, 2018 before me, Dana L. Michaelis -----D-at-e --'------Insert Name of Notary exactly as it appears on the official seal , Notary Public, personally appeared _C_y<....n_d_i_B_e_i_lm_a_n ____________ ~___, ______________ _ Name(s) of Signer(s) Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(:s) whose name(s) is/a~ subscribed to the within instrument and acknowledged to me that liile/she/~ executed the same in hts/her/tl'lu authorized capacity(iesq, and that by bli6/her/tt:rei.r signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s:) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my ~ and official seal. • _ , Signature I CU,,'\.A_. 'ii+., m (.: ~. Signature of Notary PublicDana L. Michaelis OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another document. Description of Attached Document Title or Type of Document: --------------------------------- Document Date: --------------------Number of Pages: ________ _ Signer(s) Other Than Named Above: ___________________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ D Individual D Corporate Officer -Title(s): ________ _ D Partner D Limited D General ~ Attorney in Fact D Trustee D Guardian or Conservator D Other: _______ _ Signer is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: D Individual D Corporate Officer -Title(s): ________ _ D Partner D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: ______ _ Signer is Representing: I RIGHT THUMBPRINT OF SIGNER Top of thumb here Ill 4) .!!l s:: ... ~ ·-ns "O ::, ~ C) (.) 4) -::, o-,_ ns 4) > =-4) ns -2 Cl) 0 .... 4) o .... s:: ns -.. 4) .... C,111 ns a, C) ... t:.!!l 0 .!: E -.. .$ o ns _.._ "O >-== (.) ns c: > 4) ...... 0 ... z~ THIS 'POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. iThis Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 8102084 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint. Cyndi Beilman; Dana Michaelis; Anne Wright all of the city of La Mesa , state of CA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds. recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of May , ~- STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY ss The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West American Insurance Company I By: --"J_,+-2..,,,.='-:/""-·--'-";-'--'[-,,1.,....-~"'-. ________ _ David M. Care , Assistant Secretary On this _!I!!:!_ day of May , 2018. before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. COMMONWEALTH OF PENNSYLVANIA . ·~· ----·-···--···- Notarial Seal Teresa Pasteila, Notary Public : Upper Menon Twr , Montgomery County ' My Commission Expires March 28, 2021 Member. Pcnnsylv<:1nia Association Gf Notanes By: t:u~ ~ Teresa Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV -OFFICERS-Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds. recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII -Execution of Contracts -SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact. as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- tact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization -By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney execl!ted by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF. I have hereunto set my hand and affixed the seals of said Companies this 8th day of ___ O_c_t_o-,b..,e....-ir1--------, 20JJL_. 74 of 150 LMS 12873 022017 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of _S~o~D~D-·~,e-~=+-=O __ _ personally appeared _Q__,..c.__U=f.)~\-b~U.,OJ--...... \V)__.__.a..o..;cl.2-,_,_c .... b-'--'-"\-Wa'-'-a-1-------------- who proved to me on the basis of satisfactory evidence to be the person~) whose name~ is/ttre subscribed to the within instrument and acknowledged to me that he/shefthey executed the same in hisAter+their authorized capacityEtes), and that by his/her/-th:eir signatureVJ5 on the instrument the person~, or the entity upon behalf of which the person'85 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. l \~ r0r2~ke}h~ Signature of Notary Public (Notary Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Labc:< and V\a\e.(·,a\s BDDO (Title or description of attached document) (Title or description of attached document continued) Number of Pages _1__ Document Date \0\4 \1.0\ (Additional infom1ation) CAPACITY CLAIMED BY THE SIGNER • B1 Individual (s) Corporat«i Officer ff e6\oe..n \-- (Title) • Partner(s) • Attorney-in-Fact 0 Trustee(s) • Other ---------------- 2008 Version CAPA vl2.I0.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactZv as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is !f a document is to be recorded outside of California. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document careful(v for proper notarial wording and attach this form if required. • State and County infom1ation must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural fom1s by crossing off incorrect fom1s (i.e. h&/she/lffe;';-is /&Fe) or circling the correct fom1s. Failure to correctly indicate this infom13tion may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area pem1its, otherwise complete a different acknowledgment fom1. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ~b~'a ...... G~~D~,~-e ..... ,-5-0~- On Oc,.:\:o'oex 912.D\8 before me,-"~' C;"-'-\-"'o<--'-(_._\'.c3....,.___\1_...ala,L· _._C ..... L~au...c_h ...... \ ...... a_,_Q ________ _ (Here insert name and title of the officer) personally appeared ~'.hcb:e,\\e,, M"Qcl'.acb\a a who proved to me on the basis of satisfactory evidence to be the personC.S, whose nameC.S, is/-at"e-subscribed to the within instrument and acknowledged to me that-he/she/4ltey executed the same in ms/her/their-authorized capacity~), and that by ms/her/~ signature'8? on the instrument the person'81, or the entity upon behalf of which the person{$1 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ofNo~lic (Notary Seal) a VICTORIA MACLACHLAN ... } Notary Public -California t i San Diego County ~ i Commission# 2159347 ~ • • • • • • MJ zo!"zi·JiiLeV21 !· JOJOJ ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE A TT ACHED DOCUMENT (Title or description of attached document) (Title or description of attached document continued) Number of Pages i_ Document Date lC)\4\2()\B (Additional information) CAPACITY CLAIMED BY THE SIGNER • Individual (s) ~ Corporate Officer sec;(e~a'(~ (Title) D Partner(s) • Attorney-in-Fact • Trustee(s) D Other --------------- 2008 Version CAPA vi 2.10.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and al/ached to that document. The only exception is !f a document is to he recorded outside of California. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary lo do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document careful(v for proper notarial wording and a//ach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/~ is,_) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document · Jssued in Duplicate Bond No.: 024235945 Premium: $2,480.00 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City of Carlsbad, State of California, on October 4, 2018 has administratively awarded to GEM Industrial Electrical, Inc., 16902 Rio Maria Road, Lakeside, CA 92040 (hereinafter designated as the "Principal"), a Contract for: FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE, GEM Industrial Electrical. Inc. , as Principal, (hereinafter designated as the "Contractor"), and The Ohio Casualty Insurance Company as Surety ______ ;_ ___ ___;;_;_ _________________ , I are held and firmly bound unto the City of Carlsbad, in the sum of ONE HUNDRED FORTY THOUSAND Dollars ($140,000.00), said sum being equal to one hundred percent (100%) of the esti- mated amount of the Contract, to be paid to City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administra- tors, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alter- ation thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, in- curred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. {\ •;;' Revised 6/12/18 Contract No. 4736 Page :¾, of 9:Z.Pages In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this _'1 __ _ day of ~-lo'?£::{ , 20~ CONTRACTOR: GEM Industrial Electrical, Inc. (name of Contractor) (print name here) Executed by SURETY this _8t_h ___ day of October 20 18 --------------' -- SURETY: The Ohio Casualty Insurance Company (name of Surety) 790 The City Drive South. Ste. 200, Orange, CA 92868 (address of Surety) 858-255-3988 (telephone number of Surety) 0 .. l_ I \ s ~Q L:-? ,J e ~ CA~ d-f,.tM E)cltwtQ.to..0 );Jedf e,liAe.By:'---<' ~ ? (Title and Organization of Signatory) (signature of Attorney-in-Fact) : /U 1 . _ :1 • ll 1? I I ,1 ~ /I By: __ /; //( ~ {_{2_£_,(__ Cyndi Beilman, Attorney-in-Fact (sign here) (printed name of Attorney-in-Fact) (print name here) (Attach corporate resolution showing current power of attorney.) 0U>fe¼ryr#=J E: M .'.n't cluStt.l4..C A~e. ~ ~ (Title and Organization of signatory) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant sec- retary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA A. BREWER City Attorney By: l' •+' Revised 6/12/18 Contract No. 4736 Page 31 of 9:l.Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA County of San Diego } On October 8, 2018 before me, Dana L. Michaelis , Notary Public, -------D-at-e -----Insert Name of Notary exactly as it appears on the official seal personally appeared Cyndi Beilman -~--------------:-:-Na_m_e..,...(s.,....) o--,-f-:;,S,-ign-e--,r(...,.s) ______________ _ Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/a~ subscribed to the within instrument and acknowledged to me that Re/she/~ executed the same in hts/her/thew authorized capacity(iesq, and that by llti6/her/thei.r signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s.) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hod official se,al. . Signature vi , ~ I~ /rLtc~ Signature of Notary Public Dana L. Michaelis OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another document Description of Attached Document Title or Type of Document: --------------------------------- Document Date: ___________________ _ Number of Pages: ________ _ Signer(s) Other Than Named Above: __________________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ D Individual D Corporate Officer -Title(s): ________ _ D Partner D Limited D General ~ Attorney in Fact D Trustee D Guardian or Conservator D Other: ______ _ Signer is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: D Individual D Corporate Officer -Title(s): ________ _ D Partner D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: ______ _ Signer is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here ui (I) .s C: ,..; e ·-ns -0 :, ~ C> (.) Q) -:, o-... ns Q) > --.... ns Q) :, --:. "'C Q)o .... Q) o .... c: ns -... Q) .... C> 1/) ns a, C> ... t:.S o.!: E -... .s o ns _._ -0 >, :.:u ns c: > Q) ....... 0 ... zB THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. T.his Power bf Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. • Certificate No. 8102087 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint. Cyndi Beilman; Dana Michaelis; Anne Wright all of the city of La Mesa , state of CA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds. recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of May . ~- STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY ss The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West American Insurance Company By: -=,LL---~=✓-'-'"1 ---,.-'-:(_/4._:..:;,"'-? ------- David M. Carey:'Assistant Secretary On this ...!Z!!:!_ day of May , 2018 . before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company. and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. By:fiu~ ~ COMMONWEALTH OF PENNSYLVANIA Notm1al Sea! , Teresa Paster!a, Notary Public ' Upper Merion Twp,, Montgomery County Teresa Pastella, Notary Public ! My Commission Expires March 28, 2021 MerntJer. P8nnsytvania Association t1f Notaries This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV -OFFICERS -Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds. recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII -Execution of Contracts -SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact. as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- f act as may be necessary to act on behalf of the Company to make, execute. seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization -By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF. I have hereunto set my hand and affixed the seals of said Companies this 8th 77 of 150 LMS_ 12873_022017 nl -0 1/) 1/) Q) C: 1/) :, .0 C: ns C: -o ns 1-u Cl) ~w EE 0 :t: C <(c-, 'o~ ... -0 Q) C: S:: ns OE a. nl .!!!c J:C .... .. _en 0 C: z-~ =o~ = Q) ~.c a,C .c:.., ,...N eO? -=~ 'Ea;> 00 u..-oC9 ........ CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California On QC,\ o'oe( C\ ~ 2 C>\e, before me, -"'-"-'1 ...... ct..,,,O"--'-'\--'-\ a __ _._:M ...... a"-""'c ...... Lc.,.,&a ..... ch.._._,_,.\a........,oL...L..½----'l''---'l-=o_,_,\-a __ ( ....... '1_Pi.._u'""'-=b-~ '--=C'---_ (Here insert name and title o1the officer) I personally appeared _~O_D_~_\_-a~s~M~:a ..... c.;=la~~~~-a_n~------------ who proved to me on the basis of satisfactory evidence to be the person~ whose name'8) is/ftfe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/h:erttheir authorized capacity~, and that by his/heflth:eir signature(..81 on the instrument the person(.i), or the entity upon behalf of which the person(,gj acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public (Notary Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) w-a'(x--a~ Bc>r<l. (Title or descripti n of attached document continued) Number of Pages __1__ Document Date \0\4\'Zo\1a (Additional information) CAPACITY CLAIMED BY THE SIGNER • Individual (s) 8 Corporate Officer Pfes\c\eot (Title) • Partner(s) D Attorney-in-Fact • Trustee(s) • Other --------------- 2008 Version CAPA vl2.10.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is !f a document is to be recorded outside of Ca[!fornia. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the nota,y to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document carefal(v for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer( s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/~ is !&HJ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document I CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California Countyof Sao Di~D personally appeared _t(\_._____._\,_,,().._X'\---'-f"""'J'-'--\\......,e..___.__:t{\_,_· ..... 8=Gc....:=L8~Cb'--'-"\a_..,,· =-f)....___._ ___________ _ who proved to me on the basis of satisfactory evidence to be the person'8) whose name~ is/tH'e subscribed to the within instrument and acknowledged to me that he/she/ffte;' executed the same in ~/her/-tncir authorized capacity(j,es), and that by-lm/her/tftetr signatureW on the instrument the personk5'), or the entity upon behalf of which the person'8) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public (Notary Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE A TT ACHED DOCUMENT Number of Pages _:l_ Document Date \C)\4,\1() (Additional information) CAPACITY CLAIMED BY THE SIGNER • Individual (s) 81 Corporate Officer s~c i<:e.:\: ax "! (Title) I • Partner(s) • Attorney-in-Fact D Trustee(s) D Other --------------- 2008 Version CAPA vl2.I0.07 800-873-9865 www.NotaryClasses.com INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is !f a document is to be recorded outside of Cal/fornia. In such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document careful(v for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. l!e/she/liley;-is l&Fe) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and whose address is ----------------------------hereinafter called ----------------------------- 11 Contractor" and whose address is ---------------------- hereinafter -------------------------------called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings re- quired to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN in the amount of ____________ dated ______ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account ,, • ., Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 38 of 92 Pages only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: For Contractor: For Escrow Agent: Title FINANCE DIRECTOR Name _________________ _ Signature _______________ _ Address 1635 Faraday Avenue, Carlsbad, CA 92008 Title Name ------------------ Signature---------------- Address ________________ _ Title Name _________________ _ Signature _______________ _ Address ----------------- At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. ,, •+; Revised 6/12/18 RFB19-525-TRAN-Contract No. 4736 Page 39 of 92 Pages IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: For Contractor: For Escrow Agent: ,, •+' Revised 6/12/18 Title MAYOR Name _________________ _ Signature _______________ _ Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 Title Name ------------------ Signature _______________ _ Address ----------------- Title ----------------- Name _______________ _ Signature ______________ _ Address ______________ _ RFB19-525-TRAN-Contract No. 4736 Page 40 of 92 Pages GENERAL PROVISIONS FOR FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 RFB19-525TRAN CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 --TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS -Unless otherwise stated, the words directed, required, permitted, ordered, in- structed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "sched- uled", or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word "required" and words of similar import shall be un- derstood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated otherwise. 1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer", unless otherwise stated. Where the words "ap- proved", "approval", "acceptance", or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its ex- pense, shall perform all operations, labor, tools and equipment, and further, including the furnish- ing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 Definitions. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. ('\ .... Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 41 of 92 Addendum -Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bul- letins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency -The City of Carlsbad, California. Agreement -See Contract. Assessment Act Contract - A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Base - A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid -The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder -Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board -The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad. Bond -Bid, performance, and payment bond or other instrument of security. City Council -the City Council of the City of Carlsbad. City Manager -the City Manager of the City of Carlsbad or his/her approved representative. Cash Contract - A Contract financed by means other than special assessments. Change Order - A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code -The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager-the Project Inspector's immediate supervisor and first level of appeal for informal dispute resolution. Contract -The written agreement between the Agency and the Contractor covering the Work. ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 42 of 92 Contract Documents -Including but not limited to; the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documen- tation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits from other agencies, the Technical Specifications, the Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor-The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term "prime contrac- tor" shall mean Contractor. Contract Price -The total amount of money for which the Contract is awarded. Contract Unit Price -The amount stated in the Bid for a single unit of an item of work. County Sealer -The Sealer of Weights and Measures of the county in which the Contract is let. Days -Days shall mean consecutive calendar's days unless otherwise specified. Deputy City Engineer, Construction Management & Inspection -The Construction Manager's immediate supervisor and second level of appeal for informal dispute resolution. Dispute Board -Persons designated by the City Manager of the City of Carlsbad, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad is the last appeal level for informal dispute resolution. Engineer -The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Minor Bid Item -A single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Modification -Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Notice of Award -The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed -A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization -When used in Section 2-3.1 -Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Fur- ther, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1. ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 43 of 92 Person -Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans -The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract -Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector -The Engineer's designated representative for inspection, contract admin- istration and first level for informal dispute resolution. Proposal -See Bid. Reference Specifications -Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway -The portion of a street reserved for vehicular use. Service Connection -Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer-Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Specifications -General Provisions, Technical Specifications, and Reference Specifications. State -State of California. Storm Drain -Any conduit and appurtenances intended for the reception and transfer of storm water. Street-Any road, highway, parkway, freeway, alley, walk, or way. Subcontractor -An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade -For roadways, that portion of the roadbed on which pavement, surfacing, base, sub- base, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision -Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Substantial Completion -The date of acceptance by the Engineer that all contract work has been completed and warranties for the constructed work may begin. ,, •fr Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 44 of 92 Supplemental Agreement - A written amendment of the Contract Documents signed by both parties. Surety-Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Utility -Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private ease- ment. Work -That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. 1-3 ABBREVIATIONS 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the "Manual of Steel Construction" published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words ABAN .......................................................... Abandon CCTV ............................................. Closed Circuit TV ABAND ................................................... Abandoned CES ......................... Carlsbad Engineering Standards ABS ...................... Acrylonitrile -butadiene -styrene CF ............................................................. Curb face AC .................................................. Asphalt Concrete CF ............................................................. Cubic foot ACP ........................................ Asbestos cement pipe C&G .................................................. Curb and gutter ACWS .................... Asphalt concrete wearing surface CFR ............................... Code of Federal Regulations ALT ............................................................. Alternate CFS ....................................... Cubic Feet per Second APTS ............................... Apartment and Apartments CIP ...................................................... Cast iron pipe AMER STD .................................. American Standard CIPP .............................................. Cast-in place pipe AWG .............. American Wire Gage (nonferrous wire) CL ........................................... Clearance, center line BC ................................................ Beginning of curve CLF .................................................. Chain link fence BCR ..................................... Beginning of curb return CMB .............................. Crushed miscellaneous base BORY ......................................................... Boundary CMC ....................................... Cement mortar-coated BF ................................................... Bottom of footing CML .......................................... Cement mortar-lined BLDG ...................................... Building and Buildings CMWD .................... Carlsbad Municipal Water District BM .......................................................... Bench mark CO .................................................. Cleanout (Sewer) BVC .................................. Beginning of vertical curve COL. .............................................................. Column B/W ......................................................... Back of wall COMM .................................................... Commercial CIC .................................................. Center to center CONC ......................................................... Concrete CAB .................................... Crushed aggregate base CONN ...................................................... Connection CAL/OSHA ........... California Occupational Safety and CONST .................................. Construct, Construction Health Administration COO RD .................................................... Coordinate Ca IT rans ....... California Department of Transportation CSP .......................................... Corrugated steel pipe CAP .................................. Corrugated aluminum pipe CSD .............................. Carlsbad Standard Drawings CB ......................................................... Catch Basin CTB .......................................... Cement treated base Cb ..................................................................... Curb CV .......................................................... Check valve CBP ............................. Catch Basin Connection Pipe CY ............................................................ Cubic yard CBR ...................................... California Bearing Ratio D ............................................................ Load of pipe CCR ............................ California Code of Regulations dB ............................................................... Decibels ('\ •,;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 45 of 92 DBL ............................................................... Double HGL. ........................................... Hydraulic grade line DF ............................................................. Douglas fir HORIZ ....................................................... Horizontal DIA ............................................................. Diameter HP .......................................................... Horsepower DIP .................................................. Ductile iron pipe HPG .............................................. High pressure gas DL ............................................................. Dead load HPS ............................... High pressure sodium (Light) DR ................................................... Dimension Ratio HYDR ......................................................... Hydraulic DT. ............................................................. Drain Tile IE ...................................................... Invert Elevation DWG ............................................................ Drawing ID ...................................................... Inside diameter DWY ........................................................... Driveway INCL ............................................................ lncluding DWY APPR .................................. Driveway approach INSP .......................................................... lnspection E .................................................................... Electric INV ................................................................... lnvert EA ..................................................................... Each IP ................................................................ Iron pipe EC ......................................................... End of curve JC ................................................. Junction chamber ECR ............................................... End of curb return JCT .............................................................. Junction EF .............................................................. Each face JS .................................................. Junction structure EG ...................................................... Edge of gutter JT ...................................................................... Joint EGL ............................................... Energy grade line L ..................................................................... Length El ................................................................ Elevation LAB .......................................................... Laboratory ELC ................................... Electrolier lighting conduit LAT ................................................................ Lateral EL T ...................................................... Extra long ton LB .................................................................. Pound ENGR ..................................... Engineer, Engineering LO ................................................... Local depression EP ................................................. Edge of pavement LF ............................................................. Linear foot ESMT ........................................................ Easement LH ............................................................ Lamp hole ETB ........................................ Emulsion-treated base LL ................................................................ Live load EVC ............................................. End of vertical curb LOL .......................................................... Layout line EWA ............................. Encina Wastewater Authority LONG ..................................................... Longitudinal EXC ......................................................... Excavation LP ............................................................ Lamp post EXP JT ............................................... Expansion joint LPS ............................... Low pressure sodium (Light) EXST ............................................................ Existing LS ............................................................ Lump sum F ............................................................... Fahrenheit L TS ................................................. Lime treated soil F&C ................................................ Frame and cover LWD ............................. Leucadia Wastewater District F&I. ............................................... Furnish and install MAI NT ................................................... Maintenance FAB ............................................................ Fabricate MAX ........................................................... Maximum FAS ............................................ Flashing arrow sign MCR .......................................... Middle of curb return FD ............................................................. Floor drain MEAS .......................................................... Measure FON ......................................................... Foundation MH ................................. Manhole, maintenance hole FED SPEC ................................ Federal Specification MIL SPEC ................................... Military specification FG ..................................................... Finished grade MISC ................................................... Miscellaneous FH ........................................................... Fire hydrant MOD ................................................ Modified, modify FL ............................................................... Flow line MON ......................................................... Monument FS .................................................... Finished surface MSL.. Mean Sea Level (Reg. Standard Drawing M-12) FT-LB ...................................................... Foot-pound MTBM ........................ Microtunneling Boring Machine FTG .............................................................. Footing MUL T ............................................................ Multiple FW .......................................................... Face of wall MUTCD .... Manual on Uniform Traffic Control Devices G ........................................................................ Gas MVL. ............................................ Mercury vapor light GA .................................................................. Gauge NCTD ............................ North County Transit District GAL ............................................. Gallon and Gallons NRCP ............................ Nonreinforced concrete pipe GALV ....................................................... Galvanized OBS ............................................................ Obsolete GAR. ......................................... Garage and Garages OC ............................................................. On center GIP ............................................ Galvanized iron pipe OD .................................................. Outside diameter GL. ...................................... Ground line or grade line OE ........................................................... Outer edge GM ............................................................ Gas meter OHE .............................................. Overhead Electric GNV ............................................. Ground Not Visible OMWD ................ Olivenhain Municipal Water District GP .............................................................. Guy pole OPP ............................................................ Opposite GPM ............................................. gallons per minute ORIG ............................................................. Original GR .................................................................. Grade PB ................................................................ Pull box GRTG ............................................................ Grating PC .................................................. Point of curvature GSP ......................................... Galvanized steel pipe PCC ...................... Portland cement concrete or point H .......................................................... High or height of compound curvature HB .............................................................. Hose bib PCVC ...................... Point of compound vertical curve HC ................................................. House connection PE ......................................................... Polyethylene HOWL ......................................................... Headwall Pl ............................................... Point of intersection ,, •,;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 46 of 92 PL .......................................................... Property line SI ..................... International System of Units (Metric) PMB ........................... Processed miscellaneous base SPEC .................................................. Specifications POC .................................................... Point on curve SPPWC ........................................ Standard Plans for POT ................................................. Point on tangent Public Works Construction PP ............................................................ Power pole SSPWC ............................ Standard Specifications for PRC ......................................... Point of reverse curve Public Works Construction PRVC ........................... Point of reverse vertical curve ST HWY .............................................. State highway PSI ........................................ Pounds per square inch STA ................................................................ Station PT .................................................. Point of tangency STD ............................................................ Standard PVC ............................................... Polyvinyl chloride STR ............................................................... Straight PVMT ........................................................ Pavement STR GR ............................................... Straight grade PVT R/W ..................................... Private right-of-way STRUC ........................................ Structural/Structure Q ....................... Rate of flow in cubic feet per second SW .............................................................. Sidewalk QUAD ..................................... Quadrangle, Quadrant SWD ................................................... Sidewalk drain R .................................................................... Radius SY .......................................................... Square yard R&O ....................................................... Rock and oil T ............................................................... Telephone R/W ....................................................... Right-of-way TAN .............................................................. Tangent RA .................................................... Recycling agent TC ........................................................... Top of curb RAC .................................. Recycled asphalt concrete TEL .......................................................... Telephone RAP .............................. Reclaimed asphalt pavement TF ....................................................... Top of footing RBAC ............................ Rubberized asphalt concrete TOPO ..................................................... Topography RC ............................................. Reinforced concrete TR ..................................................................... Tract RCB ..................................... Reinforced concrete box TRANS ...................................................... Transition RCE .................................... Registered civil engineer TS ........................ Traffic signal or transition structure RCP .................................... Reinforced concrete pipe TSC ........................................... Traffic signal conduit RCV .......................................... Remote control valve TSS ......................................... Traffic signal standard REF .......................................................... Reference TW ........................................................... Top of wall REINF ............................. Reinforced or reinforcement TYP ............................................................... Typical RES ........................................................... Reservoir UE ............................................ Underground Electric RGE ....................... Registered geotechnical engineer USA .................................. Underground Service Alert ROW ..................................................... Right-of-Way VAR .................................................. Varies, Variable RR ............................................................... Railroad VB ............................................................. Valve box RSE ............................ Registered structural engineer VC ........................................................ Vertical curve RTE .................................. Registered traffic engineer VCP ................................................. Vitrified clay pipe S .................................. Sewer or Slope, as applicable VERT ............................................................. Vertical SCCP .............................. Steel cylinder concrete pipe VOL ............................................................... Volume SD .......................................................... Storm drain VWD ..................................... Vallecitos Water District SDNR ............................ San Diego Northern Railway W ...................... Water, Wider or Width, as applicable SOR ....... Standard thermoplastic pipe dimension ratio WATCH ............. Work Area Traffic Control Handbook (ratio of pipe O.D. to minimum wall thickness) WI ......................................................... Wrought iron SDRSD ......... San Diego Regional Standard Drawings WM ......................................................... Water meter SE .................................................... Sand Equivalent WPJ ........................................ Weakened plane joint SEC .............................................................. Section XCONN .......................................... Cross connection SF ........................................................... Square foot XSEC ................................................... Cross section SFM .............................................. Sewer Force Main 1-3.3 Institutions. Abbreviation Word or Words AASHTO American Association of State Highway and Transportation Officials AISC ................................................................... American Institute of Steel Construction ANSI ...................................................................... American National Standards Institute API ...................................................................................... American Petroleum Institute AREA ............................................................. American Railway Engineering Association ASTM ............................................................ American Society for Testing and Materials AWPA ................................................................. American Wood Preservers Association AWS ......................................................................................... American Welding Society ,, •,; Revised 6/15/17 RF819-525-TRAN-Contract No. 4736 Page 47 of 92 AWWA ...................................................................... American Water Works Association FHWA ............................................................................. Federal Highway Administration GRI ................................................................................. Geosynthetic Research Institute NEMA ......................................................... National Electrical Manufacturers Association NOAA. ............... National Oceanic and Atmospheric Administration (Dept. of Commerce) UL ..................................................................................... Underwriters' Laboratories Inc. USGS ............................................................................. United States Geological Survey 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test re- quirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit {Abbreviations) {Abbreviations) 1 mil (=0.001 in) ................................................................................ 25.4 micrometer (µm) 1 inch (in) .......................................................................................... 25.4 millimeter (mm) 1 inch (in) .......................................................................................... 2.54 centimeter (cm) 1 foot (ft) ........................................................................................... 0.3048 meter (m) 1 yard (yd) ......................................................................................... 0.9144 meter (m) 1 mile (mi) ......................................................................................... 1.6093 kilometer (km) 1 square foot (ft2) ..............••.•••••.••.•...••••••........•.....•.••.•.....•...•....•....•... 0.0929 square meter (m2) 1 square yard (yd2) ................•..•.....•...•.•....•..•....•..•..•...............•.....•.•. 0.8361 square meter (m2) 1 cubic foot (ft3) .................................................•............................... 0.0283 cubic meter (m3) 1 cubic yard (yd3) •.................•...............•.................•...............•....•.... 0. 7646 cubic meter (m3) 1 acre ................................................................................................ 0.4047 hectare (ha) 1 U.S. gallon (gal) .............................................................................. 3. 7854 Liter (L) 1 fluid ounce (fl. oz.) .......................................................................... 29.5735 millileter (ml) 1 pound mass (lb) (avoirdupois) ........................................................ 0.4536 kilogram (kg) 1 ounce mass (oz) ............................................................................. 0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ............................................................. 0.9072 Tonne(= 907 kg) 1 Poise .............................................................................................. 0.1 pascal -second (Pa -s) 1 centistoke (cs) ................................................................................ 1 square millimeters per second (mm2/s) 1 pound force (lbf) ............................................................................. 4.4482 Newton (N) 1 pounds per square inch (psi) .......................................................... 6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) ............................................................. 1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf) ................................................................... 1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ............................................ 1.3558 Watt (W) 1 part per million (ppm) ...................................................................... 1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ..................................................................... Degree Celsius (°C): °F = (1.8 x °C) + 32 ........................................................................... °C = (°F -32)/1.8 ,, •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 48 of 92 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (Im) 1 second (s) Common Metric Prefixes kilo (k) ............................................................................................... 103 centi (c) ............................................................................................. 10-2 milli (m) ............................................................................................. 10-3 micro(µ) ............................................................................................ 10-6 nano (n) ............................................................................................ 10-9 pico (p) .............................................................................................. 10-12 1-5 SYMBOLS ~ L % I 0 PL CL SL Delta, the central angle or angle between tangents Angle Percent Feet or minutes Inches or seconds Number per or (between words) Degree Property line Centerline Survey line or station line ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 49 of 92 SECTION 2 -SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as pro- vided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: "(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in ex- cess of one-half of 1 percent of the prime contractor's total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater." "(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid." If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by proce- dures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. ,, •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 50 of 92 Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor's own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the City Council shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 per- cent of the Contract Price except that any designated "Specialty Items" may be performed by subcon- tract, and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organiza- tion. "Specialty Items" will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Con- tractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for ap- proval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be ac- companied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and ma- terials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hun- dred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 51 of 92 The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiv- ing notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Docu- ments are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contrac- tor. ,, •;;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 52 of 92 The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immedi- ately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1) Permits from other agencies as may be required by law. 2) Change orders, whichever occurs last. 3) Contract addenda, whichever occurs last. 4) Contract 5) Carlsbad General Provisions, Technical Specifications, and Supplemental Provisions. 6) Plans. 7) Reference Specifications. 8) Manufacturer's Installation Recommendations Detail drawings shall take precedence over general drawings. Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and plan views shall have precedence over general plans. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor's expense, as required in 2-5.3.2, 2- 5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engi- neer. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from respon- sibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label '4-C' would indi- cate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be ac- companied by a letter of transmittal on the Contractor's letterhead. The Letter of Transmittal shall contain the following: 1) Project title and Agency contract number. 2) Number of complete sets. 3) Contractor's certification statement. 4) Specification section number(s) pertaining to material submitted for review. 5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6) Description of the contents of the submittal. ,, •;;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 53 of 92 7) Identification of deviations from the contract documents. When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in con- formance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval." By: -------------Title: -------------- Date: ___________ _ Company Name: ------------------------------ 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions. 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. 2-5.4 RECORD DRAWINGS. The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (10) days of completion of the work. Payment for performing the work required by Section 2-5.4 shall be included in the various bid items and no additional payment will be made therefore. 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Con- tract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspec- tion at the office of the Engineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 54 of 92 temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land survey- ing within the State of California, hereinafter Surveyor, to establish the location of the monument be- fore it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. 2-10 AUTHORITY OF ENGINEER. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or his/her authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract. 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor's or subcontractor's possession pertaining to the work that the Engineer may request. 2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor's and its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor's staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, pay- rolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contrac- tor's ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and work- manship are in accordance with these specifications. Inspection of the Work shall not relieve the Con- tractor of the obligation to fulfill all conditions of the Contract. ,, •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 55 of 92 SECTION 3 -CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limita- tion, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor's signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conform- ance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested (' •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 56 of 92 in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipu- lated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Con- tract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement can not be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. The Contractor's Proposal shall be used for establishing a schedule of values for the purpose of progress payments. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifi- cations is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material can not be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for han- dling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as "extra work" when the Engineer deter- mines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators ,, •ff Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 57 of 92 and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replace- ment value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, "Labor Surcharge and Equipment Rental Rates" published by CAL TRANS, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all inciden- tals. Necessary loading and transportation costs for equipment used on the extra work shall be in- cluded. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer's ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcon- tractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors' invoices for material, equipment rental and other expenditures shall be sub- mitted with the request for payment. If the request for payment is not substantiated by invoices or l'\ •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 58 of 92 other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor................................... 20 2) Materials .............................. 15 3) Equipment Rental ................... 15 4) Other Items and Expenditures . .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as com- pensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcon- tractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site conditions (hereinafter called changed conditions), in writing, upon their discovery and be- fore they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Con- tract; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and ,., •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 59 of 92 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engi- neer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Con- tractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor's failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engi- neer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Con- tractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes addi- tional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. 'The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." By: -------------Title: -------------- Date: ___________________________ _ Company Name: ___________________________ _ The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 60 of 92 It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the contractor and the agency are unable to reach agreement on disputed work, the Agency may direct the contractor to proceed with the work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified here- inafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Municipal Projects Manager 2. Deputy City Engineer, Construction Management & Inspection 3. City Engineer 4. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 1 0 working days of receipt of said claim or appeal of claim, review the Contractor's report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor's presentation of its report. The Contractor may appeal each level's position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below: 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is com- plete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 1 0 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) "Claim" means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay as- sessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. ,, •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 61 of 92 (C) Payment of an amount that is disputed by the public entity. (2) "Contractor" means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct con- tract with a public entity for a public works project. (3) (A) "Public entity" means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivi- sion, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) "Public entity" shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that depart- ment. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) "Public works project" means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) "Subcontractor" means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written state- ment identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45- day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written state- ment, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity's written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by ,, •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 62 of 92 the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation con- ducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties' dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifi- cations of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written re- quest, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the sub- contractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obliga- tions. ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 63 of 92 (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commenc- ing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond ,, • .., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 64 of 92 within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claim- ant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (com- mencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b )(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de nova but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de nova. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. ('\ •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 65 of 92 SECTION 4 -CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer's approval. Materials and work quality not conforming to the requirements of the Specifications shall be consid- ered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifica- tions. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facili- ties and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Con- tract. The Contractor shall not, without the Agency's consent, assign, sell, mortgage, hypothecate, or re- move equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical ma- terials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the En- gineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector {'\ •+;' Revised 6/15/17 RFB 19-525-TRAN-Contract No. 4736 Page 66 of 92 or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory ser- vices within 50 miles of the geographical limits of the Agency. For private contracts, all costs of in- spection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless oth- erwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor's responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the prod- uct from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor's expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the re- quirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer's written certification that the materials to be supplied meet those re- quirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that speci- fied. Adequate time shall be allowed for the Engineer to make this determination. ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 67 of 92 Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equip- ment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer's findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opin- ion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportion- ing materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator's platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measur- ing devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to ex- ceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certifi- cates shall be provided when requested by the Engineer. ,, •,;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 68 of 92 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quan- tity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency's boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. ,, •;;' Revised 6/15/17 RFB 19-525-TRAN-Contract No. 4736 Page 69 of 92 SECTION 5 -UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to com- mencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installa- tions. The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its opera- tions. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accord- ance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the neces- sary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engi- neer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2 inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. {'\ •+;"' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 70 of 92 Where concrete is used for backfill or for structures which would result in embedment, or partial em- bedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor's operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in place". Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before com- mencement of work by the Contractor. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its conven- ience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall ar- range for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to mini- mize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor's convenience and no additional compensation will be allowed therefore or for addi- tional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing ,, •+' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 71 of 92 of any subsequent changes in the construction schedule which will affect the time available for pro- tection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor's actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. ,, •+' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 72 of 92 SECTION 6 -PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within§ calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor's responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6- 4. No separate payment will be made for the Contractor's attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline Con- struction Schedule per the submittal requirements of Section 2-5.3. The submittal of the Baseline Construction Schedule shall include each item and element of Sections 6-1.2 through 6-1.2.9 and shall be on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media. 6-1.2 Preparation and Review of the Baseline Construction Schedule. The Contractor shall pre- pare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a work- able plan showing the sequence, duration, and interdependence of all activities required to represent the complete performance of all project work as well as periods where work is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of the notice to proceed and conclude with the date offinal completion per the contract duration. The Baseline Construction Sched- ule shall include detail of all project phasing, staging, and sequencing, including all milestones neces- sary to define beginning and ending of each phase or stage. 6-1.2.1 Schedule Software. The Contractor shall use commercially available software equal to the Windows 2000 compatible "Project" program by Microsoft Corporation to prepare the Baseline Con- struction Schedule and all updates thereto. The Contractor shall submit to the Agency a 'thumb drive" with all network information contained thereon, in a format readable by a Microsoft Windows 2000 system. The Agency will use "Project" for review of the Contractor's schedule. Should the Contractor elect to use a scheduling program other than "Project" by Microsoft Corporation the Contractor shall provide the Engineer three copies of the substituted program that are fully licensed to the Agency and 32 class hours of on-site training by the program publisher for up to eight Agency staff members. The classes shall be presented on Mondays through Thursdays, inclusive, between the hours of 8:00 a.m. and 5:00 p.m. The on-site training shall be held at 1635 Faraday Avenue, Carlsbad, California. The dates and times of the on-site training shall be submitted to the Engineer for approval five working days before the start of the on-site training. The on-site training shall be completed prior to the sub- mittal of the first Baseline Construction Schedule. 6-1.2.2 Schedule Activities. Except for submittal activities, activity durations shall not be shorter than 1 working day nor longer than 15 working days, unless specifically and individually allowed by the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities, in- cluding submittals, interfaces between utility companies and other agencies, project milestones and equipment and material deliveries. The number of activities will be sufficient, in the judgment of the Engineer, to communicate the Contractor's plan for project execution, to accurately describe the pro- ject work, and to allow monitoring and evaluation of progress and of time impacts. Each activity's ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 73 of 92 description shall accurately define the work planned for the activity and each activity shall have rec- ognizable beginning and end points. 6-1.2.3 Float. Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it. 6-1.2.4 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency sup- plied materials, equipment, or services, which may impact any activity's construction shall be shown as a restraint to those activities. Time periods to accommodate the review and correction of submittals shall be included in the schedule. 6-1.2.5 Late Completion. A Baseline Construction Schedule showing a project duration longer than the specified contract duration will not be acceptable and will be grounds for determination of default by Contractor, per Section 6-4. 6-1.2.6 Early Completion. The Baseline Construction Schedule will show the Contractor's plan to support and maintain the project for the entire contractual time span of the project. Should the Con- tractor propose a project duration shorter than contract duration, a complete Baseline Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule requirements of Section 6-1. 6-1.2. 7 Engineer's Review. The Construction Schedule is subject to the review of the Engineer. The Engineer's determination that the Baseline Construction Schedule proposed by the Contractor com- plies with the requirements of these supplemental provisions shall be a condition precedent to issu- ance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Con- struction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Con- tractor to obtain the Engineer's determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within thirty (30) working days after the date of the preconstruction meeting shall be grounds for termination of the contract per Section 6-4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 working days. The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 working days of submittal. 6-1.2.7.1 "Accepted." The Contractor may proceed with the project work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 6-1.8. 6-1.2.7.2 "Accepted with Comments." The Contractor may proceed with the project work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments within one week. 6-1.2. 7.3 "Not Accepted." The Contractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per Section 6-1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required herein before and marked "Accepted" or "Accepted with Comments" by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of Section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments are not sub- mitted as required hereinbefore and marked "Accepted" by the Engineer. ('\ •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 74 of 92 6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engi- neer during the last week of each month to agree upon each activity's schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth working day of the following month. The monthly update will be submitted on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media per the submittal requirements of Section 2-5.3 and will include each item and element of Sections 6-1.2 through 6-1.2.6 and 6-1.3.1 through 6-1.3.6. 6-1.3.1 Actual Activity Dates. The actual dates each activity was started and/or completed during the month. After first reporting an actual date, the Contractor shall not change that actual date in later updates without specific notification to the Engineer with the update. 6-1.3.2 Activity Percent Complete. For each activity underway at the end of the month, the Con- tractor shall report the percentage determined by the Engineer as complete for the activity. 6-1.3.3 Electronic Media. The schedule data disk shall be a 'thumb drive', labeled with the project name and number, the Contractor's name and the date of preparation of the schedule. The file shall be readable by the software specified in Section 6-1.2.1 "Schedule Software" and shall be free of file locking, encryption or any other protocol that would impede full access of all data stored on it. 6-1.3.4 List of Changes. A list of all changes made to the activities or to the interconnecting logic, with an explanation for each change. 6-1.3.5 Change Orders. Each monthly update will include the addition of the network revisions re- flecting the change orders approved in the previous month. The network revisions will be as agreed upon during the review and acceptance of the Contractor's change orders. 6-1.3.6 Bar Chart. Each monthly update will include a chart showing individual tasks and their dura- tions arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. 6-1.4 Engineer's Review of Updated Construction Schedule. The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 working days of submittal. The Updated Construction Schedule will be returned marked as per Sections 6-1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked "Accepted with Comments" or "Not Accepted" by the Engineer will be returned to the Contractor for correction. Upon resubmittal the En- gineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 working days. Failure of the Contractor to submit a monthly updated con- struction schedule will invoke the same consequences as the Engineer returning a monthly updated construction schedule marked "Not Accepted". 6-1.4.1 "Accepted." The Contractor may proceed with the project work, and will receive payment for the schedule in accordance with Section 6-1.8. 6-1.4.2 "Accepted with Comments." The Contractor may proceed with the project work. The Con- tractor must resubmit the Updated Construction Schedule to the Engineer incorporating the correc- tions and changes noted in the Engineer's comments prior to receipt of payment per Section 6-1.8. 6-1.4.3 "Not Accepted." The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer's comments prior to receipt of payment per Section 6-1.8. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of Section 6-4 DEFAULT BY CONTRACTOR if {'\ •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 75 of 92 the changes of the comments are not submitted and marked "Accepted" by the Engineer before the last day of the month in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected Updated Construction Schedule as required herein the Contractor may elect to proceed with the project at its own risk. Should the Contractor elect not to proceed with the project, any resulting delay, impact, or disruption to the project will be the Contractor's responsibility. 6-1.5 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion or contractually required milestone date later than the properly adjusted contract or milestone duration, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent "Accepted" Schedule Update remove all or a portion of the delay, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor im- mediately following the "Accepted" schedule. 6-1.6 Interim Revisions. Should the actual or projected progress of the work become substantially different from that depicted in the Project Schedule, independently of and prior to the next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explana- tion of each change made to the schedule. The Revised Construction Schedule will be submitted per the submittal requirements of Section 2-5.3 and per the schedule review and acceptance requirements of Section 6-1, including but not limited to the acceptance and payment provisions. As used in this section "substantially different" means a time variance greater than 5 percent of the number of days of duration for the project. 6-1.7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the construction work is completed. The Contractor's Final Schedule Update must accurately represent the actual dates for all activities. The final schedule update shall be pre- pared and reviewed per Sections 6-1.3 Preparation of Schedule Updates and Revisions and 6-1.4 Engineer's Review of Updated Construction Schedule. Acceptance of the final schedule update is required for completion of the project and release of any and all funds retained per Section 9-3.2. 6-1.8 Measurement and Payment of Construction Schedule. The Contractor's preparation, revi- sion and maintenance of the Construction Schedule are incidental to the work and no separate pay- ment will be made therefore. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor's Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all exca- vations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Con- tractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. ,, •+, Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 76 of 92 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. The work includes selective demolition, roof construction, roll up door installation, mechanical ventilation, plumbing and electrical work. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly project meet- ings. The Contractor's Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, "The Contractor's Representative". No separate payment for attendance of the Contractor, the Contractor's Representative or any other employee or subcontractor or subcontractor's employee at these meetings will be made. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immedi- ately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. (Not Used) 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equip- ment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency's interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board's opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board's consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Con- tractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor's place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. ('\ •tr Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 77 of 92 The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifica- tions. No extension of time will be granted for a delay caused by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. the proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and the approved con- struction schedule. If delays beyond the Contractor's control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor's control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages in- curred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and super- visor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. ,, •ff Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 78 of 92 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working days The Contrac- tor shall diligently prosecute the work to completion within 180 working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any other day designated as a holiday in a Master Labor Agreement entered into by the Con- tractor or on behalf of the Contractor as an eligible member of a contractor association, 5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, 6. any day the Contractor is prevented from working during the first 5 hours with at least 60 per- cent of the normal work force for cause as defined in Section 6-6.1. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Con- tractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Engi- neer for acceptance upon receipt of the Contractor's written assertion that the Work has been com- pleted. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the require- ments of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions ,, •fl' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 79 of 92 of, the Work does not constitute acceptance of the Work. If, in the Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will so certify to the Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board's acceptance of the Work the Engineer will cause a "Notice of Completion" to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of completion of the Work. All work shall be warranted for one (1) year from the date the contract work is Substantially Complete as determined by the Engineer and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the one year warranty period. The Con- tractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor's sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time al- lowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of Five Hundred Dollars ($500.00). Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negli- gence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Con- tractor, Subcontractor, their officers, employees, or agents. ,, •+, Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 80 of 92 SECTION 7 -RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applica- ble provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimina- tion because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations. The Contractor's attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Con- tractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor's Bid. 7-4 WORKERS' COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in ac- cordance with the provisions of that code, and I will comply with such provisions before com- mencing the performance of the work of this contract." The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers' Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occa- sioned by failure of the Contractor to comply with this paragraph. ,, • ., Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 81 of 92 All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' com- pensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefore. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overload, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. 7-5.1 Resource Agency Permits. (Not Used) 7-5.2 Relations with the Railroad. (Not Used) 7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting work, the Contractor shall desig- nate in writing a representative who shall have complete authority to act for it. An alternative repre- sentative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Con- tractor or its representative. In order to communicate with the Agency, the Contractor's representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascer- taining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting ,, •+' Revised 6/15/17 RFB 19-525-TRAN-Contract No. 4736 Page 82 of 92 from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies dur- ing the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor's Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer's cleanup orders may result in an order to sus- pend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air con- taminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. ,, •,;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 83 of 92 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors result- ing from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employ- ees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condi- tion. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and re- move all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Con- tractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to pro- tect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule opera- tions so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Or- der Number 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit Number CAS000002, Waste Discharge Requirements (WDR's) for Discharges of Stormwater Runoff associated with Construction Activity (General Permit) and subsequent adopted modifications and with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in accordance with these regulations. The Notice of Intent (NOi) shall not be filed for the project. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. ,, •+' Revised 6/15/17 RFB 19-525-TRAN-Contract No. 4736 Page 84 of 92 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a por- tion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor's operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right- of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be in- cluded in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. (not used) 7-10.2 Storage of Equipment and Materials in Public Streets. (not used) 7-10.3.1 Construction Area Signs and Control Devices. (not used) 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers' protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the En- gineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided, or required by law. ('\ •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 85 of 92 7-10.4.2 Use of Explosives. (Not Used) 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous sub- stances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Sec- tion 5194 of the California Code of Regulations shall be requested by the Contractor from the manu- facturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (Not Used). 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all neces- sary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall in- demnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, archi- tects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer's approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those em- ployed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: "In entering into a public works contract or a subcontract to supply goods, services, or materials pur- suant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] {'\ •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 86 of 92 of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, ser- vices, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties." {'\ •+;' Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 87 of 92 SECTION 8 -FACILITIES FOR AGENCY PERSONNEL (not used) ,, •tf Revised 6/15/17 RFB 19-525-TRAN-Contract No. 4736 Page 88 of 92 SECTION 9 -MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measure- ments or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planim- eter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections in- volved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing actual net weights. The Agency will accept the certificates as evi- dence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated "Lump Sum", "L.S.", or "Job", shall be paid for at the price indicated in the Bid, based on percentage of completion as agreed to by the Engineer. When paid in full, such payment shall be full compensation for the items of work and all work appurtenant thereto. When required by the Specifications or requested by the Engineer, the Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule, to be used as a basis for deter- mining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engi- neer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it has. been placed, and material placed outside of the Plan lines. No compensation will be allowed for dis- posing of rejected or excess material. ,, •,; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 89 of 92 Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor's request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or be- coming due from the Agency. Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor's responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such pay- ment be construed to be acceptance of any of the Work. Payment shall not be construed as the trans- fer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of re- cordation of the "Notice of Completion." If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor's failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is com- patible with the Agency's payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the clo- sure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed pro- gress pay estimate and submit it to the Contractor for the Contractor's information. Should the Con- tractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental pay- ment request is not proper, then the request shall be returned to the Contractor as soon as practicable, ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 90 of 92 but not later than seven (7) days after receipt. The returned request shall be accompanied by a doc- ument setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the re- mainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining pro- gress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress pay- ments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the En- gineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor's claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 ,, •+; Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 91 of 92 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor's claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further infor- mation and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Sec- tion 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materials and equipment delivered but not incorporated into the Work will be included in the progress estimate. 9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction oper- ations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be made at the stipulated lump-sum price bid therefore in the bid schedule, and includes full compensa- tion for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and inci- dentals, and for doing all the work involved in mobilization and preparatory work and operations, in- cluding, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the amount bid for Mobilization And Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be al- lowed therefore. 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. ,, •ff Revised 6/15/17 RFB19-525-TRAN-Contract No. 4736 Page 92 of 92 STORAGE BUILDING ROOF CARLSBAD FIRE STATION #5 2540 ORION WAY, CARLSBAD, CA 92010 TECHNICAL SPECIFICATIONS PLATT/WHITELAW ARCHITECTS, INC. 4034 30TH STREET, SAN DIEGO, CALIFORNIA 92104 619 546-4326 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF TABLE OF CONTENTS I Division Section Title DIVISION 01 -GENERAL REQUIREMENTS 01 10 00 SUMMARY 01 73 00 EXECUTION DIVISION 02 -EXISTING CONDITIONS 02 41 19 SELECTIVE DEMOLITION DIVISION 04 -MASONRY 04 22 00 CONCRETE UNIT MASONRY DIVISION 06 -WOOD, PLASTICS, AND COMPOSITES 06 10 00 ROUGH CARPENTRY 06 16 00 SHEATHING DIVISION 07 -THERMAL AND MOISTURE PROTECTION 07 21 00 07 52 16 07 62 00 07 92 00 THERMAL INSULATION STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING SHEET MET AL FLASHING AND TRIM JOINT SEALANTS DIVISION 08 -OPENINGS 08 11 13 08 36 00 08 62 00 08 71 00 HOLLOW MET AL DOORS AND FRAMES SECTIONAL OVERHEAD DOORS UNIT SKYLIGHTS DOOR HARDWARE DIVISION 09 -FINISHES 09 91 23 INTERIOR PAINTING DIVISION 23-HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 23 37 23 GRAVITY VENTILATOR DIVISION 26 -ELECTRICAL 26 05 00 26 05 19 26 05 26 26 05 29 26 05 33 26 05 48 26 05 53 26 27 26 26 51 19 26 56 19 COMMON WORK RES UL TS FOR ELECTRICAL LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS IDENTIFICATION FOR ELECTRICAL SYSTEMS WIRING DEVICES LED INTERIOR LIGHTING LED EXTERIOR LIGHTING SECTION 011000 -SUMMARY PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Coordination with occupants. 5. Work restrictions. 6. Specification and Drawing conventions. 1.2 PROJECT INFORMATION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Project Identification: Carlsbad Fire Station #5 Storage Building Roof. Project #4736. 1. Project Location: 2540 Orion Way, Carlsbad, CA 92010. B. Owner: City of Carlsbad. 1. Owner's Representative: Steven Stewart, Public Works Department, City of Carlsbad, 1635 Faraday Road, Carlsbad, CA 92008. C. Architect: Platt/Whitelaw Architects, 4034 30th Street, San Diego CA 92104 ( 619-546-4326). 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: 1. Remodel of existing open storage room to provide roof, overhead door, interior door, emu wall infill, skylights, passive roof vents, structural framing, electrical work, and other Work indicated in the Contract Documents. 780 square feet. Construction Type V- B. U Occupancy. B. Type of Contract: 1. Project will be constructed under a single prime contract. 1.4 ACCESS TO SITE A. General: Contractor shall have limited use of Project site for construction operations within the area of work during construction period. SUMMARY 011000-1 1.5 1.6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Use of Site: Limit use of Project site to areas within the Contract limits. Do not disturb portions of Project site beyond areas in which the Work is indicated. C. D. A. A. 1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by construction operations. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. Condition of Existing Building: Maintain portions of existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations. COORDINATION WITH OCCUPANTS Partial Owner Occupancy: Owner will occupy the adjacent premises during entire construction period and not the areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. WORK RESTRICTIONS Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Owner not less than two days in advance of proposed disruptive operations. SUMMARY 011000 -2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Obtain Owner's written permission before proceeding with disruptive operations. D. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted. 1.7 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon(:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. · B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. PART 2 -PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) END OF SECTION 011000 SUMMARY 011000 - 3 SECTION 01 73 00 -EXECUTION PART 1 -GENERAL 1.1 SUMMARY CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: l. Installation of the Work. 2. Cutting and patching. 3. Progress cleaning. 4. Starting and adjusting. 5. Protection of installed construction. 6. Correction of the Work. B. Related Requirements: 1. Section 01 10 00 "Summary of Work" 2. Section 02 41 19 "Selective Demolition" for demolition and removal of selected portions of the building. 1.2 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.3 INFORMATIONAL SUBMITTALS A. Cutting and Patching Notification: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: 1. Extent: Describe reason for and extent of each occurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements. 3. Products: List products to be used for patching and firms or entities that will perform patching work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. EXECUTION 017300 - 1 B. 1.4 A. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF a. Include description of provisions for temporary services and systems during interruption of permanent services and systems. Landfill Receipts: Submit copies of waste hauler slips indicating the amount of waste hauled in tons and the amount of waste in tons diverted from landfill and recycled, composted or salvaged. QUALITY ASSURANCE Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, notify the Construction Manager of locations and details of cutting and await directions from the Construction Manager before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection. 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include but are not limited to the following: a. Primary operational systems and equipment. b. Fire separation assemblies. c. Air or smoke barriers. d. Fire-suppression systems. e. Mechanical systems piping and ducts. f. Control systems. g. Communication systems. h. Fire-detection and -alarm systems. 1. Conveying systems. J. Electrical wiring systems. k. Operating systems of special construction. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following: a. Water, moisture, or vapor barriers. b. Membranes and flashings. c. Exterior curtain-wall construction. d. Sprayed fire-resistive material. e. Equipment supports. f. Piping, ductwork, vessels, and equipment. g. Noise-and vibration-control elements and systems. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner EXECUTION 017300 - 2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF that would, in the Construction Manager's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. PART 2-PRODUCTS 2.1 A. B. MATERIALS General: Comply with requirements specified in other Sections. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3 -EXECUTION 3.1 A. EXAMINATION Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site to Construction Manager 10 days prior to start of work. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. EXECUTION 017300 - 3 3.2 3.3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: D. A. B. C. D. A. 1. Description of the Work. 2. List of detrimental conditions, including substrates. 3. List of unacceptable installation tolerances. 4. Recommended corrections. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. PREPARATION Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect. INSTALLATION General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. EXECUTION 017300-4 3.4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. I. J. A. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by the Construction Manager. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. CUTTING AND PATCHING Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. EXECUTION 017300 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 01 10 00 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. EXECUTION Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 017300 - 6 3.5 I. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. PROGRESS CLEANING General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFP A 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose oflegally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or bum waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements. H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. EXECUTION 017300 - 7 3.6 3.7 3.8 I. A. B. C. A. B. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. STARTING AND ADillSTING Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. PROTECTION OF INSTALLED CONSTRUCTION Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. Comply with manufacturer's written instructions for temperature and relative humidity. CORRECTION OF THE WORK Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01 73 00 EXECUTION 017300-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 024119 -SELECTIVE DEMOLITION PART 1 -GENERAL 1.1 SUMMARY 1.2 A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Salvage of existing items to be reused or recycled. B. Related Requirements: A. B. C. D. E. 1. Section O 11000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements. 2. Section O 17300 "Execution" for cutting and patching procedures. DEFINITIONS Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled. 1.3 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.4 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. SELECTIVE DEMOLITION 024119 - I CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. 1.5 INFORMATIONAL SUBMITT ALS A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers. B. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's and other tenants' on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Use of elevator and stairs. 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. C. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Comply with Section 013233 "Photographic Documentation." Submit before Work begins. D. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. 1.6 CLOSEOUT SUBMITT ALS A. Inventory: Submit a list of items that have been removed and salvaged. I. 7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. SELECTIVE DEMOLITION 024119 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. 2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents. E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.8 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding. B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout. 1.9 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 -PRODUCTS 2.1 A. B. PERFORMANCE REQUIREMENTS Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Standards: Comply with ASSE Al0.6 and NFPA 241. PART 3 -EXECUTION 3.1 A. EXAMINATION Verify that utilities have been disconnected and capped before starting selective demolition operations. SELECTIVE DEMOLITION 024119 - 3 3.2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. A. B. 1. Comply with requirements specified in Section 013233 "Photographic Documentation." 2. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Owner will arrange to shut off indicated services/systems when requested by Contractor. 2. Arrange to shut off utilities with utility companies. 3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HV AC systems, equipment, and components indicated on Drawings to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place. c. Equipment to Be Removed: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. SELECTIVE DEMOLITION 024119 - 4 3.3 3.4 A. PROTECTION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls." B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. C. A. 1. Strengthen or add new supports when required during progress of selective demolition. Remove temporary barricades and protections where hazards no longer exist. SELECTIVE DEMOLITION, GENERAL General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations. 5. Maintain fire watch during and for at least 2 hours after flame-cutting operations. 6. Maintain adequate ventilation when using cutting torches. 7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. SELECTIVE DEMOLITION 024119 -5 3.5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 9. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 10. Dispose of demolished items and materials promptly. B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area on-site. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: E. A. B. C. 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property; Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. l. Do not allow demolished materials to accumulate on-site. SELECTIVE DEMOLITION 024119 - 6 B. 3.7 A. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 4. Comply with requirements specified in Section017419 "Construction Waste Management and Disposal." Burning: Do not bum demolished materials. CLEANING Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 SELECTIVE DEMOLITION 024119-7 SECTION 042200 -CONCRETE UNIT MASONRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Concrete masonry units. 2. Mortar and grout. 3. Steel reinforcing bars. 4. Miscellaneous masonry accessories. 1.3 DEFINITIONS A. CMU(s): Concrete masonry unit(s). B. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.4 ACTION SUBMITT ALS A. Product Data: For each type of product. B. Shop Drawings: For the following: 1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes. 2. Reinforcing Steel: Detail bending, lap lengths, and placement of unit masonry reinforcing bars. Comply with ACI 315. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For testing agency. B. Material Certificates: For each type and size of the following: 1. Masonry units. a. Include data on material properties. 2. Integral water repellant used in CMUs. CONCRETE UNIT MASONRY 042200 - 1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3. Cementitious materials. Include name of manufacturer, brand name, and type. 4. Mortar admixtures. 5. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 6. Grout mixes. Include description of type and proportions of ingredients. 7. Reinforcing bars. 8. Joint reinforcement. 9. Anchors, ties, and metal accessories. C. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1. Include test reports for mortar mixes required to comply with property specification. Test according to ASTM C 109/C 109M for compressive strength, ASTM C 1506 for water retention, and ASTM C 91/C 91M for air content. 2. Include test reports, according to ASTM C 1019, for grout mixes required to comply with compressive strength requirement. D. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to TMS 602/ACI 530.1/ASCE 6. E. Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with requirements. 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Deliver preblended, dry mortar mix in moisture-resistant containers. Store preblended, dry mortar mix in delivery containers on elevated platforms in a dry location or in covered weatherproof dispensing silos. E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. CONCRETE UNIT MASONRY 042200 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.8 FIELD CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. I. Extend cover a minimum of 24 inches (600 mm) down both sides of walls, and hold cover securely in place. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. I. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in TMS 602/ ACI 530.1/ ASCE 6. I. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F ( 4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning. D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in TMS 602/ACI 530.1/ASCE 6. PART 2 -PRODUCTS 2.1 A. B. 2.2 A. MANUFACTURERS Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate. PERFORMANCE REQUIREMENTS Provide unit masonry that develops indicated net-area compressive strengths at 28 days. CONCRETE UNIT MASONRY 042200 - 3 2.3 2.4 2.5 A. B. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Determine net-area compressive strength of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to TMS 602/ACI 530.1/ASCE 6. 2. Determine net-area compressive strength of masonry by testing masonry prisms according to ASTM C 1314. UNIT MASONRY, GENERAL Masonry Standard: Comply with TMS 602/ACI 530.1/ASCE 6 except as modified by requirements in the Contract Documents. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated. Do not use units where such defects are exposed in the completed Work. CONCRETE MASONRY UNITS Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated. 1. Provide special shapes for lintels, comers, jambs, sashes, movement joints, headers, bonding, and other special conditions. 2. Provide square-edged units for outside comers unless otherwise indicated. B. CMUs: ASTM C 90. A. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2150 psi (14.8 MPa). 2. Density Classification: Medium weight. 3. Size (Width): Manufactured to dimensions 3/8 inch (10 mm) less-than-nominal dimensions. 4. Exposed Faces: Provide color and texture matching the range represented by Architect's sample. 5. Faces to Receive Plaster or Stone Veneer: Where units are indicated to receive a direct application of plaster or stone veneer, provide textured-face units made with gap-graded aggregates. MORTAR AND GROUT MATERIALS Portland Cement: ASTM C 150/C 150M, Type I or II, except Type III may be used for cold- weather construction. Provide natural color or white cement as required to produce mortar color indicated. 1. Alkali content shall not be more than 0.1 percent when tested according to ASTM C 114. B. Hydrated Lime: ASTM C 207, Type S. CONCRETE UNIT MASONRY 042200 -4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. D. Masonry Cement: ASTM C 91/C 91M. E. Mortar Cement: ASTM C 1329/C 1329M. F. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979/C 979M. Use only pigments with a record of satisfactory performance in masonry mortar. G. Aggregate for Mortar: ASTM C 144. 1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. 2. For joints less than 1/4 inch (6 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18-mm) sieve. 3. White-Mortar Aggregates: Natural white sand or crushed white stone. 4. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. H. Aggregate for Grout: ASTM C 404. I. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. J. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs containing integral water repellent from same manufacturer. K. Water: Potable. 2.6 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420). B. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells and to hold reinforcing bars in center of cells. Units are formed from 0.148-inch (3.77- mm) steel wire, hot-dip galvanized after fabrication. Provide units designed for number of bars indicated. 2.7 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2Al; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or PVC. B. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 or PVC, complying with CONCRETE UNIT MASONRY 042200 -5 2.8 C. A. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF ASTM D 2287, Type PVC-65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. Bond-Breaker Strips: Asphalt-saturated felt complying with ASTM D 226/D 226M, Type I (No. 15 asphalt felt). MORTAR AND GROUT MIXES General: Do not use admixtures, including pigments, air-entrammg agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. 2. Use portland cement-lime mortar unless otherwise indicated. 3. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated. 1. For masonry below grade or in contact with earth, use Type S. 2. For reinforced masonry, use Type S. D. Grout for Unit Masonry: Comply with ASTM C 476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with TMS 602/ACI 530.1/ASCE 6 for dimensions of grout spaces and pour height. 2. Proportion grout in accordance with ASTM C 476, paragraph 4.2.2 for specified 28- day compressive strength indicated, but not less than 2000 psi (14 MPa). 3. Provide grout with a slump of 8 to 11 inches (200 to 280 mm) as measured according to ASTM C 143/C 143M. PART 3 -EXECUTION 3.1 A. EXAMINATION Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. 2. Verify that foundations are within tolerances specified. 3. Verify that reinforcing dowels are properly placed. CONCRETE UNIT MASONRY 042200 - 6 3.2 3.3 B. C. A. B. C. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 4. Verify that substrates are free of substances that would impair mortar bond. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping. Proceed with installation only after unsatisfactory conditions have been corrected. INSTALLATION, GENERAL Build chases and recesses to accommodate items specified in this and other Sections. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match construction immediately adjacent to opening. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. TOLERANCES Dimensions and Locations of Elements: 1. For dimensions in cross section or elevation, do not vary by more than plus 1/2 inch (12 mm) or minus 1/4 inch (6 mm). 2. For location of elements in plan, do not vary from that indicated by more than plus or minus 1/2 inch (12 mm). 3. For location of elements in elevation, do not vary from that indicated by more than plus or minus 1/4 inch (6 mm) in a story height or 1/2 inch (12 mm) total. B. Lines and Levels: 1. For bed joints and top surfaces of bearing walls, do not vary from level by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2-inch (12-mm) maximum. 2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in IO feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2-inch (12-mm) maximum. 3. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2-inch (12-mm) maximum. 4. For conspicuous vertical lines, such as external comers, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2-inch (12-mm) maximum. 5. For lines and surfaces, do not vary from straight by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2-inch (12-mm) maximum. 6. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2-inch (12-mm) maximum. 7. For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16 inch (1.5 mm). CONCRETE UNIT MASONRY 042200 - 7 3.4 3.5 C. A. B. C. D. E. F. G. A. Joints: 1. 2. 3. 4. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm), with a maximum thickness limited to 1/2 inch (12 mm). For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch (3 mm). For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch (9 mm) or minus 1/4 inch (6 mm). For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm). LAYING MASONRY WALLS Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. A void using less-than-half-size units, particularly at comers, jambs, and, where possible, at other locations. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less-than-nominal 4-inch (100-mm) horizontal face dimensions at comers or jambs. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 4 inches (100 mm). Bond and interlock each course of each wythe at comers. Do not use units with less-than-nominal 4-inch (100-mm) horizontal face dimensions at comers or jambs. Stopping and Resuming Work: Stop work by stepping back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below, and rod mortar or grout into core. MORTAR BEDDING AND JOINTING Lay hollow CMUs as follows: l. Bed face shells in mortar and make head joints of depth equal to bed joints. 2. Bed webs in mortar in all courses of piers, columns, and pilasters. 3. Bed webs in mortar in grouted masonry, including starting course on footings. B. Lay solid CMUs with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. CONCRETE UNIT MASONRY 042200 - 8 3.6 3.7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Set cast-stone trim units in full bed of mortar with full vertical joints. Fill dowel, anchor, and similar holes. D. E. F. G. A. 1. Clean soiled surfaces with fiber brush and soap powder and rinse thoroughly with clear water. 2. Wet joint surfaces thoroughly before applying mortar. 3. Rake out mortar joints for pointing with sealant. Rake out mortar joints at pre-faced CMUs to a uniform depth of 1/4 inch (6 mm) and point with epoxy mortar to comply with epoxy-mortar manufacturer's written instructions. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes ( other than paint) unless otherwise indicated. Cut joints flush where indicated to receive waterproofing unless otherwise indicated. REINFORCED UNIT MASONRY INSTALLATION Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. 1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other loads that may be placed on them during construction. B. Placing Reinforcement: Comply with requirements in TMS 602/ ACI 530.1/ ASCE 6. C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. A. 1. Comply with requirements in TMS 602/ ACI 530.1/ ASCE 6 for cleanouts and for grout placement, including minimum grout space and maximum pour height. 2. Limit height of vertical grout pours to not more than 60 inches (1520 mm). FIELD QUALITY CONTROL Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. B. Inspections: Special inspections according to Level C in TMS 402/ACI 530/ASCE 5. CONCRETE UNIT MASONRY 042200 - 9 3.8 3.9 C. D. E. F. G. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Begin masonry construction only after inspectors have verified proportions of site- prepared mortar. 2. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations of reinforcement. 3. Place grout only after inspectors have verified proportions of site-prepared grout. Testing Prior to Construction: One set of tests. Testing Frequency: One set of tests for each 5000 sq. ft. (464 sq. m) of wall area or portion thereof. Concrete Masonry Unit Test: For each type of unit provided, according to ASTM C 140 for compressive strength. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided, according to ASTM C 780. Grout Test (Compressive Strength): For each mix provided, according to ASTM C 1019. REPAIRING, POINTING, AND CLEANING Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including comers, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: A. 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. 3. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 4. Clean concrete masonry by applicable cleaning methods indicated in NCMA TEK 8-4A. MASONRY WASTE DISPOSAL Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. CONCRETE UNIT MASONRY 042200 -10 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF B. Masonry Waste Recycling: Return broken CMUs not used as fill to manufacturer for recycling. C. Excess Masonry Waste: Remove excess clean masonry waste, as described above or recycled, and other masonry waste, and legally dispose of off Owner's property. END OF SECTION 042200 CONCRETE UNIT MASONRY 042200 -11 SECTION 061000 -ROUGH CARPENTRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division O 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Framing with engineered wood products. 3. Rooftop equipment bases and support curbs. 4. Wood blocking, cants, and nailers. B. Related Requirements: 1. Section 061600 "Sheathing" for sheathing, subflooring, and underlayment. 1.3 DEFINITIONS A. Boards or Strips: Lumber of less than 2 inches nominal (38 mm actual) size in least dimension. B. Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) size or greater but less than 5 inches nominal (114 mm actual) size in least dimension. 1.4 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 1.5 INFORMATIONAL SUBMITTALS A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. ROUGH CARPENTRY 061000 - 1 B. Evaluation Reports: For the following, from ICC-ES: 1. Wood-preservative-treated wood. 2. Engineered wood products. 3. Power-driven fasteners. 4. Post-installed anchors. 5. Metal framing anchors. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: For testing agency providing classification marking for fire- retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. 1.7 DELIVERY, STORAGE, AND HANDLING A. Stack wood products flat with spacers beneath and between each bundle to provide air circulation. Protect wood products from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 -PRODUCTS 2.1 A. WOOD PRODUCTS, GENERAL Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece. 3. Dress lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project. 1. Allowable design stresses, as published by manufacturer, shall meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. ROUGH CARPENTRY 061000 - 2 2.2 2.3 2.4 A. WOOD-PRESERVATIVE-TREATED LUMBER CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Preservative Treatment by Pressure Process: AWPA Ul; Use Category UC2 for interior construction not in contact with ground. I. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: A. A. l. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete. 3. Wood floor plates that are installed over concrete slabs-on-grade. DIMENSION LUMBER FRAMING Joists and Rafters: No. 1 grade. I. Species: a. Douglas fir-larch; WCLIB or WWPA. MISCELLANEOUS LUMBER General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: I. Blocking. 2. Nailers. 3. Rooftop equipment bases and support curbs. 4. Cants. B. Dimension Lumber Items: Construction or No. 2 grade lumber of any of the following species: I. Hem-fir (north); NLGA. 2. Mixed southern pine or southern pine; SPIB. 3. Spruce-pine-fir; NLGA. 4. Hem-fir; WCLIB or WWPA. 5. Spruce-pine-fir (south); NeLMA, WCLIB, or WWPA. 6. Western woods; WCLIB or WWPA. ROUGH CARPENTRY 061000 - 3 7. Northern species; NLGA. 8. Eastern softwoods; NeLMA. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Concealed Boards: 19 percent maximum moisture content and the following species and grades: 1. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA. D. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. E. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. F. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. 2.5 FASTENERS A. General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless steel. B. Nails, Brads, and Staples: ASTM F 1667. C. Post-Installed Anchors: As indicated on the construction drawings. 2.6 METAL FRAMING ANCHORS A. Manufacturers: Simpson Strong-Tie B. Allowable design loads, as published by manufacturer, shall meet or exceed those of products of manufacturers listed. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to withstand same loads as framing anchors. C. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Zl80) coating designation. 1. Use for interior locations unless otherwise indicated. D. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high- strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G185 (Z550) coating designation; and not less than 0.036 inch (0.9 mm) thick. ROUGH CARPENTRY 061000 -4 2.7 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1. Use for wood-preservative-treated lumber and where indicated. E. Stainless-Steel Sheet: ASTM A 666, Type 304. F. G. H. A. B. I. Use for exterior locations and where indicated. Joist Hangers: As indicated on the construction drawings. Bridging: As indicated on the construction drawings. Joist Ties: As indicated on the construction drawings. MISCELLANEOUS MATERIALS Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch (0.6 mm). Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2- propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient. PART 3 -EXECUTION 3.1 A. B. C. D. E. F. INSTALLATION, GENERAL Framing Standard: Comply with AF&PA's WCD I, "Details for Conventional Wood Frame Construction," unless otherwise indicated. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring, nailers, blocking, and similar supports to comply with requirements for attaching other construction. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. Do not splice structural members between supports unless otherwise indicated. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. 1. Provide metal clips for fastening gypsum board or lath at comers and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches (406 mm) o.c. ROUGH CARPENTRY 061000 - 5 3.2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF G. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: 1. Fire block concealed spaces between floor sleepers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. (9.3 sq. m) and to solidly fill space below partitions. 2. Fire block concealed spaces behind combustible cornices and exterior trim at not more than 20 feet (6 m) o.c. H. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. I. Comply with A WPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. 1. Use inorganic boron for items that are continuously protected from liquid water. 2. Use copper naphthenate for items not continuously protected from liquid water. J. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in the 2016 California Building Code (CBC). 2. ICC-ES evaluation report for fastener. K. Use steel common wire nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. L. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. A. B. 1. Comply with indicated fastener patterns where applicable. 2. Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with wood filler. 3. Use common wire nails unless otherwise indicated. Drive nails snug but do not countersink nail heads. WOOD BLOCKING, AND NAILER INSTALLATION Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. ROUGH CARPENTRY 061000 - 6 3.3 WOOD FURRING INSTALLATION CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal-(19-by-63- mm actual-) size furring vertically at 24 inches (610 mm) o.c. C. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal-(19-by-38-mm actual-) size furring vertically at 16 inches (406 mm) o.c. 3.4 CEILING JOIST AND RAFTER FRAMING INSTALLATION A. Ceiling Joists: Install with crown edge up and complying with requirements specified above for floor joists. Face nail to ends of parallel rafters. 1. Where ceiling joists are at right angles to rafters, provide additional short joists parallel to rafters from wall plate to first joist; nail to ends of rafters and to top plate, and nail to first joist or anchor with framing anchors or metal straps. Provide 1-by-8-inch nominal-(19- by-184-mm actual-) size or 2-by-4-inch nominal-(38-by-89-mm actual-) size stringers spaced 48 inches (1200 mm) o.c. crosswise over main ceiling joists. B. Rafters: Notch to fit exterior wall plates and toe nail and use metal framing anchors as indicated. Double rafters to form headers and trimmers at openings in roof framing, if any, and support with metal hangers. Where rafters abut at ridge, place directly opposite each other and nail to ridge member or use metal ridge hangers. 3.5 PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA- registered label. END OF SECTION 061000 ROUGH CARPENTRY 061000 - 7 SECTION 061600 -SHEATHING PART 1 -GENERAL 1.1 RELATED DOCUMENTS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division O l Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Roof sheathing. B. Related Requirements: 1. Section 061000 "Rough Carpentry" for plywood backing panels. 1.3 DELIVERY, STORAGE, AND HANDLING A. Stack panels flat with spacers beneath and between each bundle to provide air circulation. Protect sheathing from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 -PRODUCTS 2.1 WOOD PANEL PRODUCTS A. Emissions: Products shall meet the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Thickness: As needed to comply with requirements specified, but not less than thickness indicated. C. Factory mark panels to indicate compliance with applicable standard. 2.2 ROOF SHEATHING A. Plywood Sheathing: Either DOC PS 1 or DOC PS 2, Exposure 1, Structural I sheathing. l. Span Rating: Not less than 24/16. 2. Nominal Thickness: Not less than 1/2 inch (13 mm). SHEATHING 061600 - 1 2.3 A. FASTENERS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. I. For roof sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless steel. B. Nails, Brads, and Staples: ASTM F 1667. C. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. D. Screws for Fastening Sheathing to Wood Framing: ASTM C 1002. PART 3 -EXECUTION 3.1 A. B. C. INSTALLATION, GENERAL Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. Securely attach to substrate by fastening as indicated, complying with the following: I. Table 2304.9.1, "Fastening Schedule," in the 2016 California Building Code. 2. ICC-ES evaluation report for fastener. D. Use common wire nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood. E. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. F. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements. G. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. SHEATHING 061600 -2 3.2 WOOD STRUCTURAL PANEL INSTALLATION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide," for types of structural-use panels and applications indicated. B. Fastening Methods: Fasten panels as indicated below: 1. Wall and Roof Sheathing: a. Nail to wood framing. b. Space panels 1/8 inch (3 mm) apart at edges and ends. END OF SECTION 061600 SHEATHING 061600 - 3 SECTION 072100 -THERMAL INSULATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Mineral-wool blanket. B. Related Requirements: CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Section 061600 "Sheathing" for foam-plastic board sheathing installed directly over wood or steel framing. 2. Section 075216 "SBS Modified Bituminous Membrane Roofing". 1.2 ACTION SUBMITT ALS A. Product Data: For each type of product. 1.3 INFORMATIONAL SUBMITT ALS A. Product Test Reports: For each product, for tests performed by a qualified testing agency. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect insulation materials from physical damage and from deterioration due to moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation. B. Protect insulation as follows: 1. Do not expose to sunlight except to necessary extent for period of installation and concealment. 2. Protect against ignition at all times. Do not deliver materials to Project site until just before installation time. 3. Quickly complete installation and concealment of insulation in each area of construction. THERMAL INSULATION 072100 - I CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 2 -PRODUCTS 2.1 2.2 2.3 A. B. MINERAL-WOOL BLANKETS Insulation shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 30 percent. C. Mineral-Wool Blanket, Reinforced-Foil Faced: ASTM C 665, Type III (reflective faced), Class A (faced surface with a flame-spread index of 25 or less per ASTM E 84); Category 1 (membrane is a vapor barrier), faced with foil-scrim kraft. A. B. C. A. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Industrial Insulation Group, LLC (IIG-LLC). b. Roxul Inc. c. Thermafiber, Inc.; an Owens Coming company. d. Or equal. INSULATION FASTENERS Adhesively Attached, Spindle-Type Anchors: Plate welded to projecting spindle; capable of holding insulation of specified thickness securely in position with self-locking washer in place. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. AGM Industries, Inc. b. Gemco. c. Or equal. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch-thick galvanized- steel sheet, with beveled edge for increased stiffness, sized as required to hold insulation securely in place, but not less than 1-1/2 inches square or in diameter. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates without damaging insulation, fasteners, or substrates. ACCESSORIES Insulation for Miscellaneous Voids: THERMAL INSULATION 072100 - 2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1. Glass-Fiber Insulation: ASTM C 764, Type II, loose fill; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E 84. 2. Spray Polyurethane Foam Insulation: ASTM C 1029, Type II, closed cell, with maximum flame-spread and smoke-developed indexes of75 and 450, respectively, per ASTM E 84. 3. Adhesives shall have a VOC content of 70 g/L or less. 4. Adhesive shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Wire: Straight, rigid wire galvanized fasteners for joist spacings of 24 inches. Spacing of fasteners as required to prevent sagging of the insulation, minimum of 12 inches apart and not more than 6 inches from ends of the insulation. PART 3 -EXECUTION 3.1 A. 3.2 A. B. C. D. 3.3 A. PREPARATION Clean substrates of substances that are harmful to insulation, including removing projections capable of puncturing insulation or vapor retarders, or that interfere with insulation attachment. INSTALLATION, GENERAL Comply with insulation manufacturer's written instructions applicable to products and applications. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value. INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION Blanket Insulation: Install in cavities formed by framing members according to the following requirements: 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. THERMAL INSULATION 072100 - 3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation. 4. For wood-framed construction, install blankets according to ASTM C 1320 and as follows: a. With faced blankets having stapling flanges, lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it. b. Hold insulation in place by securing metal wire straps to adjacent wood framing. 5. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings, and seal each continuous area of insulation to ensure airtight installation. a. Set units with facing placed toward interior of Storage New 107 b. Set units with facing placed toward areas of high humidity. B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Glass-Fiber Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. ( 40 kg/cu. m). 2. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. C. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 072100 THERMAL INSULATION 072100 - 4 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF SECTION 075216 -STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING PART I -GENERAL I.I SUMMARY A. Section Includes: 1. Styrene-butadiene-styrene (SBS)-modified bituminous membrane roofing. 2. New Roof Drain. B. Related Requirements: 1. Section 072 I 00 "Thermal Insulation" for mineral-wool batt insulation at underside of roof sheathing. 2. Section 076200 "Sheet Metal Flashing and Trim" for metal roof flashings and counterflashings. 3. Section 079200 "Joint Sealants" for joint sealants,joint fillers, and joint preparation. 1.2 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D I 079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. 1.3 PREINST ALLA TION MEETINGS A. Preinstallation Roofing Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that affects roofing system. 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216 - I CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work, including: I. Base flashings and membrane terminations. 2. Crickets, saddles, and tapered edge strips, including slopes. C. Samples for Verification: For the following products: I. Cap sheet, of color required. 2. Flashing sheet, of color required. 3. Walkway pads or rolls, of color required. 1.5 INFORMATIONAL SUBMITT ALS A. Qualification Data: For Installer and manufacturer. B. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article. I. Submit evidence of complying with performance requirements. C. Product Test Reports: For components of membrane roofing system, for tests performed by manufacturer and witnessed by a qualified testing agency. D. Research/Evaluation Reports: For components of membrane roofing system, from ICC-ES or UL. E. Sample Warranties: For 'City Warranty Form'. 1.6 CLOSEOUT SUBMITT ALS A. Maintenance Data: For roofing system to include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer that is UL listed for membrane roofing system identical to that used for this Project. B. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-2 1.8 DELIVERY, STORAGE, AND HANDLING CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 1.10 WARRANTY A. Special Warranty: Refer to attached 'City Warranty Form'. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. 2. 3. Johns Manville; a Berkshire Hathaway company. Tremco Inc. Or equal. B. Source Limitations: Obtain components including roof insulation, fasteners, cover board, accessories for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-3 2.2 PERFORMANCE REQUIREMENTS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. General Performance: Installed roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight. B. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. C. Roofing System Design: Tested by a qualified testing agency to resist the following uplift pressures: I. Comer Uplift Pressure: -80 !bf/sq. ft .. 2. Perimeter Uplift Pressure: -53 lbf/sq. ft .. 3. Field-of-Roof Uplift Pressure: -32 !bf/sq. ft .. D. Solar Reflectance Index (SRI): Three-year-aged SRI not less than 64 or initial SRI not less than 82 when calculated according to ASTM E 1980, based on testing identical products by a qualified testing agency. E. Energy Performance: Roofing system shall meet California Title 24 requirements as tested according to CRRC-1. F. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 2.3 ROOFING SHEET MATERIALS A. Sheathing Paper: Red-rosin type, minimum 3 lb/100 sq. ft .. B. Base Sheet: ASTM D 4601, Type II, SBS-modified asphalt-impregnated and -coated sheet, with glass-fiber-reinforcing mat, dusted with fine mineral surfacing on both sides. 1. Weight: 25 lb/100 sq. ft., minimum. C. Roofing Membrane Sheet: ASTM D 6163, Grade S, Type I or II, SBS-modified asphalt sheet (reinforced with glass fibers); smooth surfaced; suitable for application method specified. D. Granule-Surfaced Roofing Cap Sheet: ASTM D 6163, Grade G, Type I or II, SBS-modified asphalt sheet (reinforced with glass fibers); granule surfaced; suitable for application method specified, and as follows: I. Granule Color: Bright White. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-4 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 2.4 BASE FLASHING SHEET MATERIALS A. Backer Sheet: ASTM D 4601, Type II, SBS-modified asphalt-impregnated and -coated, glass- fiber sheet, dusted with fine mineral surfacing on both sides. B. Granule-Surfaced Flashing Sheet: ASTM D 6164, Grade G, Type I or II, SBS-modified asphalt sheet (reinforced with polyester fabric); granule surfaced to match field membrane; suitable for application method specified, and as follows: I. Granule Color: Bright White. C. Glass-Fiber Fabric: Woven glass-fiber cloth, treated with asphalt, complying with ASTM D 1668, Type I. 2.5 AUXILIARY ROOFING MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with roofing. 1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. 2. Adhesives and sealants shall comply with the following limits for VOC content: a. Plastic Foam Adhesives: 50 g/L. b. Gypsum Board and Panel Adhesives: 50 g/L. c. Multipurpose Construction Adhesives: 70 g/L. d. Fiberglass Adhesives: 80 g/L. e. Contact Adhesives: 80 g/L. f. PVC Welding Compounds: 510 g/L. g. Other Adhesives: 250 g/L. h. Single-Ply Roof Membrane Sealants: 450 g/L. i. Nonmembrane Roof Sealants: 300 g/L. j. Sealant Primers for Nonporous Substrates: 250 g/L. k. Sealant Primers for Porous Substrates: 775 g/L. 3. Adhesives and sealants shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Cold-Applied Adhesive: Roofing system manufacturer's standard asphalt-based, one-or two- part, asbestos-free, cold-applied adhesive specially formulated for compatibility and use with SBS Modified membranes. C. Modified Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system manufacturer for application. D. Mastic Sealant: Polyisobutylene, plain or modified bitumen; nonhardening, nonmigrating, non- skinning, and nondrying. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-5 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF E. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Global 4470, designed for fastening roofing components to substrate; tested by manufacturer for required pullout strength, and acceptable to roofing system manufacturer. F. Roofing Granules: provided by Roofing System Manufacturer to match field membrane, color to match roofing. G. Miscellaneous Accessories: Provide those recommended by roofing system manufacturer. 2.6 ROOF SPECIAL TIES A. Roof Drain: I. Basis-of-Design: J.R. Smith Manufacturing Co. a. Model: No. 1800 Roof and Overflow Drain Assembly b. Description: Galvanized cast iron body with flashing clamp, sump receiver, and polyethylene dome. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work: 1. Verify that roof openings and penetrations are in place, curbs are set and braced,.and roof- drain bodies are securely clamped in place. 2. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. 3. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch out of plane relative to adjoining deck. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast. 3.3 INSTALLATION, GENERAL A. Comply with roofing system manufacturer's written instructions. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Substrate-Joint Penetrations: Prevent roofing asphalt and adhesives from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. 3.4 ROOFING INSTALLATION, GENERAL A. Install roofing system according to roofing system manufacturer's written instructions and applicable recommendations in ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer Modified Bitumen Roofing" and as follows: 1. Deck Type: N (nailable). 2. Adhering Method: CA (cold-applied adhesive). 3. Number of Glass-Fiber Base Sheets: One. 4. Number of SBS-Modified Asphalt Sheets: Two. 5. Surfacing Type: M (mineral-granule-surfaced cap sheet). B. Coordinate installation of roofing system so insulation and other components of the roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast. 1. Provide tie-offs at end of each day's work to cover exposed roofing sheets and insulation with a course of coated felt set in roofing cement, with joints and edges sealed. 2. Complete terminations and base flashings, and provide temporary seals to prevent water from entering completed sections of roofing system. 3. Remove and discard temporary seals before beginning work on adjoining roofing. 3.5 ,BASE-PLY SHEET INSTALLATION A. Fasten all glass-fiber base sheets according to roofing system manufacturer's written instructions starting at low point of roofing system. Align glass-fiber base-ply sheets without stretching. Extend sheets over and terminate beyond cants. 3.6 SBS-MODIFIED BITUMINOUS MEMBRANE INSTALLATION A. Install modified bituminous roofing sheet and cap sheet with cold adhesive according to roofing manufacturer's written instructions, starting at low point of roofing system. Extend roofing membrane sheets over and terminate beyond cants, installing as follows: 1. Unroll roofing sheets and allow them to relax for minimum time period required by manufacturer. B. Laps: Accurately align roofing sheets, without stretching, and maintain uniform side and end laps. Stagger end laps. Completely bond and seal laps, leaving no voids. 1. Repair tears and voids in laps and lapped seams not completely sealed. 2. Apply roofing granules to cover exuded bead at laps. C. Install roofing sheets so side and end laps shed water. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216 - 7 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 3.7 FLASHING AND STRIPPING INSTALLATION A. Install base flashing over cant strips and other sloped and vertical surfaces, at roof edges, and at penetrations through roof, and secure to substrates according to roofing system manufacturer's written instructions and as follows: I. Prime substrates with asphalt primer if required by roofing system manufacturer. 2. Backer-Sheet Application: Mechanically fasten backer sheet to walls or parapets. Adhere backer sheet over roofing membrane at cants in cold-applied adhesive. 3. Flashing-Sheet Application: Adhere flashing sheet to substrate in cold-applied adhesive at rate required by roofing system manufacturer. B. Extend base flashing up walls or parapets a minimum of 8 inches above roofing membrane and 6 inches onto field of roofing membrane. C. Mechanically fasten top of base flashing securely at terminations and perimeter of roofing. l. Seal top termination of base flashing with a strip of glass-fiber fabric set in asphalt roofing cement. D. Install roofing cap-sheet stripping where metal flanges and edgings are set on roofing according to roofing system manufacturer's written instructions. 3.8 FIELD QUALITY CONTROL A. Testing Agency: Owner may engage a qualified testing agency to inspect substrate conditions, surface preparation, membrane application, flashings, protection, and drainage components, and to furnish reports to Architect. B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. C. Roofing system will be considered defective if it does not pass tests and inspections. I. Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements. 3.9 PROTECTING AND CLEANING A. Protect roofing system from damage and wear during remainder of construction period. When remaining construction does not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216 - 8 3.10 ROOFING WARRANTY A. Refer to attached 'City Warranty Form'. END OF SECTION 075216 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-9 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF CITY WARRANTY FORM FOR EXECUTION BY MANUFACTURER AND CONTRACTOR FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 Separate from the Contractor's Guarantee Form, the City has developed a Warranty Form for execution and submission by the Roofing Materials Manufacturer and the Contractor. This document is to be signed, notarized and returned to the City upon completion of the contract work. The contract work will not be determined "Complete" until this form has been executed and accepted by the City. An alternate version of this form may be submitted providing that the language on this City Form is replicated in its entirety and not contradicted on such alternate form. Warranty No: ____ _ Building Owner: The City of Carlsbad, California Building Name: CARLSBAD FIRE STATION 5 Address: 2540 Orion Way, Carlsbad, CA 9201 O Contractor: Date of Project Substantial Completion: ____ Date of Final Roof Inspection: ___ _ Roof Area Warranted _____ square feet This Warranty is effective for ten (10) years; from ______ through _____ _ (NSC Date) Manufacturer and Type of Roofing System Installed: ______________ _ ________ ,("Manufacturer") warrants to the owner of the building described above ("City"), that subject to the terms, conditions, and limitations stated herein, Manufacturer will cause to be repaired leaks originating in the roof system (the "System") indicated above as applied to the building which are caused by defects in the materials supplied by Manufacturer or defects in workmanship by a Manufacturer's Authorized Applicator for a period of ten (10) years commencing with the date of Substantial Completion provided by the city for the installation of the System with no monetary limit with respect to System repair costs. TERMS, CONDITIONS, LIMITATIONS 1. City is required to notify Manufacturer on the first business day immediately following the discovery of each leak in the System and confirm in writing within one (1) week. STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216 -10 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. If on Manufacturer's inspection, Manufacturer determines that the leak is caused by a defect in the Manufacturer's material supplied by Manufacturer to the Manufacturer's Authorized Applicator for this building or the workmanship of the Manufacturer's Authorized Applicator, except as provided in the following paragraph four (4) below, Manufacturer's liability shall be limited to Manufacturer's repair of the System, including membrane, insulation and cover board, and the replacement of materials in the System or the substrate under the system, which are determined by Manufacturer and City to be damaged by the leak. 3. Manufacturer shall not be responsible for the removal or cost of removal and/or reinstallation of any components/ materials installed over the Manufacturer's System, including but not limited to, insulation, drainage mat, filter fabric, growing medium, plant life, pavers, gravel, concrete or walkways. 4. This warranty does not apply and may be null and void if any of the following occur: a. The System is damaged by a natural disaster, including without limitation, earthquake, lightning, hail, windstorm, hurricane, tornado, winds in excess of 60 mph or flood; or b. The System is damaged by any act of negligence, accident, or misuse including but not limited to, vandalism, falling objects, civil disobedience, or act of war; or c. The System is damaged by the use of materials not supplied by or approved of in writing by Manufacturer; or d. A deficient pre-existing condition or equipment is causing water entry; or e. There are any alterations or repairs made on or through the completed System, or objects such as but not limited to fixtures, equipment or structures are placed on or attached to the completed System without first obtaining written authorization from Manufacturer; or f. Failure by City to use reasonable care in maintaining the System; or g. Loss of integrity of the building envelope and/or structure including, but not limited to, partial or complete loss of decking, wall siding, windows, doors or other envelope components, or from damage by windblown objects; or h. The System is damaged by structural failures, including without limitation, settling or shifting of the building or movement or cracking or deflection of the roof deck and/or roof structure; or i. The System is damaged by chemical conditions, animals, insects, or other conditions not disclosed in writing to Manufacturer prior to the date of this Warranty; or j. Deficient design applied to the System such as contact with incompatible materials and/or substrates. 5. During the period of the Warranty, Manufacturer, its agents and employees, agree to request and coordinate escorted building access through the City Facilities Maintenance Department during regular business hours. Inspections and maintenance (including removal of debris from roof membranes and cleaning of drains and scuppers) will be performed at years 2 and 5 of the ten (10) year warranty period. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216-11 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 6. Should the System be concealed, the cost of exposure of the System for purposes of Manufacturer's investigation and/or repair, shall be City's responsibility. Cost of removal and replacement of gravel surface shall be the Manufacturer's responsibility. 7. City's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. 8. City is responsible to Manufacturer for all costs attributed to work performed as the result of service calls for items not covered under this Warranty. 9. This Warranty may only be transferred to a subsequent owner of the building within the applicable original warranty period. Under no circumstances, including but not limited to a warranty transfer, shall the original warranty period be deemed extended for any reason. 10. This Warranty shall not become effective unless and until signed by ________ _ (Manufacturer's Authorized Applicator) and Manufacturer ___________ _ 11. Manufacturer shall not be responsible or liable for any consequential or incidental damages caused as a result an any leaks to areas below the roof substrate and its support framing, including other elements of the building structure or contents, loss of use of the structure or any component thereof, or damage to any personal property or persons. 12. This Warranty shall be governed by the laws of the State of California. Manufacturer: (Company name) Authorized Representative of Manufacturer Contractor: (Company name) Manufacturer's Authorized Applicator STYRENE-BUT ADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING Contact Phone Number Contact Phone Number 075216-12 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 076200 -SHEET MET AL FLASHING AND TRIM PART I -GENERAL I.I SUMMARY A. Section Includes: I. Formed low-slope roof sheet metal fabrications. 2. Formed wall sheet metal fabrications. 3. Formed equipment support flashing. 4. Coping 5. Reglets and Counterflashing. B. Related Requirements: I. Section 061000 "Rough Carpentry" for wood nailers, curbs, and blocking. 2. Section 075216 SBS Modified Bituminous Membrane Roofing" for materials and installation of sheet metal flashing and trim integral with roofing. 1.2 COORDINATION A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials. B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leakproof, secure, and noncorrosive installation. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. I. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. B. Shop Drawings: For sheet metal flashing and trim. I. Include plans, elevations, sections, and attachment details. 2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop-and field-assembled work. 3. Include identification of material, thickness, weight, and finish for each item and location in Project. 4. Include details for forming, including profiles, shapes, seams, and dimensions. 5. Include details for joining, supporting, and securing, including layout and spacing of fasteners, cleats, clips, and other attachments. Include pattern of seams. 6. Include details of termination points and assemblies. SHEET METAL FLASHING AND TRIM 076200 - I 7. Include details of special conditions. 8. Include details of connections to adjoining work. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 9. Detail formed flashing and trim at scale of not less than 3 inches per 12 inches. C. Samples for Initial Selection: For each type of sheet metal and accessory indicated with factory- applied finishes. D. Samples for Verification: For each type of exposed finish. 1. Sheet Metal Flashing: 12 inches long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For fabricator. B. Sample Warranty: For special warranty. 1.5 CLOSEOUT SUBMITT ALS A. Maintenance Data: For sheet metal flashing and trim, and its accessones, to include m maintenance manuals. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. B. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for fabrication and installation. 1. Build mockup of typical wall horizontal siding, approximately 4 feet x 4 feet long, including supporting construction cleats, seams, attachments, underlayment, and accessories. 2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. SHEET METAL FLASHING AND TRIM 076200 -2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation. 1.8 WARRANTY A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess ofa No. 8 rating when tested according to ASTM D 4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 A. B. C. 2.2 A. B. PERFORMANCE REQUIREMENTS General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. SHEET METALS General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with smooth, flat surface. 1. Exposed Coil-Coated Finish: SHEET MET AL FLASHING AND TRIM 076200 -3 2.3 2.4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Two--Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Color: Match Architect's sample. From manufacturer's full range of colors. 3. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil. C. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designation; prepainted by coil-coating process to comply with ASTM A 755/A 755M. A. A. 1. Surface: Smooth, flat. COPINGS Metal Copings: Manufactured coping system consisting of metal coping cap in section lengths not exceeding 12 feet, concealed anchorage; with comer units, end cap units, and concealed splice plates with finish matching coping caps. Snap on system. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Johns Manville; a Berkshire Hathaway company (Presto Lock is Basis of Design). b. Sika Samafil. c. GAF Materials Corporation. 2. Formed Aluminum Sheet Coping Caps: Aluminum sheet, 0.050 inch thick. a. Surface: Smooth, flat finish. b. Finish: Two-coat fluoropolymer. c. Color: As selected by Architect from manufacturer's full range (to include Johns Manville Express and Standard colors, or equal range by others). 3. Comers: Factory mitered and continuously welded. 4. Coping-Cap Attachment Method: Snap-on or face leg hooked to continuous cleat with back leg fastener exposed, fabricated from coping-cap material. a. Snap-on Coping Anchor Plates: Concealed, galvanized-steel sheet, 12 inches wide, with integral cleats. b. Face-Leg Cleats: Concealed, continuous galvanized-steel sheet. UNDERLA YMENT MATERIALS Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt-saturated organic felt; nonperforated. SHEET METAL FLASHING AND TRIM 076200 - 4 2.5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip-resistant polyethylene-or polypropylene-film top surface laminated to a layer of butyl-rubber compound adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer. C. A. B. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Carlisle Coatings & Waterproofing Inc. b. GCP Applied Technologies Inc. (formerly Grace Construction Products). c. Henry Company. d. Owens Coming. e. Protecto Wrap Company. 2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher. 3. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower. Slip Sheet: Smooth building paper such as rosin-sized or unsaturated building paper. MISCELLANEOUS MATERIALS General: Provide materials and types of fasteners, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal unless otherwise indicated. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal. 1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened. 2. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel. 3. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. C. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. D. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. SHEET METAL FLASHING AND TRIM 076200 - 5 2.6 A. B. C. D. E. F. 2.7 A. B. C. D. FABRICATION, GENERAL CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible. 1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. 2. Obtain field measurements for accurate fit before shop fabrication. 3. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems. 4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Do not use graphite pencils to mark metal surfaces. LOW-SLOPE ROOF SHEET METAL FABRICATIONS Base Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. Roof-Penetration Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. Reglets: Manufactured units formed to provide secure interlocking of separate reglet and counterflashing pieces, from the following exposed metal: 1. Formed Aluminum: 0.040 inch thick. 2. Comers: Factory mitered and mechanically clinched and sealed watertight. 3. Stucco Type, with 3" minimum upturned vertical leg. Counterflashings: Manufactured units of heights to overlap top edges of base flashings by 4 inches and in lengths not exceeding 12 feet designed to snap into reglets and compress against base flashings with joints lapped, from the following exposed metal: 1. Formed Aluminum: 0.032 inch thick. SHEET METAL FLASHING AND TRIM 076200 - 6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Accessories: 2.8 A. 2.9 A. 2.10 A. B. C. D. 1. Counterflashing Wind-Restraint Clips: Provide clips to be installed before counterflashing to prevent wind uplift of counterflashing lower edge. WALL SHEET METAL FABRICATIONS Wall Horizontal Siding Bands: Fabricate horizontal bands by brake forming into horizontal bands. Fasten with concealed cleats. Fabricate from the following materials: 1. Aluminum: 0.040 inch thick. MISCELLANEOUS SHEET METAL FABRICATIONS Equipment Support Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. FINISHES Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. Coil-Coated Galvanized-Steel Sheet Finishes: 1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with ASTM A 755/A 755M and coating and resin manufacturers' written instructions. a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. b. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of0.5 mil. E. Coil-Coated Aluminum Sheet Finishes: 1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. SHEET METAL FLASHING AND TRIM 076200 - 7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. b. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2. Clear Anodic Finish: AAMA 611, AA-Ml2C22A31, Class II, 0.010 mm or thicker. Where indicated. F. Aluminum Extrusion Finishes: 1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. b. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. PART 3 -EXECUTION 3.1 A. B. 3.2 A. B. EXAMINATION Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. 3. Verify that air-or water-resistant barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration. Proceed with installation only after unsatisfactory conditions have been corrected. UNDERLAYMENT INSTALLATION Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature SHEET METAL FLASHING AND TRIM 076200 -8 3.3 A. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF restnct10ns of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days. INSTALLATION, GENERAL General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. l. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks. 5. Torch cutting of sheet metal flashing and trim is not permitted. 6. Do not use graphite pencils to mark metal surfaces. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure- treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of l O feet with no joints within 24 inches of comer or intersection. D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. F. Seal joints as required for watertight construction. l. Use sealant-filled joints unless otherwise indicated. Embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is between 40 and 70 deg F, set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F. SHEET METAL FLASHING AND TRIM 076200 -9 3.4 A. B. C. D. 3.5 A. B. 3.6 A. B. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants." ROOF FLASHING INSTALLATION General: Install sheet metal flashing and trim to comply with performance requirements and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant. Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant, extending minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints minimum of 4 inches. Secure in waterproof manner by means of interlocking folded seam or blind rivets and sealant unless otherwise indicated. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to pipes that penetrate roof. COPING INSTALLATION Install cleats, anchor plates, and other anchoring and attachment accessories and devices with concealed fasteners. Anchor copings with manufacturer's required devices, fasteners, and fastener spacing to meet performance requirements. l. Interlock face and back leg drip edges of snap-on coping cap into cleated anchor plates anchored to substrate at manufacturer's required spacing that meets performance requirements. 2. Interlock face-leg drip edge into continuous cleat anchored to substrate at manufacturer's required spacing that meets performance requirements. Anchor back leg of coping with screw fasteners and elastomeric washers at manufacturer's required spacing that meets performance requirements. REGLET AND COUNTERFLASHING INSTALLATION General: Coordinate installation of reglets and counterflashings with installation of base flashings. Surface-Mounted Reglets: Install reglets to receive flashings where flashing without embedded reglets is indicated on Drawings. Install at height so that inserted counterflashings overlap 4 inches over top edge of base flashings. SHEET METAL FLASHING AND TRIM 076200 -10 3.7 3.8 3.9 C. A. A. A. B. C. D. E. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF Counterflashings: Insert counterflashings into reglets or other indicated receivers; ensure that counterflashings overlap 4 inches over top edge of base flashings. Lap counterflashing joints a minimum of 4 inches and bed with butyl sealant. Fit counterflashings tightly to base flashings. MISCELLANEOUS FLASHING INSTALLATION Equipment Support Flashing: Coordinate installation of equipment support flashing with installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member. ERECTION TOLERANCES Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. CLEANING AND PROTECTION Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. Clean and neutralize flux materials. Clean off excess solder. Clean off excess sealants. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain sheet metal flashing and trim in clean condition during construction. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 076200 SHEET METAL FLASHING AND TRIM 076200 -11 SECTION 079200 -JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Nonstaining silicone joint sealants. 2. Urethane joint sealants. 3. Mildew-resistant joint sealants. 1.2 ACTION SUBMITT ALS A. Product Data: For each joint-sealant product. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application, joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.3 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Product Test Reports: For each kind of joint sealant, for tests performed by a qualified testing agency. C. Sample Warranties: For special warranties. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative who 1s trained and approved by manufacturer. 1.5 PRECONSTRUCTION TESTING 1. Testing will not be required if joint-sealant manufacturers submit data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, staining of, and compatibility with joint substrates and other materials matching those submitted. JOINT SEALANTS 079200 - 1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.6 FIELD CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1. 7 WARRANTY A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: 1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 -PRODUCTS 2.1 A. B. JOINT SEALANTS, GENERAL Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. VOC Content: Sealants and sealant primers shall comply with the following: 1. Architectural sealants shall have a VOC content of 250 g/L or less. 2. Sealants and sealant primers for nonporous substrates shall have a VOC content of 250 g/L or less. JOINT SEALANTS 079200 -2 2.2 2.3 2.4 C. A. B. A. A. B. 3. 4. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF Sealants and sealant primers for porous substrates shall have a VOC content of 775 g/L or less. Sealant shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. NONSTAINING SILICONE JOINT SEALANTS Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Dow Coming Corporation. b. Pecora Corporation. c. Tremco Incorporated. d. Or equal. URETHANE JOINT SEALANTS Urethane, S, NS, 25, T, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic-and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Uses T and NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. b. C. BASF Corporation; Construction Systems. LymTal International Inc. Or equal. MILDEW-RESISTANT JOINT SEALANTS Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: JOINT SEALANTS 079200 - 3 2.5 A. 2.6 A. B. C. 2.7 A. B. a. b. C. d. Dow Corning Corporation. Pecora Corporation. Tremco Incorporated. Or equal. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF BUTYL JOINT SEALANTS Butyl-Rubber-Based Joint Sealants: ASTM C 1311. I. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Bostik, Inc. b. Pecora Corporation. c. Or equal. JOINT-SEALANT BACKING Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. I. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. b. C. d. Alcot Plastics Ltd. BASF Corporation; Construction Systems. Construction Foam Products; a division ofNomaco, Inc. Or equal. Cylindrical Sealant Backings: ASTM C 1330, Type C ( closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. MISCELLANEOUS MATERIALS Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. JOINT SEALANTS 079200 - 4 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 -EXECUTION 3.1 3.2 A. B. A. EXAMINATION Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints ( except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. b. Unglazed surfaces of ceramic tile. c. Exterior insulation and finish systems. 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal. b. Glass. c. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or JOINT SEALANTS 079200 - 5 3.3 3.4 A. B. C. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. INSTALLATION OF JOINT SEALANTS General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application, and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling ofNonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. A. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. CLEANING Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. JOINT SEALANTS 079200 - 6 3.5 3.6 A. A. PROTECTION CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. JOINT-SEALANT SCHEDULE Joint-Sealant Application: Exterior joints in horizontal traffic surfaces. 1. Joint Locations: a. Isolation and contraction joints in cast-in-place concrete slabs. b. Tile control and expansion joints. c. Joints between different materials listed above. d. Other joints as indicated on Drawings. 2. Joint Sealant: S, NS, 25, T, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Construction joints in cast-in-place concrete. b. Joints in exterior insulation and finish systems. c. Joints between metal panels. d. Joints between different materials listed above. e. Perimeter joints between materials listed above and frames of doors windows and louvers. f. Control and expansion joints in overhead surfaces. g. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces. 1. Joint Locations: a. Isolation joints in cast-in-place concrete slabs. b. Control and expansion joints in tile flooring. c. Other joints as indicated on Drawings. 2. Joint Sealant: S, NS, 25, T, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces. JOINT SEALANTS 079200 - 7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Tile control and expansion joints. c. Vertical joints on exposed surfaces of walls and partitions. d. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. E. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints where indicated. c. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, mildew resistant, acid curing, S, NS, 25, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. F. Joint-Sealant Application: Concealed mastics. l. Joint Locations: a. Aluminum thresholds. b. Sill plates. c. Other joints as indicated on Drawings. 2. Joint Sealant: Butyl-rubber based. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 079200 JOINT SEALANTS 079200 - 8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 081113 -HOLLOW MET AL DOORS AND FRAMES PART 1 -GENERAL 1.1 SUMMARY A. Section includes: 1. Interior hollow-metal doors and frames. B. Related Requirements: 1. Section 087100 "Door Hardware" for door hardware for hollow-metal doors. 2. Section 09 91 23 "Interior Painting" for field painting of interior doors and frames. 1.2 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. 1.3 COORDINATION A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems. 1.4 ACTION SUBMITT ALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, core descriptions, fire-resistance ratings, and finishes. B. Shop Drawings: Include the following: 1. Elevations of each door type. 2. Details of doors, including vertical-and horizontal-edge details and metal thicknesses. 3. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4. Locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of electrical raceway and preparation for electrified hardware, access control systems, and security systems. 7. Details of anchorages, joints, field splices, and connections. HOLLOW METAL DOORS AND FRAMES 081113 -1 8. Details of accessories. 9. Details of moldings, removable stops, and glazing. C. Samples for Verification: CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Finishes: For each type of exposed finish required, prepared on Samples of not less than 3 by 5 inches. D. Product Schedule: For hollow-metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final door hardware schedule. 1.5 INFORMATIONAL SUBMITTALS A. Product Test Reports: For each type of hollow-metal door and frame assembly, for tests performed by a qualified testing agency. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1. Provide additional protection to prevent damage to factory-finished units. B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch-high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation. PART 2 -PRODUCTS 2.1 A. MANUFACTURERS Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ceco Door; ASSA ABLOY. 2. Curries Company; ASSA ABLOY. 3. Steelcraft; an Allegion brand. 4. Or equal. HOLLOW METAL DOORS AND FRAMES 081113 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 PERFORMANCE REQUIREMENTS A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 1 0C. 1. Smoke-and Draft-Control Assemblies: Provide assemblies with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105. B. Fire-Rated, Borrowed-Lite Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9. 2.3 INTERIOR HOLLOW METAL DOORS AND FRAMES A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Heavy-Duty Doors and Frames: SDI A250.8, Level 2; SDI A250.4, Level B. At locations indicated in the Door and Frame Schedule. 1. Doors: a. Type: As indicated in the Door and Frame Schedule. b. Thickness: 1-3/4 inches. c. Edge Construction: Model 2, Seamless. d. Edge Bevel: Provide manufacturer's standard beveled or square edges. e. Core: Honeycomb. f. Fire-Rated Core: Manufacturer's standard vertical steel stiffener core for fire-rated doors. 2. Frames: a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch. b. Construction: Full profile welded. 3. Exposed Finish: Prime. 2.4 HOLLOW-METAL PANELS A. Provide hollow-metal panels of same materials, construction, and finish as adjacent door assemblies. 2.5 FRAME ANCHORS A. Jamb Anchors: HOLLOW MET AL DOORS AND FRAMES 081113 - 3 2.6 2.7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated. 2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet. 3. Postinstalled Expansion Anchor: Minimum 3/8-inch-diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer. B. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor. C. Floor Anchors for Concrete Slabs with Underlayment: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at top of underlayment. D. Material: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. A. B. C. D. E. F. G. A. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 101 IM; hot-dip galvanized according to ASTM A 153/A 153M, Class B. MATERIALS Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke- developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. Glazing: Comply with requirements in Section 088000 "Glazing." FABRICATION Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames. HOLLOW MET AL DOORS AND FRAMES 081113 - 4 2.8 2.9 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Sidelite and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by welding. 2. Provide countersunk, flat-or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 3. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers. B. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. A. A. 1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 2. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware. STEEL FINISHES Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: Manufacturer's standard, fast-curing, lead-and chromate-free primer complying with SDI A250. l O; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. LOUVERS Provide louvers for interior doors, where indicated, which comply with SDI 111, with blades or baffles formed of0.020-inch-thick, cold-rolled steel sheet set into 0.032-inch-thick steel frame. 1. Sightproof Louver: Stationary louvers constructed with inverted-V or inverted-Y blades. B. Form comers of moldings with hairline joints. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. PART 3 -EXECUTION 3.1 A. B. PREPARATION Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. HOLLOW METAL DOORS AND FRAMES 081113 - 5 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 3.2 INSTALLATION 3.3 A. General: Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions. B. Hollow-Metal Frames: Comply with SDI A250. l l. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work. a. Where frames are fabricated in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Touch-up finishes. b. Install frames with removable stops located on secure side of opening. 2. Fire-Rated Openings: Install frames according to NFPA 80. 3. Floor Anchors: Secure with postinstalled expansion anchors. 4. Solidly pack mineral-fiber insulation inside frames. 5. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout or mortar. 6. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. 7. Installation Tolerances: Adjust hollow-metal frames to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face comers of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below. D. A. 1. Non-Fire-Rated Steel Doors: Comply with SDI A250.8. 2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3. Smoke-Control Doors: Install doors according to NFPA 105. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow- metal manufacturer's written instructions. CLEANING AND TOUCHUP Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. HOLLOW METAL DOORS AND FRAMES 081113-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. C. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081113 HOLLOW METAL DOORS AND FRAMES 081113 -7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 083600 SECTIONAL OVERHEAD DOORS PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES 1. Steel Sectional Overhead Doors. 2. Electric Operators and Controls. 3. Operating Hardware, tracks, and support. 1.2 RELATED SECTIONS A. Section 042200 -"Concrete Unit Masonry": Prepared opening in masonry. Execution requirements for placement of anchors in masonry wall construction. B. Section 079200 -"Joint Sealants": Perimeter sealant and backup materials. C. Section 087100 -"Door Hardware": Cylinder locks. D. Section 260533 -"Raceway and Boxes for Electrical Systems": Conduit from control station to door operator. 1.3 REFERENCES A. ANSI/DASMA 102 -American National Standard Specifications for Sectional Overhead Type Doors. 1.4 DESIGN/ PERFORMANCE REQUIREMENTS A. Wind Loads: Design and size components to withstand loads caused by pressure and suction of wind acting normal to plane of wall as calculated in accordance with applicable code. B. Wiring Connections: Requirements for electrical characteristics. 1. 115 volts, single phase, 60 Hz. C. Single-Source Responsibility: Provide doors, tracks, motors, and accessories from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components. 1.5 SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. SECTIONAL OVERHEAD DOORS 083600-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Shop Drawings: Indicate plans and elevations including opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details. C. Manufacturer's Certificates: Certify products meet or exceed specified requirements. D. Operation and Maintenance Data. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience. B. Installer Qualifications: Authorized representative of the manufacturer with minimum five years documented experience. C. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories, Inc. acceptable to authority having jurisdiction as suitable for purpose specified. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened labeled packaging until ready for installation. B. Protect materials from exposure to moisture until ready for installation. C. Store materials in a dry, ventilated weathertight location. 1.8 PROJECT CONDITIONS A. Pre-Installation Conference: Convene a pre-installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: 1. Overhead Door Corp., 2501 S. State Hwy. 121, Suite 200, Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275-3290. Phone: (469) 549-7100. Fax: (972) 906- 1499. Web Site: www.overheaddoor.com. E-mail: sales@overheaddoor.com. 2. Or Equal 2.2 SECTIONAL STEEL OVERHEAD DOORS A. Sectional Overhead Steel Doors: 420 Series Steel Doors by Overhead Door Corporation. Units shall have the following characteristics: SECTIONAL OVERHEAD DOORS 083600-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Door Assembly: Steel door assembly with rabbeted meeting rails to form weathertight joints and provide full-width interlocking structural rigidity. a. Panel Thickness: 2 inches (51 mm). b. Exterior Surface: Ribbed. c. Section Material: 20 gauge, galvanized steel. d. Center and End Stiles: 16 gauge steel. e. Springs: Above Head 1) 50,000 cycles. 2. Finish and Color: Two coat baked-on polyester, white color. 3. Windload Design: Provide to meet the Design/Performance requirements specified. 4. Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races. 5. Lock: a. Interior mounted slide lock with interlock switch for automatic operator. 6. Weatherstripping: a. Flexible bulb-type strip at bottom section. b. Flexible Jamb seals. c. Flexible Header seal. 7. Track: Provide track as recommended by manufacturer to suit loading required and clearances available. 8. Manual Operation: Chain hoist. 9. Electric Motor Operation: Provide UL listed electric operator, size and type as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than 1 foot per second. Operator shall meet UL325/2010 requirements for continuous monitoring of safety devices. a. Entrapment Protection: Required for momentary contact, includes radio control operation. 1) Pneumatic sensing edge up to 18 feet (5.5 m) wide. Constant contact only complying with UL 325/2010. 2) Electric sensing edge monitored to meet UL 325/2010. 3) Photoelectric sensors monitored to meet UL 325/2010. b. Operator Controls: 1) Push-button operated control stations with open, close, and stop buttons. 2) Key operated control stations with open, close, and stop buttons. 3) Push-button and key operated control stations with open, close, and stop buttons. 4) Surface mounting. 5) Interior location. 6) Exterior location. 7) Both interior and exterior location. c. Special Operation: 1) Door timer operation. 2) Commercial light package. PART 3 EXECUTION SECTIONAL OVERHEAD DOORS 083600-3 3.1 EXAMINATION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Do not begin installation until openings have been properly prepared. B. Verify wall openings are ready to receive work and opening dimensions and tolerances are within specified limits. C. Verify electric power is available and of correct characteristics. D. If preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION A. Install overhead doors and track in accordance with approved shop drawings and the manufacturer's printed instructions. B. Coordinate installation with adjacent work to ensure proper clearances and allow for maintenance. C. Anchor assembly to wall construction and building framing without distortion or stress. D. Securely brace door tracks suspended from structure. Secure tracks to structural members only. E. Fit and align door assembly including hardware. F. Coordinate installation of electrical service. Complete power and control wiring from disconnect to unit components. 3.4 CLEANING AND ADJUSTING A. Adjust door assembly to smooth operation and in full contact with weatherstripping. B. Clean doors, frames and glass. C. Remove temporary labels and visible markings. 3.5 PROTECTION A. Do not permit construction traffic through overhead door openings after adjustment and cleaning. SECTIONAL OVERHEAD DOORS 083600-4 B. Protect installed products until completion of project. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Touch-up, damaged coatings and finishes and repair minor damage before Substantial Completion. END OF SECTION SECTIONAL OVERHEAD DOORS 083600-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 086200 -UNIT SKYLIGHTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Unit skylights mounted on site-erected curbs. B. Related Requirements: 1. Section 061000 -Rough Carpentry 2. Section 075216 -SBS Modified Bituminous Membrane Roofing 3. Section 079200 -Joint Sealants 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITT ALS 1.4 A. Product Data: For each type of unit skylight. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for unit skylights. B. Shop Drawings: For unit skylight work. C. D. E. A. B. 1. Include plans, elevations, sections, details, and connections to supporting structure and other adjoining work. Aluminum Finish Samples: For each type of exposed finish required, in a representative section of each unit skylight in manufacturer's standard size. Glazing Samples: For each color and finish of glazing indicated, 12 inches square and of same thickness indicated for the final Work. Product Schedule: For unit skylights. Use same designations indicated on Drawings. INFORMATIONAL SUBMITTALS Qualification Data: For qualified Installer and manufacturer. Product Test Reports: For each type and size of unit skylight, for tests performed within the last four years by a qualified testing agency. Test results based on testing of smaller unit skylights than specified will not be accepted. UNIT SKYLIGHTS 086200 - 1 C. Sample Warranty: For special warranty. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.5 CLOSEOUT SUBMITT ALS A. Maintenance Data: For unit skylights to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A manufacturer capable of fabricating unit skylights that meet or exceed performance requirements indicated and of documenting this performance by inclusion in lists and by labels, test reports, and calculations. B. Installer Qualifications: An installer acceptable to unit skylight manufacturer for installation of units required for this Project. l. 7 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of unit skylights that fail in materials or workmanship within specified warranty period. l. Failures include, but are not limited to, the following: a. Uncontrolled water leakage. b. Deterioration of metals, metal finishes, and other materials beyond normal weathering. c. Yellowing of acrylic glazing. d. Breakage of polycarbonate glazing. e. Deterioration of insulating-glass hermetic seal. 2. Warranty Period: Five years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 A. MANUFACTURERS Basis-of-Design Product: Subject to compliance with requirements, provide Bristolite Daylighting Systems, ALT-CM-2 Unit Skylight or comparable product by one of the following: 1. Velux America LLC. 2. Wasco Skylights. 2.2 PERFORMANCE REQUIREMENTS A. Unit Skylight Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. 1. Performance Class and Grade: Class CW-PG 40. UNIT SKYLIGHTS 086200 - 2 2.3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Certification: AAMA-, WDMA-, or CSA-certified unit skylights with label attached to each. B. Thermal Transmittance: NFRC 100 maximum U-factor of0.70 Btu/sq. ft. x h x deg F. C. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum SHGC of 0.31. D. Outside-Inside Transmission Class (OITC): Rated for not less than 30 OITC when tested for laboratory sound transmission loss according to ASTM E 90 and determined by ASTM E 1332. E. Windborne-Debris-Impact Resistance: Provide unit skylights that pass basic-protection testing requirements in ASTM E 1996 for Wind Zone 1 when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than unit skylights indicated for use on Project and shall be installed in same manner as unit skylights indicated for use on Project. A. B. C. 1. Large-Missile Test: For unit skylights located within 30 feet of grade. 2. Small-Missile Test: For unit skylights located more than 30 feet above grade. UNIT SKYLIGHTS General: Provide factory-assembled unit skylights that include glazing, extruded-aluminum glazing retainers, gaskets, and inner frames and that are capable of withstanding performance requirements indicated. Unit Shape and Size: As indicated. Acrylic Glazing: ASTM D 4802, thermoformable, monolithic sheet, category as standard with manufacturer, Finish 1 (smooth or polished), Type UVF (formulated with UV absorber). 1. Double-Glazing Profile: Dome Bubble, 25 percent rise. a. Thicknesses: Not less than thicknesses required to exceed performance requirements. b. Outer Glazing Color: Colorless, transparent. c. Inner Glazing Color: White, translucent. 2. Self-Ignition Temperature: 650 deg F or more for plastic sheets in thickness indicated when tested according to ASTM D 1929. 3. Smoke-Production Characteristics: Smoke-developed index of 450 or less when tested according to ASTM E 84, and smoke density of 75 or less when tested according to ASTMD2843 4. Burning Characteristics: Tested according to ASTM D 635. Class CC2, burning rate of 2- 1/2 inches per minute or less for nominal thickness of 0.060 inch or thickness indicated for use. D. Glazing Gaskets: Manufacturer's standard thermoplastic. E. Condensation Control: Fabricate unit skylights with integral internal gutters and nonclogging weeps to collect and drain condensation to the exterior. UNIT SKYLIGHTS 086200 - 3 2.4 2.5 F. G. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Thermal Break: Fabricate unit skylights with thermal barrier separating exterior and interior metal framing. Operable Systems: Equip operable unit skylights with manufacturer's standard hinges, chain- driven operating hardware, and weather-sealing gaskets. ACCESSORY MATERIALS Fasteners: Same metal as metal being fastened, nonmagnetic stainless steel, or other noncorrosive metal as recommended by manufacturer. Finish exposed fasteners to match material being fastened. 1. Where removal of exterior exposed fasteners might allow access to building, provide nonremovable fastener heads. B. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil dry film thickness per coat. A. ALUMINUM FINISHES High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 -EXECUTION 3.1 A. B. 3.2 A. B. C. EXAMINATION Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. INSTALLATION Coordinate installation of unit skylight with installation of substrates, vapor retarders, roof insulation, roofing membrane, and flashing as required to ensure that each element of the Work performs properly and that combined elements are waterproof and weathertight. Comply with recommendations in AAMA 1607 and with manufacturer's written instructions for installing unit skylights. Install unit skylights level, plumb, and true to line, without distortion. UNIT SKYLIGHTS 086200 - 4 3.3 3.4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF D. Anchor unit skylights securely to supporting substrates. E. Where aluminum surfaces of unit skylights will contact another metal or corrosive substrates, such as preservative-treated wood, apply bituminous coating on concealed metal surfaces or provide other approved permanent separation recommended in writing by unit skylight manufacturer. A. B. C. D. E. FIELD QUALITY CONTROL Testing Agency: Owner may engage a qualified testing agency to perform tests and inspections. After completion of installation and nominal curing of sealant and glazing compounds but before installation of interior finishes, test for water leaks according to AAMA 501.2. Perform test for total area of each unit skylight. Work will be considered defective ifit does not pass tests and inspections. Additional testing and inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. F. Prepare test and inspection reports. A. B. C. D. E. CLEANING Clean exposed unit skylight surfaces according to manufacturer's written instructions. Touch up damaged metal coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. Remove and replace glazing that has been broken, chipped, cracked, abraded, or damaged during construction period. Protect unit skylight surfaces from contact with contaminating substances resulting from construction operations. Unit Skylight Operating System: Clean and lubricate joints and hardware. Adjust for proper operation. END OF SECTION 086200 UNIT SKYLIGHTS 086200 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 08 71 00 DOOR HARDWARE PART I -GENERAL 1.1 SUMMARY: A. Section Includes: Finish Hardware for door openings, except as otherwise specified herein. I. Door hardware for steel (hollow metal) doors. 2. Keyed cylinders as indicated. B. Related Sections: I. Division 8: Hollow Metal Doors and Frames. 2. Division 26 Electrical C. References: Comply with applicable requirements of the following standards. Where these standards conflict with other specific requirements, the most restrictive shall govern. I. Builders Hardware Manufacturing Association (BHMA) 2. NFPA 101 Life Safety Code 3. NFPA 80 -Fire Doors and Windows 4. ANSI-Al56.xx-Various Performance Standards for Finish Hardware 5. ULIOC -Positive Pressure Fire Test of Door Assemblies 6. ANSI-Al 17.1 -Accessible and Usable Buildings and Facilities 7. DHI /ANSI Al 15.IG -Installation Guide for Doors and Hardware 8. ICC -International Building Code D. Intent of Hardware Groups I. Should items of hardware not definitely specified be required for completion of the Work, furnish such items of type and quality comparable to adjacent hardware and appropriate for service required. 2. Where items of hardware aren't definitely or correctly specified, are required for completion of the Work, a written statement of such omission, error, or other discrepancy to be submitted to Architect, prior to date specified for receipt of bids for clarification by addendum; or, furnish such items in the type and quality established by this specification, and appropriate to the service intended. 1.2 SUBSTITUTIONS: A. Comply with General Provisions. 1.3 SUBMITTALS: A. Comply with General Provisions. DOOR HARDWARE 08 71 00-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Special Submittal Requirements: Combine submittals of this Section with Sections listed below to ensure the "design intent" of the system/assembly is understood and can be reviewed together. C. Product Data: Manufacturer's specifications and technical data including the following: 1. Detailed specification of construction and fabrication. 2. Manufacturer's installation instructions. 3. Wiring diagrams for each electric product specified. Coordinate voltage with electrical before submitting. 4. Submit 6 copies of catalog cuts with hardware schedule. 5. Provide 9001-Quality Management and 14001-Environmental Management for products listed in Materials Section 2.2 D. Shop Drawings -Hardware Schedule: Submit 2 complete reproducible copy of detailed hardware schedule in a vertical format. 1. Completely describe door and list architectural door number. 2. Manufacturer, product name, and catalog number. 3. Function, type, and style. 4. Size and finish of each item. 5. Mounting heights. 6. Explanation of abbreviations and symbols used within schedule. 7. Detailed wiring diagrams, specially developed for each opening, indicating all electric hardware, security equipment and access control equipment, and door and frame rough- ins required for specific opening. E. Templates: Submit templates and "reviewed Hardware Schedule" to door and frame supplier and others as applicable to enable proper and accurate sizing and locations of cutouts and reinforcing. 1. Templates, wiring diagrams and "reviewed Hardware Schedule" of electrical terms to electrical for coordination and verification of voltages and locations. F. Samples: (If requested by the Architect) 1. 1 sample of Lever and Rose/Escutcheon design, (pair). 2. 3 samples of metal finishes G. Contract Closeout Submittals: Comply with Division 1 including specific requirements indicated. l. Operating and maintenance manuals: Submit 3 sets containing the following. a. Complete information in care, maintenance, and adjustment, and data on repair and replacement parts, and information on preservation of finishes. b. Catalog pages for each product. c. Name, address, and phone number of local representative for each manufacturer. d. Parts list for each product. 2. Copy of final hardware schedule, edited to reflect, "As installed". 3. Copy of final keying schedule DOOR HARDWARE 08 71 00-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 4. As installed "Wiring Diagrams" for each piece of hardware connected to power, both low voltage and 110 volts. 5. One set of special tools required for maintenance and adjustment of hardware, including changing of cylinders. 1.4 QUALITY ASSURANCE A. Comply with Division 1. 1. Statement of qualification for distributor and installers. 2. Statement of compliance with regulatory requirements and single source responsibility. 3. Distributor's Qualifications: Firm with 3 years experience in the distribution of commercial hardware. a. Distributor to employ full time Architectural Hardware Consultants (AHC) for the purpose of scheduling and coordinating hardware and establishing keying schedule. b. Hardware Schedule shall be prepared and signed by an AHC. 4. Installer's Qualifications: Firm with 3 years experienced in installation of similar hardware to that required for this Project, including specific requirements indicated. 5. Regulatory Label Requirements: Provide testing agency label or stamp on hardware for labeled openings. a. Provide UL listed hardware for labeled and 20 minute openings in conformance with requirements for class of opening scheduled. b. Underwriters Laboratories requirements have precedence over this specification where conflict exists. 6. Single Source Responsibility: Except where specified in hardware schedule, furnish products of only one manufacturer for each type of hardware. B. Review Project for extent of finish hardware required to complete the Work. Where there is a conflict between these Specifications and the existing hardware, notify the Architect in writing and furnish hardware in compliance with the Specification unless otherwise directed in writing by the Architect. 1.5 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: Comply with Division 1. 1. Deliver products in original unopened packaging with legible manufacturer's identification. 2. Package hardware to prevent damage during transit and storage. 3. Mark hardware to correspond with "reviewed hardware schedule". 4. Deliver hardware to door and frame manufacturer upon request. B. Storage and Protection: Comply with manufacturer's recommendations. DOOR HARDWARE 08 71 00-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.6 PROJECT CONDITIONS: A. Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for the proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents. B. Review Shop Drawings for doors and entrances to confirm that adequate provisions will be made for the proper installation of hardware. 1.7 WARRANTY: A. Refer to Conditions of the Contract B. Manufacturer's Warranty: 1. Closers: Ten years 2. Exit Devices: Five Years 3. Mortise Locks: Lifetime 4. Locksets & Cylinders: Ten years 5. All other Hardware: Two years. 1.8 OWNER'S INSTRUCTION: A. Instruct Owner's personnel in operation and maintenance of hardware units. 1.9 MAINTENANCE: A. Extra Service Materials: Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels. Comply with Division I Closeout Submittals Section. 1. Special Tools: Provide special wrenches and tools applicable to each different or special hardware component. 2. Maintenance Tools: Provide maintenance tools and accessories supplied by hardware component manufacturer. 3. Delivery, Storage and Protection: Comply with Owner's requirements for delivery, storage and protection of extra service materials. B. Maintenance Service: Submit for Owner's consideration maintenance service agreement for electronic products installed. PART 2-PRODUCTS 2.1 A. MANUFACTURERS: The following manufacturers are approved subject to compliance with requirements of the Contract Documents. Approval of manufacturers other than those listed shall be in accordance with Division 1. 1. See Door Hardware Schedule DOOR HARDWARE 08 71 00-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 MATERIALS: A. Hinges: Shall be Five Knuckle Ball bearing hinges 1. Template screw hole locations 2. Bearings are to be fully hardened. 3. Bearing shell is to be consistent shape with barrel. 4. Minimum of 2 permanently lubricated non-detachable bearings on standard weight hinge and 4 permanently lubricated bearing on heavy weight hinges. 5. Equip with easily seated, non-rising pins. 6. Non Removable Pin screws shall be slotted stainless steel screws. 7. Hinges shall be full polished, front, back and barrel. 8. Hinge pin is to be fully plated. 9. Bearing assembly is to be installed after plating. 10. Sufficient size to allow 180-degree swing of door 11. Furnish five knuckles with flush ball bearings 12. Provide hinge type as listed in schedule. 13. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one for each additional 30 inches in height or fraction thereof. 14. Tested and approved by BHMA for all applicable ANSI Standards for type, size, function and finish 15. ULl0C listed for Fire rated doors. B. Cylindrical Type Locks and Latchsets: 1. Tested and approved by BHMA for ANSI Al56.2, Series 4000, Operational Grade 1, Extra-Heavy Duty, and be ULl0C listed. 2. Provide 9001-Quality Management and 14001-Environmental Management. 3. Fit modified ANSI Al 15.2 door preparation. 4. Locksets and cores to be of the same manufacturer to maintain complete lockset warranty 5. Locksets to have anti-rotational studs that are thru-bolted 6. Keyed lever shall not have exposed "keeper" hole 7. Each lever to have independent spring mechanism controlling it 8. 2-3/4 inch (70 mm) backset 9. 9/16 inch (14 mm) throw latchbolt 10. Provide sufficient curved strike lip to protect door trim 11. Outside lever sleeve to be seamless, of one-piece construction made of a hardened steel alloy 12. Keyed lever to be removable only after core is removed, by authorized control key 13. Provide locksets with 7-pin removable and interchangeable core cylinders 14. Hub, side plate, shrouded rose, locking pin to be a one-piece casting with a shrouded locking lug. 15. Locksets outside locked lever must withstand minimum 1400 inch pounds of torque. In excess of that, a replaceable part will shear. Key from outside and inside lever will still operate lockset. 16. Core face must be the same finish as the lockset. 17. Functions and design as indicated in the hardware groups. C. Cylindrical Deadbolt: DOOR HARDWARE 08 71 00-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Tested and approved by ANSI Al56.36, Operational Grade 1, 2. Fit modified ANSI Al 15.3 door preparation 3. Provide 900 I -Quality Management and 1400 I -Environmental Management. 4. Locksets and cores to be of the same manufacturer to maintain complete lockset warranty 5. 2-3/4 inch (70mm) backset, or 2 3/8 inch backset as needed 6. 1 inch throw deadbolt 7. Provide locksets with 7-pin core. D. Cylinders: 1. Provide the necessary cylinder housings, collars, rings & springs as recommended by the manufacturer for proper installation. 2. Provide the proper cylinder cams or tail piece as required to operate all locksets and other keyed hardware items listed in the hardware sets. 3. Coordinate and provide as required for related sections. E. Door Closers shall: 1. Tested and approved by BHMA for ANSI 156.4, Grade 1 2. ULl 0C certified 3. Provide 9001-Quality Management and 14001-Environmental Management. 4. Closer shall have extra-duty arms and knuckles 5. Conform to ANSI 117.1 6. Maximum 2 7/16 inch case projection with non-ferrous cover 7. Separate adjusting valves for closing and latching speed, and backcheck 8. Provide adapter plates, shim spacers and blade stop spacers as required by frame and door conditions 9. Full rack and pinion type closer with 1 ½" minimum bore 10. Mount closers on non-public side of door, unless otherwise noted in specification 11. Closers shall be non-handed, non-sized and multi-sized. F. Door Stops: Provide a dome floor or wall stop for every opening as listed in the hardware sets. 1. Wall stop and floor stop shall be wrought bronze, brass or stainless steel. 2. Provide fastener suitable for wall construction. 3. Coordinate reinforcement of walls where wall stop is specified. 4. Provide dome stops where wall stops are not practical. Provide spacers or carpet riser for floor conditions encountered G. Over Head Stops: Provide a Surface mounted or concealed overhead when a floor or wall stop cannot be used or when listed in the hardware set. 1. Concealed overhead stops shall be heavy duty bronze or stainless steel. 2. Surface overhead stops shall be heavy duty bronze or stainless steel. H. Kickplates: Provide with four beveled edges ANSI J102, 10 inches high by width less 2 inches on single doors and 1 inch on pairs of doors. Furnish oval-head countersunk screws to match finish. DOOR HARDWARE 08 71 00-6 2.3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF I. Seals: All seals shall be finished to match adjacent frame color. Seals shall be furnished as listed in schedule. Material shall be UL listed for labeled openings. J. Weatherstripping: Provide at head and jambs only those units where resilient or flexible seal strip is easily replaceable. Where bar-type weatherstrip is used with parallel arm mounted closers install weatherstrip first. I. Weatherstrip shall be resilient seal of (Neoprene, Polyurethane, Vinyl, Pile, Nylon Brush, Silicone) 2. ULl 0C Positive Pressure rated seal set when required. K. Door Bottoms/Sweeps: Surface mounted or concealed door bottom where listed in the hardware sets. L. A. B. C. I. Door seal shall be resilient seal of (Neoprene, Polyurethane, Nylon Brush, Silicone) 2. ULl 0C Positive Pressure rated seal set when required. Thresholds: Thresholds shall be aluminum beveled type with maximum height of ½" for conformance with ADA requirements. Furnish as specified and per details. Provide fasteners and screws suitable for floor conditions. FINISH: Designations used in Schedule of Finish Hardware -Section 3.5, and elsewhere to indicate hardware finishes are those listed in ANSI/BHMA A156.18 including coordination with traditional U.S. finishes shown by certain manufacturers for their products Powder coat door closers to match other hardware, unless otherwise noted. Aluminum items shall be finished to match predominant adjacent material. Seals to coordinate with frame color. 2.4 A. KEYS AND KEYING: Key System: Schlage keyway, interchangeable core (Verify). For estimate use factory GMK charge. Initiate and conduct meeting(s) with Owner and Supplier representatives to determine system requirements and keybow styles. Furnish Owner's written approval of the system; do not order keys or cylinders without written confirmation of actual requirements from the Owner. Owner will receive permanent cores. Owner/Contractor will install permanent cores. B. Keys 1. New factory registered master key system. 1. Construction keying: furnish temporary keyed-alike cores. Remove at substantial completion and install permanent cores in Owner's presence. Demonstrate that construction key no longer operates. 2. Furnish 10 construction keys. 3. Furnish 2 construction control keys. C. Key Cylinders: furnish 6-pin solid brass construction. DOOR HARDWARE 08 71 00-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF D. Cylinder cores: furnish keyed at factory oflock manufacturer where permanent records are maintained. Locks and cy tinders same manufacturer. E. Permanent keys: use secured shipment direct from point of origination to Owner. 1. For estimate: 3 keys per change combination, 5 master keys per group, 5 grand- master keys, 3 control keys. 2. For estimate: VKC stamping plus "DO NOT DUPLICATE". F. Bitting List: use secured shipment direct from point of origination to Owner upon completion. 1. 1 each Grand Masterkeys 2. 4 each Masterkeys 3. 2 each Change keys each keyed core 4. 2 each Construction masterkeys 5. 1 each Control keys PART 3 -EXECUTION 3.1 3.2 3.3 A. A. A. B. C. EXAMINATION Verification of conditions: Examine doors, frames, related items and conditions under which Work is to be performed and identify conditions detrimental to proper and or timely completion. l. Do not proceed until unsatisfactory conditions have been corrected. HARDWARE LOCATIONS: Mount hardware units at heights indicated in the following publications except as specifically indicated or required to comply with the governing regulations. l. Recommended Locations for Builder's Hardware for Standard Steel Doors and Frames, by the Door and Hardware Institute (DHI). 2. Recommended locations for Architectural Hardware for flush wood doors (DHI). 3. WDMA Industry Standard I.S.-lA-04, Industry Standard for Architectural wood flush doors. INSTALLATION: Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. Conform to local governing agency security ordinance. Install Conforming to ICC/ANSI Al 17. l Accessible and Usable Building and Facilities. DOOR HARDWARE 08 71 00-8 D. 3.4 A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Adjust door closer sweep periods so that from the open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the landing side of the door. Installed hardware using the manufacturers fasteners provided. Drill and tap all screw holes located in metallic materials. Do not use "Riv-Nuts" or similar products. FIELD QUALITY CONTROL AND FINAL ADJUSTMENT Contractor/Installers, Field Services: After installation is complete, contractor shall inspect the completed door openings on site to verify installation of hardware is complete and properly adjusted, in accordance with both the Contract Documents and final shop drawings. 1. Check and adjust closers to ensure proper operation. 2. Check latchset, lockset, and exit devices are properly installed and adjusted to ensure proper operation. a. Verify levers are free from binding. b. Ensure latchbolts and dead bolts are engaged into strike and hardware is functioning. 3. Report findings, in writing, to architect indicating that all hardware is installed and functioning properly. Include recommendations outlining corrective actions for improperly functioning hardware if required. 3.5 SCHEDULE OF FINISH HARDWARE: DOOR HARDWARE Code BY NA TR SC Code AL 600 626 628 630 689 US28 626AM 630AM Manufacturer List Name By Others National Guard Trimco Schlage Finish List Description Aluminum Primed for Painting Satin Chromium Plated Satin Aluminum, Clear Anodized Satin Stainless Steel Aluminum Painted Aluminum -Clear Anodized Satin Chrome -Antimicrobial Coating Satin Stainless -Antimicrobial Coating 08 71 00-9 SET#l HM Door: 3 Hinges 1 Door Closer 1 Kick Plate Code C CD DE TS ALK B4E CSK ELR MCS SCH 1 Wall Bumper 1 Gasketing 1 Storeroom Lockset 1 Door Louver END OF SECTION 087100 DOOR HARDWARE CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF BLACK US26D US32D Black Chromium Plated, Dull Stainless Steel, Dull Option List Description Quick Connect Wiring Option Cylinder Dogging Delayed Egress Touchbar Monitoring Switch Alarm Beveled 4 Edges Countersunk Screw Holes Electric Latch Retraction Mullion Cap Spacer School Option Hardware Sets Schlage Hinges DC90-AL KO050 10" x 2" LDW B4E CSK 1270CVSV 5050B Head & Jambs ND80PD RHO w/C Keyway US32D 689 630 626 NA 626AM SC SC TR TR SC BY 08 71 00-10 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 099123 -INTERIOR PAINTING PART I -GENERAL 1.1 SUMMARY 1.2 1.3 A. Section includes surface preparation and the application of paint systems on the following interior substrates: I. Concrete. 2. Concrete masonry units (CMUs). 3. Steel and iron. 4. Galvanized metal. 5. Gypsum board. 6. Plaster. 7. Acoustic panels and tiles. B. Related Requirements: A. B. C. D. E. A. I. Section 055000 "Metal Fabrications" for shop priming metal fabrications. 2. Section 099300 "Staining and Transparent Finishing" for surface preparation and the application of wood stains and transparent finishes on interior wood substrates. DEFINITIONS MPI Gloss Level I: Not more than five units at 60 degrees and IO units at 85 degrees, according to ASTM D 523, a matte flat finish. MPI Gloss Level 3: IO to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523, an eggshell finish. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523, a satin-like finish. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523, a semi-gloss finish. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523, a gloss finish. ACTION SUBMITT ALS Product Data: For each type of product. Include preparation requirements and application instructions. I. Indicate VOC content. B. Sustainable Design Submittals: INTERIOR PAINTING 099123 - I CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Product Data: For paints and coatings, indicating VOC content. 2. Laboratory Test Reports: For paints and coatings, indicating compliance with requirements for low-emitting materials. C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat. 1. Submit Samples on rigid backing, 8 inches square. 2. Apply coats on Samples in steps to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. D. Product List: Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. Include color designations. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 5 percent, but not less than 1 gal. of each material and color applied. 1.5 QUALITY ASSURANCE A. Paint Contractor shall have a minimum of five years documented experience in application of paints and coatings specified. Contractor shall maintain qualified painting crews during entire painting process. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1. 7 FIELD CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. INTERIOR PAINTING 099123 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 2 -PRODUCTS 2.1 2.2 A. B. A. B. MANUFACTURERS Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dunn-Edwards Corporation. 2. Sherwin-Williams Company (The). 3. Vista Paint Corporation. 4. Or equal. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in the Interior Painting Schedule for the paint category indicated. PAINT, GENERAL MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists." Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. C. VOC Content: For field applications that are inside the weatherproofing system, paints and coatings shall comply with VOC content limits of authorities having jurisdiction and the following VOC content limits: 1. Flat Paints and Coatings: 50 g/L. 2. Nonflat Paints and Coatings: 50 g/L. 3. Dry-Fog Coatings: 150 g/L. 4. Primers, Sealers, and Undercoaters: 100 g/L. 5. Rust-Preventive Coatings: 100 g/L. 6. Zinc-Rich Industrial Maintenance Primers: 100 g/L. 7. Pretreatment Wash Primers: 420 g/L. 8. Shellacs, Clear: 730 g/L. 9. Shellacs, Pigmented: 550 g/L. D. Low-Emitting Materials: For field applications that are inside the weatherproofing system, 90 percent of paints and coatings shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." INTERIOR PAINTING 099123 - 3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Colors: As selected by Architect from manufacturer's full range and as indicated in a color schedule. PART 3 -EXECUTION 3.1 3.2 A. B. EXAMINATION Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Concrete: 12 percent. 2. Fiber-Cement Board: 12 percent. 3. Masonry (Clay and CMUs): 12 percent. 4. Wood: 15 percent. 5. Gypsum Board: 12 percent. 6. Plaster: 12 percent. C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D. Plaster Substrates: Verify that plaster is fully cured. E. Verify suitability of substrates, including surface conditions and compatibility, with existing finishes and primers. F. Proceed with coating application only after unsatisfactory conditions have been corrected. A. B. 1. Application of coating indicates acceptance of surfaces and conditions. PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. INTERIOR PAINTING 099123 -4 3.3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. E. Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces or mortar joints exceeds that permitted in manufacturer's written instructions. F. A. Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using methods recommended in writing by paint manufacturer. APPLICATION Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." I. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. E. Painting Fire Suppression, Plumbing, HY AC, Electrical, Communication, and Electronic Safety and Security Work: 1. Paint the following work where exposed in occupied spaces: a. Equipment, including panelboards. b. Uninsulated metal piping. c. Uninsulated plastic piping. d. Pipe hangers and supports. e. Metal conduit. f. Plastic conduit. INTERIOR PAINTING 099123 - 5 3.4 3.5 3.6 A. A. B. C. D. A. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF g. Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. h. Other items as directed by Architect. FIELD QUALITY CONTROL Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 1. Contractor shall touch up and restore painted surfaces damaged by testing. 2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. CLEANING AND PROTECTION At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. INTERIOR PAINTING SCHEDULE Concrete Substrates, Nontraffic Surfaces: 1. Latex System: a. Prime Coat: Primer sealer, latex, interior: S-W Loxon Concrete & Masonry Primer Sealer, A24W8300, at 8.0 mils wet, 3.2 mils dry. b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. B. CMU Substrates: 1. Latex System: a. Block Filler: Block filler, latex, interior/exterior: S-W PrepRite Block Filler, B25W25, at 100 to 200 sq. ft. per gal. INTERIOR PAINTING 099123 - 6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. C. Metal Substrates (Aluminum, Steel, Galvanized Steel): 1. Latex Light Industrial Coating System: a. Prime Coat: Primer, rust-inhibitive, water based: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series, at 5.0 to 10 mils wet, 2.0 to 4.0 mils dry. b. Intermediate Coat: Water-based acrylic, interior, matching topcoat. c. Topcoat: Water-based acrylic, semi-gloss: S-W Pro Industrial Acrylic Semi-Gloss Coating, B66-650 Series, at 2.5 to 4.0 mils dry, per coat. D. Gypsum Board, Plaster, and Wood Substrates: 1. Latex System: a. Prime Coat: Primer, latex, interior: S-W ProMar 200 Zero VOC Latex Primer, B28W2600, at 4.0 mils wet, 1.5 mils dry. b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. END OF SECTION 099123 INTERIOR PAINTING 099123 - 7 SECTION 233723 GRAVITY VENTILATOR 1. GENERAL 1.1 SUMMARY A. Section Includes: HVAC Gravity Ventilators B. Related Sections: 1. 07 62 00 Sheet Metal Flashing and Trim 1.2 SUBMITTALS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Provide dimensional drawings and product data on each ventilator B. Provide manufacturer's certification that exhaust ventilators are licensed to bear Air Movement and Control Association (AMCA), Certified Rating Seal for sound and air performance C. Installation, Operation, and Maintenance Manual (IOM): Provide manufacturer's installation, operations, and maintenance manual, including instructions on installation, operations, maintenance, pulley adjustment, receiving, handling, storage, safety information and cleaning. A troubleshooting guide, parts list, warranty and electrical wiring diagrams 1.3 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly indicating manufacturer, material, products included, and location of installation B. Storage: Store materials in a dry area indoor, protected from damage, and in accordance with manufacturer's instructions. For long term storage follow manufacturer's Installation, Operations, and Maintenance Manual C. Handling: Handle and lift ventilators in accordance with the manufacturer's instructions. Protect materials and finishes during handling and installation to prevent damage. Follow all safety warnings posted by the manufacturer 1.4 WARRANTY A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents 1. The warranty of this equipment is to be free from defects in material and workmanship for a period of one year from the purchase date. Any units or parts which prove defective during the warranty period will be replaced at the Manufacturers option when returned to Manufacturer, transportation prepaid 1.5 MAINTENANCE A. Refer to Manufacturer's Installation, Operation and Maintenance Manual (IOM), to find maintenance procedures 2. PRODUCTS 2.1 MANUFACTURER A. Manufacturer: Greenheck or Equal 2.2 HOOD RELIEF GRAVITY VENTILATOR - A. Basis-of-Design: Greenheck Model FGR GRAVITY VENTILATOR 23 37 23-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. General Description: 1. Ventilator is low silhouette for relief applications with natural gravity or negative pressure system 2. Selection based on non-ducted applications 3. Relief units with throat widths through 48 inches are ship assembled when throat lengths do not exceed 96 inches 4. Each ventilator shall bear a permanently affixed manufacture's nameplate containing the model number and individual serial number C. Hood and Base: 1. Material Type: Galvanized 2. Hood Constructed of precision formed, arched panels with interlocking seams 3. Vertical end panels are fully locked into hood end panels 4. Base height is standard of 5 inches 5. Curb cap is six inches larger then throat size 6. Curb cap has pre-punched mounting holes for installation D. Birdscreen: 1. Constructed of½ inch Galvanized mesh 2. Mounted horizontally across the intake area of the hood E. Hood Support: 1. Constructed of galvanized steel and fastened so the hood can either be removed completely from the base or hinged open F. Options/ Accessories: 1. Roof Curbs: a. Type: GPI GPIP b. Mounted onto roof with ventilator c. Material: Aluminum d. Coating Type: Two-Coat Fluoropolymer 2. Extended Base: a. Seven inch extension to base height making overall base twelve inches tall. b. Raises the hood further above the roof deck to prevent snow or moisture intake 3. Curb Seal: a. Rubber seal between ventilator and the roof curb 4. Dampers: a. Type: Gravity b. Balanced for minimal resistance to flow c. Galvanized frames with prepunched mounting holes 5. Finishes: a. Type: Baked Enamel 6. Insect Screen: a. Constructed of fine mesh aluminum b. Fitted to the top of the throat and prevents entry of insects 7. Tie-Down Points: a. Four aluminum brackets located on hood supports, secures ventilator in heavy wind applications 3. EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturer's product data, including technical bulletins, product catalog installation instructions 3.2 EXAMINATION GRAVITY VENTILATOR 23 37 23-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Examine areas to receive ventilators. Notify the Engineer of conditions that would adversely affect installation or subsequent utilization and maintenance of ventilators. Do not proceed with installation until unsatisfactory conditions are corrected 3.3 PREPARATION A. Ensure roof openings are square, accurately aligned, correctly located, and in tolerance B. Ensure duct is plumb, sized correctly, and to proper elevation above roof deck. 3.4 INSTALLATION A. Install ventilator system as indicated on the Installation, Operation and Maintenance Manual (IOM) and contract drawings B. Install ventilators in accordance with manufacturer's instructions 3.5 ADJUSTING A. Adjust ventilator to function properly 3.6 CLEANING A. Clean as recommended by manufacturer. Do not use material or methods which may damage finish surface or surrounding construction 3.7 PROTECTION A. Protect installed product and finished surfaces from damage during construction B. Protect installed ventilator to ensure that, except for normal weathering, ventilators will be without damage or deterioration at time of substantial completion END OF SECTION 23 37 23 GRAVITY VENTILATOR 23 37 23-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 260500 -COMMON WORK RESULTS FOR ELECTRICAL PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Divisions 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Electrical equipment coordination and installation. 2. Common electrical installation requirements. 1.3 CODES, STANDARDS AND REFERENCES A. American Society for Testing and Materials (ASTM) -ASTM Cl 107: Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink). B. American Society for Testing and Materials (ASTM) -ASTM A53/A53M: Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. C. ANSI/NFPA 70-National Electrical Code (NEC), with California amendments (CEC). 1.4 DEFINITIONS A. EPDM: Ethylene-propylene-diene terpolymer rubber. B. NBR: Acrylonitrile-butadiene rubber. 1.5 COORDINATION A. Coordinate arrangement, mounting, and support of electrical equipment: 1. To allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated. 2. To provide for ease of disconnecting the equipment with minimum interference to other installations. 3. To allow right of way for piping and conduit installed at required slope. B. Coordinate installation of required supporting devices and set sleeves in cast-in-place concrete, masonry walls, and other structural components as they are constructed. COMMON WORK RESULTS FOR ELECTRICAL 26 05 00 -1 PART 2 -EXECUTION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wall-mounting items. C. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. D. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. E. Right of Way: Give to piping systems installed at a required slope. END OF SECTION 260500 COMMON WORK RESULTS FOR ELECTRICAL 26 05 00 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1, 3, 7, Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260500, "Common Work Results for Electrical". 2. Section 260553, "Identification for Electrical Systems". 3. Section 262726, "Wiring Devices". 1.2 SUMMARY A. This Section includes the following: l. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 1.3 CODES, STANDARDS, AND REFERENCES A. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). B. Underwriters Laboratories -UL 83 -Thermoplastic Insulated Wires. C. Underwriters Laboratories -UL 467 -Grounding and Bonding Equipment. 1.4 SUBMITT ALS A. Product Data: Provide data for building wire and each cable assembly type. Select each length to complete set of manufacturer's markings. Attach tag indicating cable size and application information. Provide record documents showing actual locations of components and circuits. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct the testing indicated, that is a member company of the International Electrical Testing Association or is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910. 7, and that is acceptable to authorities having jurisdiction. 1. Testing Agency's Field Supervisor: Person currently certified by the International Electrical Testing Association or the National Institute for LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19 - 1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Certification in Engineering Technologies to supervise on-site testing specified in Part 3. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C. Manufacturers: Shall be specialized in manufacturing products specified in this section with minimum ten years ( documented) experience. D. Comply with CEC. E. Comply with CCR Title 24, Part 6, California Energy Code. 1.6 DELIVERY, STORAGE, AND HANDLING A. Product Requirements: Products storage and handling requirements. B. Deliver wires and cables according to NEMA WC 26. 1. 7 COORDINATION A. Division 1, Section O 13100, "Project Management and Coordination": As required for coordination. B. Where wire and cable destination is indicated and routing is not shown, determine routing and lengths required. C. Coordinate layout and installation of wiring and cables with other installations. PART 2 -PRODUCTS 2.1 CONDUCTORS AND CABLES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work, include, but are not limited to, the following: I. Akan Products Corporation; Akan Cable Division. 2. American Insulated Wire Corp.; a Leviton Company. 3. General Cable Corporation. 4. Senator Wire & Cable Company. 5. Southwire Company. B. Conductors: Copper. Comply with NEMA WC 70. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Conductor Insulation: Types THHN-THWN, XHHW2. Comply with NEMA WC 70. 2.2 CONNECTORS AND SPLICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. AFC Cable Systems, Inc. 2. Hubbell Power Systems, Inc. 3. O-Z/Gedney; EGS Electrical Group LLC. 4. 3M; Electrical Products Division. 5. Tyco Electronics Corp. B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 -EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Copper: solid for No. 10 A WG and smaller, stranded for No. 8 A WG and larger. 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Exposed Feeders: Type THHN-THWN single conductors in raceway. B. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN-THWN, single conductors in raceway. 3.3 INSTALLATION OF CONDUCTORS AND CABLE A. Conceal raceways in finished walls, ceilings, and floors, unless otherwise indicated. B. Use manufacturer-approved pulling compound or lubricant where necessary. Compound used must not deteriorate conductor insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. C. Use pulling means; including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19 - 3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Support raceways according to Section 260529, "Hangers and Supports for Electrical Systems". F. Identify and color-code conductors and cables according to Section 260553, "Identification for Electrical Systems". 3.4 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL486A. B. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than un-spliced conductors. C. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of slack. 3.5 FIRES TOPPING A. Apply fire-stopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Division 07, Section 078413, "Penetration Fire-stopping". 3.6 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports. B. Perform tests and inspections and prepare test reports. C. Tests and Inspections: 1. After installing conductors and cables and before electrical circuitry has been energized, test service entrance and feeder conductors, and conductors feeding critical equipment and services, as indicated on drawings, for compliance with requirements. 2. Perform each visual and mechanical inspection and electrical test stated in NET A Acceptance Testing Specification. Certify compliance with test parameters. 3. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each splice in cables and conductors No. 3 A WG and larger. Remove box and equipment covers so splices are accessible to portable scanner. a. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. b. Record of Infrared Scanning: Prepare a certified report that identifies splices checked and that describes scanning results. Include notation of LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19 - 4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF deficiencies detected, remedial action taken and observations after remedial action. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents D. Test Reports: Prepare a written report to record the following: 1. Test procedures used. 2. Test results that comply with requirements. 3. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. 4. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents E. Remove and replace malfunctioning cables and retest as specified above. END OF SECTION 260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes methods and materials for grounding systems and equipment. 1.3 CODES, STANDARDS AND REFERENCES A. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). B. Underwriters Laboratories -UL 83 -Thermoplastic Insulated Wires. C. Underwriters Laboratories -UL 467 -Grounding and Bonding Equipment. 1.4 REGULATORY REQUIREMENTS A. The Contractor shall conform to requirements of the California Electrical Code. 1.5 WARRANTY A. Warranty shall comply with the provisions of Divisions 1 of these specifications. 1.6 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article I 00, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. PART 2-PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper or tinned-copper wire or cable insulated for 600 V, unless otherwise required by applicable Code or authorities having jurisdiction. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26 -1 2.2 CONNECTORS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected. PART 3 -EXECUTION 3.1 APPLICATIONS A. Conductors: Install green insulated, solid conductors for No. 8 A WG and smaller and stranded conductors for No. 6 A WG and larger, unless otherwise indicated. B. Conductor Terminations and Connections: l. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Connections to Structural Steel: Welded connectors. 3.2 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with all feeders and branch circuits. 3.3 INSTALLATION A. Make mechanical and electrical contact at all panelboards, outlet boxes, junction boxes, and wherever the conduit run is connected. Permanently and effectively ground all conduits and other equipment as required by all applicable codes, regulations, and standards. END OF SECTION 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26 - 2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260533, "Raceway and Boxes for Electrical Systems". 2. Section 260548, "Vibration and Seismic Controls for Electrical Systems". 3. Section 265100, "Interior Lighting". 1.2 SUMMARY A. This Section includes the following: 1. Hangers and supports for electrical equipment and systems. 1.3 CODES, REFERENCES, AND STANDARDS A. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). B. Metal Framing Manufacturers Association: Standard MFMA-4: Metal Framing Standards Publication. C. National Electrical Contractors Association (NECA) -NECA 1: Good Workmanship in Electrical Construction. D. National Electrical Contractors Association (NECA) -NECA 101: Standard for Installing Steel Conduits (Rigid, IMC, EMT). 1.4 DEFINITIONS A. EMT: Electrical metallic tubing. B. RMC: Rigid metal conduit. 1.5 PERFORMANCE REQUIREMENTS A. Delegated Design: Design supports for multiple raceways, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 29 - 1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Design supports for multiple raceways capable of supporting combined weight of supported systems and its contents. C. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. D. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed for this Project, with a minimum structural safety factor of five times the applied force. PART 1 -PRODUCTS 1.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS A. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated components for field assembly. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Allied Tube & Conduit. b. Cooper B-Line, Inc.; a division of Cooper Industries. c. ERICO International Corporation. d. GS Metals Corp. e. Thomas & Betts Corporation. f. Unistrut; Tyco International, Ltd. 2. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. 3. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. 4. Channel Dimensions: Selected for applicable load criteria. B. Raceway and Cable Supports: As described in NECA 1 and NECA 101. C. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. D. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened, Portland cement concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 29 - 2 1) Hilti Inc. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2) ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. 3) MKT Fastening, LLC. 4) Simpson Strong-Tie Co., Inc.; Masterset Fastening Systems Unit. 2. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. 3. Through Bolts: Structural type, hex head, and high strength. Comply with ASTMA325. 4. Toggle Bolts: All-steel springhead type. 5. Hanger Rods: Threaded steel. 1.2 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted, structural steel shapes, shop or field fabricated to fit dimensions of supported equipment. B. Materials: Comply with requirements in Division 05, Section 055000, "Metal Fabrications" for steel shapes and plates. PART 2 -EXECUTION 2.1 APPLICATION A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, IMC, and RMC as required by CEC. Minimum rod size shall be 1/4 inch in diameter. C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with two-bolt conduit clamps. 2.2 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article. B. Raceway Support Methods: In addition to methods described in NECA 1, EMT, IMC, and RMC may be supported by openings through structure members, as permitted in CEC. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 29 - 3 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb. D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 2. To Existing Concrete: Expansion anchor fasteners. 3. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standard-weight concrete 4 inches thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less than 4 inches thick. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 2.3 INSTALLATION OF FABRICATED METAL SUPPORTS A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. 2.4 PAINTING A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils. END OF SECTION 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 29 -4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260519, "Low Voltage Electrical Power Conductors and Cables". 2. Section 260526, "Grounding and Bonding for Electrical Systems". 3. Section 260529, "Hangers and Supports for Electrical Systems". 4. Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wmng. 1.3 CODES, REFERENCES AND STANDARDS A. American National Standards Institute (ANSI) -ANSI C80. l: Electrical Conduit (ERSC). B. American National Standards Institute (ANSI) -C80.3: Specification for Electrical Metallic Tubing, Zinc Coated (EMT). C. American National Standards Institute (ANSI) -OS 1: Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports. D. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). 1.4 DEFINITIONS A. EMT: Electrical metallic tubing. B. FMC: Flexible metal conduit. C. RMC: Rigid metallic conduit. 1.5 SUBMITTALS A. Product Data: For raceways and boxes B. Shop Drawings: For the following raceway components. Include plans, elevations, sections, details, and attachments to other work. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 -1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Coordination Drawings: Conduit routing plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Structural members in the paths of conduit groups with common supports. 2. HV AC and plumbing items and architectural features in the paths of conduit groups with common supports. 1.6 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with CEC. PART 2 -PRODUCTS 2.1 MET AL CONDUIT AND TUBING A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. AFC Cable Systems, Inc. 2. Alflex Inc. 3. Allied Tube & Conduit; a Tyco International Ltd. Co. 4. Anamet Electrical, Inc.; Anaconda Metal Hose. 5. Manhattan/CDT/Cole-Flex. 6. 0-Z Gedney; a unit of General Signal. B. Rigid Steel Conduit: ANSI C80. l. 1. Standard weight rigid galvanized steel (RGS) conduit shall be hot dipped galvanized or sheradized. All fittings shall be of the screw thread type. Couplings, locknuts, bushings, etc., shall be hot dipped galvanized or sheradized. C. EMT: ANSI C80.3. 1. Electric Metallic Tubing (EMT) shall be galvanized or sheradized. Couplings and connectors shall be galvanized or sheradized. D. LFMC: Flexible steel conduit with PVC jacket. E. Fittings for Conduit (Including all Types and Flexible and Liquid-tight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. Indent or drive-on fittings shall not be permitted. 1. Fittings for EMT: Steel, compression type. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 -2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 CONDUIT SIZES A. The minimum conduit size shall be ¼ inch for lighting and power branch circuit wiring. The minimum "Homerun" conduit size to any panelboard, load center, switchboard, or motor control center shall be ¼ inch. 2.3 BOXES, ENCLOSURES, AND CABINETS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Cooper Crouse-Hinds; Div. of Cooper Industries, Inc. 2. EGS/ Appleton Electric. 3. Erickson Electrical Equipment Company. 4. Hoffman. 5. Hubbell Incorporated; Killark Electric Manufacturing Co. Division. 6. O-Z/Gedney; a unit of General Signal. 7. RACO; a Hubbell Company. 8. Robroy Industries, Inc.; Enclosure Division. 9. Scott Fetzer Co.; Adalet Division. 10. Spring City Electrical Manufacturing Company. 11. Thomas & Betts Corporation. 12. Walker Systems, Inc.; Wiremold Company (The). 13. Woodhead, Daniel Company; Woodhead Industries, Inc. Subsidiary. B. Sheet Metal Outlet and Device Boxes: NEMA OS 1. C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy Type FD, with gasketed cover. D. Cast-Metal Access, Pull, and Junction Boxes: NEMA FB 1, galvanized, cast iron with gasketed cover. E. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous-hinge cover with flush latch, unless otherwise indicated. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. PART 3 -EXECUTION 3.1 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: 1. Exposed Conduit: Rigid steel conduit. 2. Concealed Conduit, Aboveground: EMT. 3. Connection to Vibrating Equipment LFMC. 4. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 -3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, above 8 feet, not subject to Severe Physical Damage: EMT. 2. Exposed below 8 ft or above 8 feet and subject to Severe Physical Damage: Rigid steel conduit. Includes raceways in the following locations: a. Loading docks. b. Corridors used for traffic of mechanized carts, forklifts, and pallet- handling units. c. Parking Garage. 3. Concealed in Ceilings and Interior Walls and Partitions: EMT. 4. Connection to Vibrating Equipment :FMC, except use LFMC in damp or wet locations. 5. Damp or Wet Locations: Rigid steel conduit. 6. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 3R in damp or wet locations. C. Minimum Raceway Size: 3/4-inch trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. EMT Raceway fittings shall be steel, compression type. I. EMT: Set Screw Fittings Type. 2. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 3.2 INSTALLATION A. Comply with NECA I for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. B. Complete raceway installation before starting conductor installation. C. Support raceways as specified in Division 26, Section 260529, "Hangers and Supports for Electrical Systems." D. Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. E. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. F. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No. 4 A WG. G. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. Label each end indicating destination. END OF SECTION 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 4 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 260533 -5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I, 27, 28 Specification Sections, apply to this Section. B. Related Sections include the following: I. Section 260529, "Hangers and Supports for Electrical Systems". 2. Section 260533, "Raceway and Boxes for Electrical Systems". 3. Section 265100, "Interior Lighting". 1.2 SUMMARY A. This Section includes the following: I. Spring isolators. 2. Channel support systems. 3. Hanger rod stiffeners. 1.3 CODES, STANDARDS, AND REFERENCES A. American National Standards Institute (ANSI) -ANSI A WS Dl.1/Dl.lM: Structural Welding Code -Steel. B. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). C. American Society for Testing and Materials (ASTM) -ASTM A603: Standard Specification for Zinc-Coated Steel Structural Wire Rope. D. American Society for Testing and Materials (ASTM) -ASTM E488: Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. E. California Code of Regulations (CCR) Title 24, Part 2: California Building Code (CBC). F. International Code Council -International Building Code (IBC). G. Metal Framing Manufacturers Association Standard MFMA-3: Metal Framing. H. Occupational Safety and Health Administration (OSHA) -29 CFR 1910.7: OSHA Occupational Safety and Health Standards. 1.4 DEFINITIONS A. IBC: International Building Code. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 48 - I CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF B. ICC-ES: ICC-Evaluation Service, Inc. 1.5 PERFORMANCE REQUIREMENTS A. Seismic-Restraint Loading: 1. Site Class: As Defined in the IBC and California Building Code, Ch. l 629A.3.1. 2. Assigned Seismic Use Group or Building Category: As Defined in the IBC and Title 24: 1.6 SUBMITTALS a. Component Importance Factor: 1.5. b. Component Response Modification Factor: 3.5. c. Component Amplification Factor: 1.0. d. Design Spectral Response Acceleration at Short Periods (0.2 Second): Per design calculations of a registered professional design engineer. e. Design Spectral Response Acceleration at 1.0-Second Period: Per design calculations of a registered professional design engineer. A. Product Data: For the following: I. Include rated load, rated deflection, and overload capacity for each vibration isolation device. 2. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic-restraint component used: a. Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an agency acceptable to authorities having jurisdiction. b. Annotate to indicate application of each product submitted and compliance with requirements. 3. Restrained-Isolation Devices: Include ratings for horizontal, vertical, and combined loads. B. Delegated-Design Submittal: For vibration isolation and seismic-restraint details indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation: I. Design Calculations: Calculate static and dynamic loading due to equipment weight and operation, seismic forces required to select vibration isolators and seismic restraints: a. Coordinate design calculations with wind-load calculations required for equipment mounted outdoors. Comply with requirements in other Division 26 Sections for equipment mounted outdoors. 2. Indicate materials and dimensions and identify hardware, including attachment and anchorage devices. 3. Field-fabricated supports (To comply with design drawings). 4. Seismic-Restraint Details: VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 48 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacing's. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. c. Pre-approval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations). C. Coordination Drawings: Show coordination of seismic bracing for electrical components with other systems and equipment in the vicinity, including other supports and seismic restraints. D. Welding certificates. E. Qualification Data: For professional engineer and testing agency. F. Field quality-control test reports. 1.7 QUALITY ASSURANCE A. Comply with seismic-restraint requirements m the IBC unless requirements m this Section are more stringent. B. Seismic-restraint devices shall have horizontal and vertical load testing and analysis and shall bear anchorage pre-approval OPA number from OSHPD, pre-approval by ICC-ES, or pre-approval by another agency acceptable to authorities having jurisdiction, showing maximum seismic-restraint ratings. Ratings based on testing are preferred to ratings based on calculations. If pre-approved ratings are not available, submittals based on testing are preferred. Calculations (including combining shear and tensile loads) to support seismic-restraint designs must be signed and sealed by a qualified professional engineer. C. Comply with CEC. PART 2 -PRODUCTS 2.1 SEISMIC-RESTRAINT DEVICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Amber/Booth Company, Inc. 2. Mason Industries. 3. Kinetics Noise Control. VIBRATION AND SEISMIC CONTROLS FOR ELECTRlCAL SYSTEMS 26 05 48 - 3 4. Vibration Eliminator Co., Inc. 5. Vibration Mounting & Controls, Inc. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. General Requirements for Restraint Components: Rated strengths, features, and application requirements shall be as defined in reports by OSHPD, or an agency acceptable to authorities having jurisdiction: l. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of components shall be at least two times the maximum seismic forces to which they will be subjected. C. Channel Support System: MFMA-3, shop-or field-fabricated support assembly made of slotted steel channels with accessories for attachment to braced component at one end and to building structure at the other end and other matching components and with corrosion-resistant coating; and rated in tension, compression, and torsion forces. D. Hanger Rod Stiffener: Reinforcing steel angle clamped to hanger rod. Do not weld stiffeners to rods. E. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings, and matched to type and size of attachment devices. F. Resilient Isolation Washers and Bushings: One-piece, molded, oil-and water-resistant neoprene, with a flat washer face. G. Mechanical Anchor: Drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchors with strength required for anchor and as tested according to ASTM E 488. Minimum length of eight times diameter. H. Adhesive Anchor: Drilled-in and capsule anchor system containing polyvinyl or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. 2.2 FACTORY FINISHES A. Finish: Manufacturer's standard prime-coat finish ready for field painting. B. Finish: Manufacturer's standard paint applied to factory-assembled and -tested equipment before shipping: l. Powder coating on springs and housings. 2. All hardware shall be galvanized. Hot-dip galvanize metal components for exterior use. 3. Baked enamel or powder coat for metal components on isolators for interior use. 4. Color-code or otherwise mark vibration isolation and seismic-control devices to indicate capacity range. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 48 - 4 PART 3 -EXECUTION 3.1 EXAMINATION CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Examine areas and equipment to receive vibration isolation and seismic-control devices for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine roughing-in of reinforcement and cast-in-place anchors to verify actual locations before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLICATIONS A. Multiple Raceways or Cables: Secure raceways and cables to trapeze member with clamps approved for application by OSHPD, or an agency acceptable to authorities having jurisdiction. B. Hanger Rod Stiffeners: Install hanger rod stiffeners where indicated or scheduled on Drawings to receive them and where required to prevent buckling of hanger rods due to seismic forces. C. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits. 3.3 SEISMIC-RESTRAINT DEVICE INSTALLATION A. Equipment and Hanger Restraints: 1. Install restrained isolators on electrical equipment. 2. Install resilient, bolt-isolation washers on equipment anchor bolts where clearance between anchor and adjacent surface exceeds 0.125 inch. 3. Install seismic-restraint devices using methods approved by OSHPD, or an agency acceptable to authorities having jurisdiction providing required submittals for component. B. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall. C. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members, pending acceptance by the project structural engineer. D. Drilled-in Anchors: 1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during VIBRATIONANDSEISMICCONTROLSFORELECTRICALSYSTEMS 26 05 48 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF coring or drilling. Notify the structural engineer if reinforcing steel or other embedded items are encountered during drilling. Locate and avoid pre-stressed tendons, electrical and telecommunications conduit, and gas lines. 2. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength. 3. Wedge Anchors: Protect threads from damage during anchor installation. Heavy- duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened. 4. Adhesive Anchors: Clean holes to remove loose material and drilling dust prior to installation of adhesive. Place adhesive in holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. 5. Set anchors to manufacturer's recommended torque, using a torque wrench. 6. Install zinc-coated steel anchors for interior and stainless steel anchors for exterior applications. 3.4 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Install flexible connections in runs of raceways, cables, wire ways, cable trays, and busways where they cross seismic joints, where adjacent sections or branches are supported by different structural elements, and where they terminate with connection to equipment that is anchored to a different structural element from the one supporting them as they approach equipment. 3.5 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports. B. Perform tests and inspections. C. Tests and Inspections: 1. Provide evidence of recent calibration of test equipment by a testing agency acceptable to authorities having jurisdiction. 2. Schedule test with Construction Manager, through Architect, before connecting anchorage device to restrained component (unless post-connection testing has been approved), and with at least seven days' advance notice. 3. Obtain Architect's approval before transmitting test loads to structure. Provide temporary load-spreading members. 4. Test at least four of each type and size of installed anchors and fasteners selected by Architect. 5. Test to 90 percent of rated proof load of device. 6. Measure isolator restraint clearance. 7. Measure isolator deflection. 8. Verify snubber minimum clearances. 9. If a device fails test, modify all installations of same type and retest until satisfactory results are achieved. D. Remove and replace malfunctioning units and retest as specified above. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 48 - 6 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF E. Prepare test and inspection reports. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents. 3.6 ADJUSTING A. Adjust isolators after isolated equipment is at operating weight. B. Adjust limit stops on restrained spring isolators to mount equipment at normal operating height. After equipment installation is complete, adjust limit stops so they are out of contact during normal operation. C. Adjust restraints to permit free movement of equipment within normal mode of operation. END OF SECTION 260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRlCAL SYSTEMS 26 05 48 - 7 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260526, "Grounding and Bonding for Electrical Systems". 2. Section 260533, "Raceway and Boxes for Electrical Systems". 1.2 SUMMARY A. This Section includes the following: 1. Identification for raceway 2. Identification for power conductors and communication and control cable. 3. Warning labels and signs. 4. Instruction signs. 5. Equipment identification labels. 6. Conduit Markers. 7. Miscellaneous identification products. 1.3 CODES, STANDARDS, AND REFERENCES A. American National Standards Institute (ANSI) -ANSI Z35. l: Accident Prevention Signs. B. ANSI/ASME A13.1: Scheme for the Identification of Piping Systems. C. ANSI/IEEE C2: National Electrical Safety Code (NESC). D. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). E. California Code of Regulations (CCR) Title 8. F. California Code of Regulations (CCR) Title 24: California Building Standards Code. G. Code of Federal Regulations (CFR) -29 CFR 1910.145: Accident Prevention Tags. H. Occupational Safety and Health Administration (OSHA) -29 CFR 1910.7: OSHA Occupational Safety and Health Standards. 1.4 SUBMITT ALS A. Product Data: For each electrical identification product indicated. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Identification Schedule: An index of nomenclature of electrical equipment and system components used in identification signs and labels. C. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting provisions, and graphic features of identification products. 1.5 QUALITY ASSURANCE A. Comply with ANSI Al3.l and ANSI C2. B. Comply with CEC. C. Comply with 29 CFR 1910.145. D. Comply with ANSI Al3. l and CEC for color-coding. E. Comply with ANSI Z35. F. Comply with California Code of Regulations (CCR) Title 8 and Title 24. 1.6 REGULATORY REQUIREMENTS A. This Section includes electrical identification materials and devices required to comply with ANSI C2, CEC, OSHA standards, and SDUSD standards. 1. 7 COORDINATION A. Coordinate identification names, abbreviations, colors, and other features with requirements in the Contract Documents, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual, and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. B. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. C. Coordinate installation of identifying devices with location of access panels and doors. D. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2-PRODUCTS 2.1 RACEWAY IDENTIFICATION MATERIALS A. Comply with ANSI Al3.l for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. B. Color for Printed Legend: IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings. 2. Color: Black letters on orange field. 3. Color tracer on neutral conductors for identification. 4. Legend: Indicate system or service and voltage, if applicable. 5. Control Circuits: Control wire numbers indicated on schematic or interconnection diagrams on shop drawings. C. Self-Adhesive Vinyl Labels: Pre-printed, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. D. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, 2 inches wide, fade resistant, compounded for outdoor use. E. Raceways/Conduits Identification Labels: 6. 1. All signal systems and lighting systems shall be identified with weather-resistant, fade-resistant labels identifying the system. Each system shall be color-coded as described below. 2. Labels shall be placed by Electrical and/or Low Voltage Contractor on every conduit run, within 2 feet of every junction box or connector, and each 10 feet thereafter (I label per every 10 feet of conduit). Labels shall wrap around conduit and placed for maximum visibility. 3. All junction boxes, not otherwise identified, shall have a system identification label on the cover. 4. A laminated schedule shall be posted in each electrical, mechanical, and signal room, showing each label and the system it identifies. 5. Label Colors: System Type Identification Background Lettering Lighting and Power Standard Orange White Voltage Telecommunications TELECOM Blue White Label Sizes: System Type Size Background Lettering Lighting and Power 2" (w) x3" (h) Orange 3/8" White Telecommunication 2" (w) x3" (h) Blue 3/8" White System 2.2 POWER, COMMUNICATION, AND CONTROL CABLE IDENTIFICATION MATERIALS A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. 2.3 WARNING LABELS AND SIGNS A. Comply with CEC and 29 CFR 1910.145. B. Self-Adhesive Warning Labels: Factory printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment, unless otherwise indicated. C. Baked-Enamel Warning Signs: Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. 1/4-inch grommets in comers for mounting. Nominal size, 7 inches by 10 inches. D. Metal-Backed, Butyrate Warning Signs: Weather-resistant, non-fading, preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application. 1/4-inch grommets in comers for mounting. Nominal size, 10 by 14 inches. E. Warning label and sign shall include, but are not limited to, the following legends: 1. Multiple Power Source Warning: "DANGER -ELECTRICAL SHOCK HAZARD -EQUIPMENT HAS MULTIPLE POWER SOURCES." 2. Workspace Clearance Warning: "WARNING-OSHA REGULATION -AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST HA VE 36 INCHES CLEARANCE", or greater as required by Code. 2.4 INSTRUCTION SIGNS A. Engraved, laminated acrylic or melamine plastic, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for larger sizes: 1. Engraved legend with black letters on white face. 2. Punched or drilled for mechanical fasteners. 3. Framed with mitered acrylic molding and arranged for attachment at applicable equipment. 2.5 MISCELLANEOUS IDENTIFICATION PRODUCTS A. Cable Ties: Fungus-inert, self-extinguishing, I-piece, self-locking, Type 6/6 nylon cable ties: 1. Minimum Width: 3/16 inch. 2. Tensile Strength: 50 lb, minimum. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black, except where used for color-coding. PART 3 -EXECUTION IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 4 3.1 APPLICATION CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF A. Accessible Raceways, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A: Identify with orange self-adhesive vinyl label. B. Power-Circuit Conductor Identification: For primary and secondary conductors No. 1/0 A WG and larger in vaults, pull and junction boxes, manholes, and handholes use color- coding conductor tape and non-metallic tags. Identify source and circuit number of each set of conductors. For single conductor cables, identify phase in addition to the above. C. Branch-Circuit Conductor Identification: Where there are conductors for more than three branch circuits in same junction or pull box, use color-coding conductor tape and non- metallic tags. Identify each ungrounded conductor according to source and circuit number. D. Conductors to Be Extended in the Future: Attach write-on tags and marker tape to conductors and list source and circuit number. E. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Comply with 29 CFR 1910.145 and apply self-adhesive warning labels. Identify system voltage with white letters on an orange background. Apply to exterior of door, cover, or other access: 1. Equipment with Multiple Power or Control Sources: Apply to door or cover of equipment including, but not limited to, the following: a. Power transfer switches. b. Controls with external control power connections. 2. Equipment Requiring Workspace Clearance According to CEC: Unless otherwise indicated, apply to door or cover of equipment but not on flush panelboards and similar equipment in finished spaces. F. Instruction Signs: 1. Operating Instructions: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation. 2. Emergency Operating Instructions: Install instruction signs with white legend on a red background with minimum 3/8-inch high letters for emergency instructions at equipment used for power transfer or load shedding. 3.2 INSTALLATION A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Apply identification devices to surfaces that require finish after completing finish work. D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device. E. Attach non-adhesive signs and plastic labels with stainless steel screws and auxiliary hardware appropriate to the location and substrate. F. System Identification Vinyl Labels for Raceways and Cables: Each vinyl label shall completely encircle cable or conduit. Place adjacent bands of two-color markings in contact, side by side. Locate labels at changes in direction, at penetrations of walls and floors, at 50-foot maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas. G. Color-Coding for Phase and Voltage Level Identification, 600 V and Less: Use the colors listed below for ungrounded service, feeder, and branch-circuit conductor: 1. Color shall be factory applied or, for sizes larger than No. 10 A WG if authorities having jurisdiction permit, field applied. 2. Colors for 240/120-V Circuits: a. Phase A: Black. b. Phase B: Red. END OF SECTION 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 27 26 WIRING DEVICES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Related Sections include the following: 1. Section 260519, "Low Voltage Electrical Power Conductors and Cables". 2. Section 260526, "Grounding and Bonding for Electrical Systems". 3. Section 260533, "Raceway and Boxes for Electrical Systems". 4. Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes the following: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Snap switches and wall-box dimmers. 1.3 CODES, STANDARDS AND REFERENCES A. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). B. National Electrical Contractors Association (NECA) -NECA 1: Good Workmanship in Electrical Construction. C. National Electrical Manufacturers Association -NEMA 250: Enclosures for Electrical Equipment (1000 Volts Maximum). D. National Electrical Manufacturers Association -NEMA WD6: Wiring Devices - Dimensional Requirements. E. Underwriters Laboratories -UL943: Ground Fault Circuit-Interrupters. F. Underwriters Laboratories -UL1436: Outlet Circuit Testers and Similar Indicating Devices. WIRING DEVICES 26 27 26 - 1 1.4 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground-fault circuit interrupter. 1.5 SUBMITT ALS A. Product Data: For each type of product indicated. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Shop Drawings: List of legends and description of materials and process used for pre- marking wall plates. C. Samples: One for each type of device and wall plate specified, in each color specified, when requested by Architect. D. Field quality-control test reports. E. Operation and Maintenance Data: For wmng devices to include all manufacturers' packing label warnings and instruction manuals that include labeling conditions. 1.6 QUALITY ASSURANCE A. Source Limitations: Obtain each type of wiring device and associated wall plate through one source from a single manufacturer. Insofar as they are available, obtain all wiring devices and associated wall plates from a single manufacturer and one source. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article l 00, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C. Comply with CEC. 1.7 COORDINATION A. Receptacles for Owner-Furnished Equipment: Match plug configurations. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: l. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). WIRING DEVICES 26 27 26 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour). 2.2 STRAIGHT BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 configuration 5-20R, and UL 498. Imprint receptacles per drawings where split wiring as required for Title 24 compliance. 1. Products: Subject to compliance with requirements, provide one of the following manufacturers: a. Cooper b. Hubbell c. Leviton d. Pass & Seymour 2.3 GFCI RECEPTACLES A. General Description: Straight blade, non-feed-through type. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: I. Products: Subject to compliance with requirements, provide one of the following: a. Cooper; GF20. b. Pass & Seymour; 2084. 2.4 WALL PLATES A. Single and combination types to match corresponding wiring devices. 1. Plate-Securing Screws: Metal with head color to match plate finish. 2. Material for Finished Spaces: 0.035-inch thick, satin-finished stainless steel 3. Material for Unfinished Spaces: Galvanized steel. 4. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." B. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather-proof, die-cast aluminum with lockable cover. 2.5 WALL PLATES A. Single and combination types to match corresponding wiring devices. WIRING DEVICES 26 27 26 -3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Plate-Securing Screws: Metal with head color to match plate finish. 2. Material for Finished Spaces: 0.035-inch thick, satin-finished stainless steel 3. Material for Unfinished Spaces: Galvanized steel. 4. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." B. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather-proof, die-cast aluminum with lockable cover. 2.6 FINISHES A. Color: Wiring device catalog numbers in Section Text do not designate device color. 1. Wiring Devices Connected to Normal Power System: Ivory unless otherwise indicated or required by CEC or device listing. 2. Wiring Devices Connected to Standby or Emergency Power System: Red. PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. B. Coordination with Other Trades: 1. Take steps to insure that devices and their boxes are protected. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of the boxes. 2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. 3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. 4. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: 1. 2. 3. WIRING DEVICES Do not strip insulation from conductors until just before they are spliced or terminated on devices. Strip insulation evenly around the conductor using tools designed for the purpose. A void scoring or nicking of solid wire or cutting strands from stranded wire. The length of free conductors at outlets for devices shall meet provisions of CEC , Article 300, without pigtails. 26 27 26 - 4 4. Existing Conductors: CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pig-tailing existing conductors is permitted provided the outlet box is large enough. D. Device Installation: 1. Replace all devices that have been in temporary use during construction or that show signs that they were installed before building finishing operations were complete. 2. Keep each wiring device in its package or otherwise protected until it is time to connect conductors. 3. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment. 4. Connect devices to branch circuits using pigtails that are not less than 6 inches in length. 5. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by the manufacturer. 7. Tighten unused terminal screws on the device. 8. When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal-to-metal contact. E. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles up, and on horizontally mounted receptacles to the left. F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening. 3.2 IDENTIFICATION A. Comply with Division 26, Section 260553, "Identification for Electrical Systems." l. Receptacles: Identify panel board and circuit number from which served. Use hot, stamped or engraved machine printing with black-filled lettering on face of plate, and durable wire markers inside outlet boxes. 3.3 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. WIRING DEVICES 26 27 26 - 5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Test Instruments: Use instruments that comply with UL 1436. 2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated LED indicators of measurement. B. Tests for Convenience Receptacles: 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable. 3. Ground Impedance: Values of up to 2 ohms are acceptable. 4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. 5. Using the test plug, verify that the device and its outlet box are securely mounted. 6. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above. END OF SECTION 262726 WIRING DEVICES 26 27 26 - 6 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF SECTION 265119 LED INTERIOR LIGHTING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division O 1 Specification Sections, apply to this Section. 1.2 SUMMARY 1.3 A. Section Includes: A. B. C. D. E. F. G. 1. Interior solid-state luminaires that use LED technology. 2. Lighting fixture supports. DEFINITIONS CCT: Correlated color temperature. CRI: Color Rendering Index. Fixture: See "Luminaire." IP: International Protection or Ingress Protection Rating. LED: Light-emitting diode. Lumen: Measured output of lamp and luminaire, or both. Luminaire: Complete lighting unit, including lamp, reflector, and housing. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. 3. Include physical description and dimensions of luminaires. 4. Include emergency lighting units, including batteries and chargers. 5. Include life, output (lumens, CCT, and CRI), and energy efficiency data. 6. Photometric data and adjustment factors based on laboratory tests, complying with IESNA Lighting Measurements Testing and Calculation Guides, of each lighting fixture type. The adjustment factors shall be for lamps and accessories identical to those indicated for the lighting fixture as applied in this Project IES LM-79 and IES LM-80. LED INTERIOR LIGHTING 265119 - 1 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF a. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. B. Product Schedule: For luminaires and lamps. Use same designations indicated on Drawings. 1.5 INFORMATIONAL SUBMITT ALS A. Qualification Data: For testing laboratory providing photometric data for luminaires. B. Seismic Qualification Certificates: For luminaires, accessories, and components, from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. C. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Product Certificates: For each type ofluminaire. E. Product Test Reports: For each luminaire, for tests performed by a qualified testing agency. F. Sample warranty. 1.6 CLOSEOUT SUBMITT ALS A. Operation and Maintenance Data: For luminaires and lighting systems to include in operation and maintenance manuals. 1. Provide a list of all lamp types used on Project; use ANSI and manufacturers' codes. 1. 7 MAINTENANCE MATERIAL SUBMITT ALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Lamps: Ten for every 100 of each type and rating installed. Furnish at least one of each type. 2. Diffusers and Lenses: One for every 100 of each type and rating installed. Furnish at least one of each type. 3. Globes and Guards: One for every 20 of each type and rating installed. Furnish at least one of each type. LED INTERIOR LIGHTING 265119 -2 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1.8 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 19 I 0. 7, accredited under the NVLAP for Energy Efficient Lighting Products, and complying with the applicable IES testing standards. B. Provide luminaires from a single manufacturer for each luminaire type. C. Each luminaire type shall be binned within a three-step MacAdam Ellipse to ensure color consistency among luminaires. 1.9 DELIVERY, STORAGE, AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering before shipping. 1.10 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive the District of other rights District may have under other provisions of the Contract Documents and State of California Contract Law, and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Warranty Period: Five year(s) from date of Substantial Completion. PART 2-PRODUCTS 2.1 A. B. C. D. E. LUMINAIRE REQUIREMENTS CRI of minimum 80. CCT of 4100 K. Rated lamp life of 50,000 hours. Lamps dimmable from I 00 percent to O percent of maximum light output. Internal driver. Nominal Operating Voltage: as shown on the Fixture Schedule. I. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. F. Fixtures shall meet the following minimum performance criteria: LED INTERIOR LIGHTING 265119 -3 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1. Minimum CU for typical RCR shall be as follows (typical cavity reflectances are ceiling, 80 percent; wall, 50 percent; and floor, 20 percent): a. RCR 3: 0.76 CU. b. RCR 5: 0.62 CU. c. RCR 7: 0.51 CU. 2. Minimum Spacing to Mounting Height Ratio: 1.4. 3. Minimum Visual Comfort Probability (VCP): 70, for room dimensions as specified on drawings. 4. Maximum Luminance Ratio: 5. 5. Minimum LER: 70. 2.2 LUMINAIRE SCHEDULE A. Refer to the Lighting fixture schedule on the drawings for features for each specific luminaire type, luminaire options and the names of acceptable manufacturers. The use of a manufacturer's name on the Lighting Fixture Schedule is intended to establish a level of quality and is not in- tended to limit the selection of equal products from other manufacturers. 2.3 LUMINAIRE FIXTURE SUPPORT COMPONENTS A. Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems" for channel and angle iron supports and nonmetallic channel and angle supports. B. Single-Stem Hangers: Comply with manufacturer's instructions for hanging. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine roughing-in for luminaire to verify actual locations of luminaire and electrical connections before fixture installation. Proceed with installation only after unsatisfactory conditions have been conected. 3.2 INSTALLATION A. Comply with NECA I. B. Install luminaires level, plumb, and square with ceilings and walls unless otherwise indicated. C. Install lamps in each luminaire. D. Flush-Mounted Luminaire Support: LED INTERIOR LIGHTING 265119 - 4 3.3 3.4 1. Secured to outlet box. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 2. Attached to ceiling structural members at four points equally spaced around circumference of luminaire. 3. Trim ring flush with finished surface. E. Ceiling-Mounted Luminaire Support: A. A. 1. Ceiling mount with two 5/32-inch diameter aircraft cable supports. 2. Ceiling mount with pendant mount four-point pendant mount with 5/32-inch. 3. Ceiling mount with hook mount. IDENTIFICATION Identify system components, wmng, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." FIELD QUALITY CONTROL Perform the following tests and inspections: 1. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation. 2. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery power and retransfer to normal. B. Luminaire will be considered defective if it does not pass operation tests and inspections. C. Prepare test and inspection reports. END OF SECTION 265119 LED INTERIOR LIGHTING 265119 -5 CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF SECTION 265619 LED EXTERIOR LIGHTING PART l -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.3 A. Section Includes: A. B. C. D. E. F. l. Exterior solid-state luminaires that are designed for and exclusively use LED lamp technology. DEFINITIONS CCT: Correlated color temperature. CRI: Color rendering index. Fixture: See "Luminaire." IP: International Protection or Ingress Protection Rating. Lumen: Measured output of lamp and luminaire, or both. Luminaire: Complete lighting unit, including lamp, reflector, and housing. 1.4 ACTION SUBMITT ALS A. Product Data: For each type of luminaire. l. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. 3. Include physical description and dimensions ofluminaire. 4. Lamps, include life, output (lumens, CCT, and CRI), and energy-efficiency data. 5. Photometric data and adjustment factors based on laboratory tests, complying with IES Lighting Measurements Testing and Calculation Guides, of each luminaire type. The LED EXTERIOR LIGHTING 265619 - 1 6. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF adjustment factors shall be for lamps and accessories identical to those indicated for the luminaire as applied in this Project IES LM-79. Means of attaching luminaires to supports and indication that the attachment is suitable for components involved. 1.5 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7, accredited under the NVLAP for Energy Efficient Lighting Products and complying with applicable IES testing standards. B. Provide luminaires from a single manufacturer for each luminaire type. C. Each luminaire type shall be binned within a three-step MacAdam Ellipse to ensure color consistency among luminaires. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering prior to shipping . 1.7 FIELD CONDITIONS A. Verify existing and proposed utility structures prior to the start of work associated with luminaire installation. B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire installation. 1.8 WARRANTY A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures, including luminaire support components. b. Faulty operation of luminaires and accessories. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering. LED EXTERIOR LIGHTING 265619 - 2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Warranty Period: Five> year(s) from date of Substantial Completion. PART 2-PRODUCTS 2.1 A. B. C. D. E. F. G. H. LUMINAIRE REQUIREMENTS Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. UL Compliance: Comply with UL 1598 and listed for wet location. L 70 lamp life of 50,000 hours. Lamps dimmable from 100 percent to 10 percent of maximum light output. Internal driver. Nominal Operating Voltage: 120 V ac. Lamp Rating: Lamp marked for outdoor use and in enclosed locations. Source Limitations: For luminaires, obtain each color, grade, finish, type, and variety of luminaire from single source with resources to provide products of consistent quality in appearance and physical properties. 2.2 LUMINAIRE TYPES A. Refer to the Lighting Fixture Schedule on the Drawings for features of each specific luminaire type, luminaire options, and acceptable manufacturers. The use of a manufacturer's name on the Lighting Fixture Schedule is intended to establish a level of quality and is not intended to limit the selection of equal products from other manufacturers. 2.3 MATERIALS A. Metal Parts: Free of burrs and sharp corners and edges. B. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated: I. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. C. Housings: LED EXTERIOR LIGHTING 265619 - 3 2.4 A. B. 2.5 A. CARLSBAD FIRE ST A TION #5 STORAGE BUILDING ROOF 1. Rigidly formed, weather-and light-tight enclosure that will not warp, sag, or deform in use. 2. Provide filter/breather for enclosed luminaires. FINISHES Variations in Finishes: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. Luminaire Finish: Manufacturer's standard paint applied to factory-assembled and -tested luminaire before shipping. Where indicated, match finish process and color of pole or support materials. LUMINAIRE SUPPORT COMPONENTS Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems" for channel and angle iron supports and nonmetallic channel and angle supports. PART 3 -EXECUTION 3.1 3.2 A. B. C. D. A. B. C. EXAMINATION Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit connections before luminaire installation. Examine walls, roofs, and canopy ceilings for suitable conditions where luminaires will be installed. Proceed with installation only after unsatisfactory conditions have been corrected. GENERAL INSTALLATION REQUIREMENTS Comply with NECA 1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. Install lamps in each luminaire. LED EXTERIOR LIGHTING 265619-4 3.3 3.4 D. E. F. G. A. A. B. Fasten luminaire to structural support. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Wiring Method: Install cables in raceways. Conceal raceways and cables. Install luminaires level, plumb, and square with finished grade unless otherwise indicated. Coordinate layout and installation of luminaires with other construction. IDENTIFICATION Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." FIELD QUALITY CONTROL Inspect each installed luminaire for damage. Replace damaged luminaires and components. Perform the following tests and inspections by a technician certified by the California Energy Commission for compliance with the latest CEC Title 24 acceptance testing and certification requirements for the lighting control system. The testing shall include but not limited to the following:: 1. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation. END OF SECTION 265619 LED EXTERIOR LIGHTING 265619 -5 CITY OF CARLSBAD GENERAL NOTES 1 THS PlAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CHY OF CARLSBAD REGAR~NG IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAJVE Al# POOTION OF THE CARLS6AD Mur-,clPAL CODE RESOLUTION OF CONDITIONAL APPROVAL Cll'I STANDARDS OR OTI-ER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERU.IN TO THS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS 'M-IEN NO~ONFORMANCE IS DISCOVERED 3. CITY APPROVAL OF PlANS DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS At,() OMISSIONS DISCOVERED DURING CONSTRUCTION ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY FOR APPROVAL 5. NO WORK SHALL BE COMMENCED L,t,/Tll ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGHJCIES 6 REVISION OF THESE PLANS MAY BE REOtARED IF THE PROPOSED IMPROVEMENT$ ARE NOT CONSTRUCTED PRIOR TO THE OEAOI.Jt£ DATE OF THE IMPROVEMENT AGREEMENT NO REVISIONS \NILL BE MADE TO THESE PLANS \NI THO UT THE WRITTEN APPROVAL OF Tt-E CITY PROJECT MANAGER, NOTED \NITHIN THE REVISION BLOCK ON Tl-IS TITLE SHEET 8. ORIGINAL DRAVIIINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE PROJECT MANAGER _ THE ORIGINAL ORA VIII NG SHALL BE REVISED TO REFLECT As-BUil T CONDITIONS 9Y THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE WY 10.ACCESS FOR FlRE ANDOTHEREMERGENCYVEl-iCLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION 2 00 P.M Vi/ILL BE SCHEDU.EDFOR TWO FULL WORK DAYS LATER. 14. THE DW'NER AND'OR APPLICANT THROUGH Tl-E CONTRACTOR SHALL DESIGN. CONSTRUCT MAINTAIN ALL SAFETY OE'lllCES. INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL STATE AND FEDERAL SAFETY AND H::AL TH STANDARDS, LAWS AND REGULATIONS 1 I All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP REPAIR ARRIVAL, DEPARTUREOF;J OPERATION OF TRUCKS ANO CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN JOO AJA. AN0600 PM. EACH DAY. MONDAY THRU FRIDAY ANDNOCONSTRUCTIONACTMTtES SHALL BE CONDUCTED ON WEEKENDS OF;J HOU DAYS (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) WITHOUT PRIOR AUTHORIZATION FROM CITY PROJECT MANAGER 1 NOBLASTINGSHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT 20 THE EXISTENCE ANO LOCATION OF UTtLITYSTRUCTURESMOFAClLITlES SHOWN ON TI-E CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCEOFOTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWNORINALOCATION DIFFERENT FROM THAT SHCl'M's ON THE PLANS THE CONTRACTOR IS REQURED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN 21 THE CONTRACTOR SHALL \IERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND LNOERGROLNO) WITHIN THE PROJECT SITE SUFFICIENTLY Af-EAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUNOTHATTHEACTUAL LOCATIONS ARE IN CONFLICT VIIITH THE PROPOSED WORK. 22L.~§l~~~zai~~~cm11~R1ttEfJER~ii~ §8~~:~~~g~fN~'k°¾ti~ FACILITJES ANO SHALL COORDINATE WORK 'MTH A COMPANY REPRESENTATIVE ~~°i~GROUND SERVICE ALERT (DIG ALERT) AT&T SPECTF;JUMCABlE COX COMMUNICATIONS OTY OF CARLSBAD(SE'WER WATER & RECLAIMED WATER) .,, (000)411·['.143 rn1_,n_.2_e, (800)22·2600 (61-1262-1122 (60)436-2-.?2 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS'' BE ADDEO TO PROHIBIT WASTE DISCHARGE 00\MJSTREAM. STENCILS SHALL BE ADDEO TO THE SATISFACTION OF THE CITY ENGINEER 24. SITE AND CONSTRUCTION ACTIVITIES MUST NOT INTERFERE 'MTH ACTI\IE FIRE STATION OPERATIONS CARLSBAD FIRE STATION [5 STORAGE BUILDING ROOF 100°/o SUBMITTAL SET PROJECT DIRECTORY CLIENT/LEGAL OWNER PUBLIC WORKS DEPARTMENT CITY OF CARLSBAD 1635 FARADAY CARLSSAO, CA 92008 PH. (760)602-7543 STEVEN STEWART, PROJECT MANAGER ARCHITECT PLATT.wHITELAW ARCHITECTS. INC. 4034 30TH STREET SAN DIEGO. CA 92104 PH: (619)546-4326 FAX: (619)546-4350 SANORA GRAMLEY. PROJECT ARCHITECT STRUCTURAL ENGINEER AARK ENGlNEERING, INC. 1870 CORDELL COURT, SUITE 202 El CAJON, CA 92020 PH: {619)312-6336 FAX· (619)312-6560 DANIEL GRANT ELECTRICAL ENGINEER ALAGIA ENGINEER!NG 17743DELPASODR PCfflAY,CA92064 PH: {858)746-7414 NEAL ALAGIA, PE SITE STORMWATER TOTALOISTURBEOAREA= 1.500SF (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF, SITE WORK lNCLUDI~ PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES UTILITY TRENCHES. BACKFILL CUTS, ANO SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA= 0 SF TOTAL PROPOSED IMPERVIOUS AREA= 0 SF 2540 OrJIII IWD[j CcrDTIJctl, CA 2010 DESCRIPTION OF WORK LOCATION AND VICINITY MAP TENANT IMPROVEMENT OF EXISTING OPEN STORAGE ROOM TO PROVIDE ROOF. APN 2011 050 29 00 OVERHEAD SECTIONAL DOOR. HOLLOW METAL DOOR CMU WALL INFILL. INTERIOR CITY OF OCEANSIOE PAINTING, SKYLIGHTS, GRAVITY VENTILATORS. STRUCTURAL IMPROVEMENTS, AND y 7s ELECTRICAL WORK INCLUDING NEW LIGHTING, RECEPTACLES. AND POWER CORO REELS. OCCUPANCY & TYPE OF CONSTRUCTION NO CHANGE OF OCCUPANCIES OR TYPE OF CONSTRUCTION PROPOSED. BUILDING OCCUPANCY IS 5--2 AND U. TYPE OF CONSTRUCTION JS V~. TOTAL BUILDING AREA IS 3,639 SF. WORK TO BE DONE TtE IMPROVEIJENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FO<.LOWJ,JGOOCUMENTSCURRENTATTHE™EOfCONSTRUCTIONASDIRECTED BYTHECrTYPROJECTMANAGER 5 THE SAN DIEGO -'REA REGIO~L ST».OAROORAwtlGSAl«lAS MAY SE M{)Ojf!ED BYTHECITYOFCARLSBADSTAN!JAROS 6. ;TT:~;;~'6t_~~~ION PREVENTION PV,t,, PER Cm' OF CARLSBAD E~ERING 7. CALIFORt,IASTORMWATERQUAUT'l'ASSOCIATIONBMPCOOSTRUCTIOl.>,ANOBOOK ANOCAlTRANSCO~TRUCTIONSITEBMPWMJAL NOTE THAT CONTRACTOR TOPROVIDI" N£JCOMPLY WITH 11-lE REQUIREMENTS OF TI-lE SM'PP AND MUST MEET MINllolUMREOUIREMENTSFORCONSTRUCTIONBMPS. ADHERE TO CITY OF CARI.SBAO STORMW-' TER POl.LUTION PREVENTION Pl.AN (SWPPP) W.NLL,1,L ANO BEST MANAGEMENT PRACTICES fBMPI FOR TIER 1. CONTRACTO!I MUST REVIEW REQUIREMENTS FOR STORMWATER POLLl/TIONPREVENTIONPI.AN(swPPP)PRIORTOBIO-'~CONSTRUCTION,-'NOIMPI.Et.ENTM~RES REQUl<'EO. WATERFROMTHISPRO.JECTMUSTBECOI.LECTEDN#JCONlAACTORWSTREMOV'E-'WDISPOSEOF PROPERLYOFFSITE.NODIScw.RGENTOC1TYSEWERSYSTEMORINTOTHElANDSCAPING-'REA.PROTECT OUTDOQRSTORAGEAREASN#JOUTOOORTAASHARE.ASFRDMRAINFALl.RUNCW RUt,f()FF ,\NOWJ,«) "'"""'' RESPONSIBLE CHARGE SHEET INDEX ARCHITECTURAL T001 TITLESHEET G001 NOTES, ABBREVIATIONS, & SYMBOLS A001 SITE PLAN & COOE ANALYSIS A101 FLOOR PLAN At02 REFLECTED CEILING PLAN A103 ROOF PLAN A201 ELEVATION & SECTION A501 ROOF DETAILS A502 DOOR&WALLDElAILS STRUCTURAL S001 GENERAL STRUCTURAL NOTES S101 WALLPLAN S102 ROOF PLAN S501 MASONRY DETAILS S502 STRUCTURAL DETAILS ELECTRICAL E001 ELECTRICAL LEGEND E002 TfTLE24CALCULATIONS E003 TITLE24CALCULAT10NS E004 TITLE 24 CALCULATIONS E101 ELECTRICAL FLOOR Pl.AN E201 SINGLE LINE DIAGRAM REFERENCE DRAWINGS CITY DRAWINGS 804--1 & 396-1A GOVERNING CODES PARTIAL LISTOf APPLICABLE CODES AS OF January 1. 2017· 2016 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.CR. 2016 CALIFORNIA BUILDING CODE (CSC), PART 2, TITLE 24 C.C.R. 2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2008 NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA MECHANICAL CODE (CMC), PART 4. TITLE 24 C.C.R. (2009 UNIFORM MECHANICAL CODE AND 2010 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA PlUMBlNG CODE (CPC), PART 5, TITLE 24 C.C.R. {2009 UNIFORM PLUMBING CODE AND 2013 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA ENERGY CODE, PART 6. TITLE 24 C.C.R. 2016 CALIFORNIA FIRE CODE, PART 9, TlTLE 24 C.C.R. (2012 INTERNATIONAL FIRE COOE ANO 2013 CALIFORNIA AMENDMENTS) 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R 2016 CALIFORNIA REFERENCED ST ANDA.RDS. PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGUlATIONS. FEDERAL CODES AND STANDARDS. AMERICANS Vv"ITH DISABILITIES ACT (ADA), TITLE II OR TITLE Ill FORTJTLE II UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) OR ADA STANDAADS FOR ACCESSIBLE DESIGN (APPENDIX A. OF 28 CFR PART 38) FOR TITLE Ill: ADA STANDARDS FOR ACCESSIBLE DESIGN {APENDIX A OF 28 CFR PART 38) Accepled BabaqN Tej PLATT /WtlTB.AW ARCHITECTS, INC. ~-r/1i.,/01, "QECLARATION OF RESPONSIBLE CHARGE" I H;;REBY DECLARE THAT I AM THE ARCHITECT OF WORK FOR THIS PROJECT. THAT I HAVE EXERQSED RESPONSIBLE CHARGE OVER THc DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 --03 OF THE BUSINESS ANO PROFESSIONS COOE, ANO THAT THE DESIGN 16 CONSISTENT 'MTH CURRENT STANDARDS I UN0EF;JSTAN0 THAT THE CHECK OF PROJECT ORA'MNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ARCHTECT OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN FIRM Pl AIIftM-:IIIEI AW ARGHITEGIS IJ>K EEARllAfD'.232916 REGISTRATION8(PIRATIONOATE ~=--- ~ SJ:;;r, PE C77173 EXP 12/3112018 PR0.£CT MANAGER t==!:===t==:!===================t===::1===:J:===!:==:! ~ CIJJuc DJRKf o1l!~¼'E~/D ~ FIRE STATION #r, STORAGE BUILDING ROOF TITLE SHEET ABBREVIATIONS AB ABV AC ,cc ACS ACT ACDL ADJ "' AFF ALT """ APPL ARCH ASPH BO BLDG BLW B" BIM BO BOB "" BlWN BYND CAB CB CE• CHN1 Cl CIP CJ Cl CLG Cll<G CLR c•u COL CONC CONST CONT CPT CSK CSWK CT CTR DBL DEMO OF OH DG 0~ DIM ON DR OS DSA OTL DWG E IE) EA ECP EF EG EJ EL ELEC ELEV EMBED EQ ES EW EXP EXT Fl FB FD FDC ANCHOR BOLT ABOVE ASPHAL TIC CONCRETE ACCESSIBLE ACCESS COMPLIANCE (DSA) ACOUSTICAL CEILING TILE ADDITIONAL ADJACENT ARCHITECT/ ENGINEER ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPLICATION ARCHITECT I ARCHITECTURAL ASPHALT BOARD BUI.DING BELOW BEAU BENCHMARK BOTTOM OF BOTTOM OF BEAM BOTTOM BETWEEN BEYOND CABINET CATCH BASIN CEMENT CHANNEL CAST IRON CASTINPlACE CONTROi.JOiNT CENTERLINE CEUNG CAULKING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS, CONTINUED CARPET COUNTERSINK CASEWORK CERAMIC TILE CENTER DOUBLE DEMOLISH I DEMOLITION DRINKING FOUNTAIN DOUBlEHUNG DECOMPOSED GRANITE DIAMETER DIMENSION DGWN FON FE FEC FF FF&E FG FH FHC FIN FIXT FLR FLS FLUOR FO FOB FOC FOF FO" FOP FOS FRP FS m FT FTG FV GA GAI.V GEN GR GWB GYP HB HC HD HDWR HI H" HORIZ HP HT HVAC HW ID INSUL INT JAN JT DGCR LAM OOW'NSPOUT LAT DMSIONOFSTATEARCHllECT LAV DETAIL LF DRAWING LOC EAST EXISTING EACH EXTERIOR CEMENT PLASTER EACH FACE I EXHAUST FAN EXISTING GRADE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR/ ELEVATION EMBEOMENT EQUAL EACH SIDE EACH WAY EXPOSED I EXPANSION EXTERIOR FROM FlBERGLASS FLOOR DRAIN FIRE DEPARTMENT LP MACH MAS IAAT MAX MB MECH MFR "H MIN MO MOE •TD "Tl N (N) NIC NOi(#) NO" NTS CONNECTION FOUNDATION 0/ FIRE EXTINGUISHER OA FIRE EXTINGUISHER CABINET QC FINISH FLOOR, FACTORY FINISH ace FURNITURE.FIXTURES& OD EQUIPMENT FINISH GRADE OFCI FIRE HYDRANT FIRE HOSE CABINET OFOI FINISH FIXTURE OH FLOOR 0/H FIRE & LIFE SAFETY (DSA) OPNG FLUORESCENT OPP FACE OF FACE OF BUILDING I BEAM P FACE OF CONCRETE PC FACE OF FINISH PCF FACE OF MASONRY PERF FACE OF POST PH FACE OF STUD PU(>) FIBERGLASS REINFORCED PLAM PLASTIC PLAS FINISH SURFACE PLBG FIRE SPREAD INDEX PLT FOOT.FEET PLYWD FOOTING POT FJELD VERIFY PSF PSI GAUGE PT GALVANIZED PVC GENERAL GRADE QT GYPSUM WALL BOARD QTY GYPSUM R/RAD HOSE BIBB RCP HOLLOW CORE RO HEAD REC HARDWARE REF HIGH REINF HOLLOW METAL HORIZONTAL REOO HIGH POINT RM HEIGHT RMV HEATING, VENTILATING AND RO AIR CONDmONING RR HARDWOOD R&R RTD INSIDE DIAMITER INSULATION,IINSULATED S INTERIOR SC SCHED JANITOR SDI JOINT SF SHT LAMINA TE SHTG LATERAL SHWR LAVATORY SIM LINEAL FEET SM LOCATION SMS LOW POINT SP SPC MACl,INE SPEC MASONRY SQ MATERIAL SR MAXIMUM SS MACHINE BOLT STC MECHANICAL STD MANUFACTIJRER STL MANHOLE STD MINIMUM STRUCT MASONRY OPENING SUSP MEANS OF EGRESS MOUNTED T&B METAL T&G TEL NORTH THK NEW THRESH NOT IN CONTRACT TL T NUMBER TO NOMINAL TC NOTTO SCALE TOC OVER OVERALL ON CENTER OCCUPANT I OCCUPANCY OUTSIDE DIAMffiR I OVERFLOW DRAIN OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OPPOSITE HAND OVERHEAD OPENING OPPOSITE PAINT PIECE POUNDS PER CUBIC FOOT PERFORATED PANIC HARDWARE PROPERTY LINE PLASTIC I.AMINA.TE PLASTIC PLUMBING PLATE PLYWOOD PATH OF TRAVEL (ACCESSIBLE) POUNDS PER SQUARE FOOT POUNDS PER sauARE INCH PRESSURE TREATED POLY VINYL CHLORIDE QUARRY TILE QUANTITY RADIUS REFLECTED CEILING PLAN ROOF DRAIN RECESSED REFERENCE REINFORCING/ REINFORCEMENT REQUIRED ROO• REMOVE ROUGH OPENING RETURN REGISTER REMOVE AND REINSTALL RATED SOUTH, SEWER SOLID CORE SCHEDULE SMOKE DEVELOf'ED INDEX SQUARE FEET Sl<EET SHEATHING Sl<OWER SIMILAR SURFACE MOUNT SHEET MET AL SCREW SPECLAL SPACE SPECIFIED/ SPECIFICATION SQUARE SUPPLY REGISTER STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TOP&BOTTOM TONGUE AND GROOVE TELEPHONE THICK/THICKNESS TI-IRESHClD TOILET TOP OF TOP OF CURB TOP OF CONCRETE TOS TOW TP TRANS lYP 00N ws VAT VCT VERT ~F vwc w WI WC WO WOW WI WMS WKJ WP WPJ WS WT WWF TOPCJ"STEEL TOP Cf WALL TOILET PAPER DISPENSER TRANSVERSE TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VINYL ASBESTOS TILE VINYL COMPOSmON TILE VERTICAL VERIFY INFIELD VERIFY WITH CML W!'ST WITH WATER CLOSET WOOD WINDON WOOJWORKINSTITUTE WIRE MESH SCREEN WITHOUT WATERPROOF WEAKENED PLANE JOM WOOD SCREW WEIGHT WELDED WIRE FABRIC ANGLE CHANNEL CENTERLINE DIAMETER POUND OR NUMBER GENERAL NOTES 1. THE CONTRACTOR SHALL BE SOI.Et Y RESPONSIBLE FDR ENFORCING ALL SAFETY MEASURES CONFOR'-4 TOAl.l LOCAL, STATE A.ND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS, AND REGULATIONS. ASSUME SOLE ANO COMPLETE RESPONSIBLITY FOR JCl! SITE CONDITIONS OORJNG THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 2. T11E INTENT OF TI,ESE DOCUMENTS IS TO INCLUDE All LABOR. MATERIALS, ANO SERVICES NECESSARY FOR me COMPlETlON OF All WORK SHOWN, PRESCRIBED OR REASONABLY 1"4PUEO, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE DOCUMENTS. 3. GENERAL Bl.Ml.DING PERMIT WIU BE FURNISHED BY OWNER ONCE CONTRACTOR HAS PROVIDED COW'ANY AND CONTACT INFORMATION, 4. All WORK ANO MATERIALS SHAU CONFORM TO n,e CALIFORNIA BUILDING CODE, 2016 EDITION, ANO CURRENT ADOPTED Ec:rnc:ws OF THE CALIFOR"IA ARE CODE, NFPA LIFE SAFETY CODE, CALIFORNIA ELECTRICAL COi:E, AMERICANS WITH DISABILITIES ACT REGULATIONS, ANO AU ANSI. ASTM AND OTI-ER STANDARDS, 5. VERfY ALL DIMENSIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND, 6. CONTRACTOR Sr-lALL BE RESPONSIBLE FOR All SCHEDULING At-.0 COORDINATION. 7. VERIFY WITH ARCHITECT WHETI-ER THESE NOTES OR SPECIFIC NOTES ON DRAWINGS SHALL TAKE PRECEDENCE IN CASE OF CONFLICT. 8. WHERE NO CONSTRUCTION OETALS ARE~ OR NOTED FDR ANY PART OF THE WORK, SUCH DETAI.S SKALL BE THE SAME AS FDR SIMI.AR WORK SHOYm ON THE DRAWINGS. VERIFY WITH ARCHITECT 9. CONTRACTOR SHALL VERIFY PAINT LOCATIONS ANO COLORS OF PAINTS A.NO STAINS WITH ARCHITECT BEFORE APPLICATION. 10. ICC-ES REPORT NUMBERS WHERE SHOWN ON DRAWINGS ANO IN THE SPECIFICATIONS ARE SHOWN OIUTOINOICATE THE REQUIRE!.ENTS BY Tl--lE LOCAL BUILDING DEPARTMENT. OTHER PRODUCTS WITH APPROVED REPORT NUMBERS MAY BE USED IF SUBMITTED TO AND APPROVED BYARClilTECT,C!TYPROJECTtMW.GER,At-.OTHEBUILOINGDEPARTMENTPRIORTO INSTALLATION. 11. 00 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. 12. INTERIOR WALL AND CELING FINISH FRAME-5PREAD RAffiGS SHALL BE CLASS AAS REQUllEDBYCBCCfVIPTER803,1ANOTABlEB03.9, 13. IF THE BUILDING t~ECTOR OETERM'1ES NONCOt.f'LIANCE WITH ANY CURRENT ACCESSIIIUTY PROVISIONS Of THE LAW, HE/SHE SHAll REQUIRE SUBMITTAL Of COMPLETE AND DETAILED PLANS TO TIE Pl.AN REVIEW OMSION OF THE DEVELOPMENT SERVICES OEPAATMENT FOR FURTHER REVEW PLANS MUST CLEARLY SHOW ALL EXISTING NDNCOMPllANCE CONDfOONSAFFECTED BY THE REMODEL (tlCUJOING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) ANO PROPOSED MODIFICATIONS OF DEFICEOCIES TO MEET CURRENT ACCESSIBLITY PROVISIONS. THE PLANS MUST BE STAMPED BY THE FELD INSPECTOR PRIOR TO SUBMITTAL FOR PLAN REVIEW. 14. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR OEMOUTlON SHALL CONFORM TO CFC CHAPTER 33 WELDING, CUTTING, ANO OTHER HOT WORK SHALL BE IN CONFORIAANCE WITH CFCCHAPTER35 15. OECORATTVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITlON. (T 19, 3.08,311.) 16. LDCA TIONS ANO CI.ASSIFICATIONS OF EXTINGUISHERS SHALL BE 1N ACCORDANCE WITH CFC 906A~ CALIFOONVI CODE Of REGULATIONS (CCR), TITLE 19. 17. ALL EXIT DOORS SHALL BE OPERABlf FROM THE NSIJE WITHOUT THE USE Of A KEY OR ANY SPECW. KNOYILEOGE OR EFFORT. NO DEAD BOLTS OR SLIDlNG BOLTS ARE PERMITTED PER UBC. SEC. 3304(C), & UFC. SEC. 12.104{6~ NO LATCH OR lOCKl!G DfVICE EXCEPT PANIC ~DWARE IS PERMITTEDUEIC,SEC.3304(0),3317(0),331!:l(J),ANDUFCSEC.25.100. 16. THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE NUMBER OF PORTABlE FIRE EXTINGUISHERS WITHA RATING OF NOT LESS THAN 4A.608 C FDR PROTECTION DURING CONSTRUCTION. 19. OOORS IN THE MEANS Of EGRESS SYSTEM TO BE OPENABLE FROM TJ,E lt,iSIDE WITHOUT USE Of ANY SPEctAL KNOWLEDGE DR EFFORT. 20. INFORMATION SHOWN BY CONSULTANTS OR OISClPLtJE DOCU"4ENTS IS NOT I.EANT TO DEFINE SCOPE OF WORK OF SU8CONTRACTOR RESPONSIBllTY, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBllTY TO OETERMtlE SCOPE OF WORK Af.K)NG THE SUBCONTRACTORS DURING T11E BIOOING PROCESS. 23. OIJW'STERS A.ND TRASH CONTAtlERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMSUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM DR LOCATED IN A TYPE 1 OR IIA STRUCnJRE SEPARATED BY 10 FEET FROM OTHER STRUCnJRES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON-OR LIMITED-COMBUSTIBLE tMTERtALS OR Sit.fl.ARLY PROTECTED OR SEPARATED. 24. EXITS, EXIT SIGNS, FllE Al.ARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS. At,iO STANOf'IPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL, 25. OPEN FLAMES, FIRE, AND BURNING Ot,iAil PREMISES IS PROHIBITED EXCEPT AS SPEClflCAU.YPERMITTEOBYTHECIT'(OfSANDIEGOANDCFC306 26. THE EGRESS PATH SHALL REMAIN FREE AND ClEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATI--IS. 27.ADHESNES, SEALANTS, CAllKS. ADHESIVES ANO SEALANTS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLO'NING STANDARDS. {SECTION 5.504 4.l OF CAL GREEN) ADHESIVES, ADHESIVE BONDING PRMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRMERS AND CAULKS Sl-lALL CDMPl Y 'MTll LOCAL OF REGIONAL AIR POI.LUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQt.lJ RULE 1168 voe Lf.lITS, AS SHOWN INTABLESS.504.•.1 AND5.504A1 OF CALGREEN (SEC.5.5.04.4.1) 28. A LETTER FROM THE C(],lTRACTOR AfOOR T11E BULGING OWNER CERTIFYING WHAT MATERW. r-lAS BEEN USED ANO ITS COMPllANCE WITH THE CODE MUST BE SUBMITTED TD THE BUILDtlGtlSPECTDR. 29. AEROSOL ADHESNES, ANO SMALLER U~ SIZES OF ADHESIVES, ANO SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH 00 NOT WEIGHT MORE THAl-1 ONE POUND ANO DO NOT CONSIST OF MORE THAN 16 FllJIJ OUNCES) Sr-lALL COMPl Y WITH STATEWDE voe STANDARDS ANO OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COW'OUt,iOS. OF CALIFORNIA COO OF REGULATIONS, TffiE 17, COMMENCING WITH SECTION 94507. 30. ARCHITECTURAL PAINTS ANO COATINGS SHAU COMP!. YWITH TABLE 5.504.4.2 UNLESS MORE STRINGENT LOCAL Lf.llTS APPl Y. 31. AEROSOi. PAINTS ANO COATINGS. AEROSOL PAINTS ANO COA ™G SHALL MEET THE PROOUCT-WEIGHTED MIR Lf.llTS FOR RDC IN SECTION 94522(a)(3) ANO OTHER REQUIREMENTS. INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS ANO OZONE OEPlETING SUBSTANCES(CCR, TITI.E 17, SECTION94520ETSEQ.~ (SECTION5.504.4,J.1 OFCALGR.EEN) 32, A LETTER FORM THE CONTRACTOR ANO/OR HE BUILDING OWNER CERTIFYING WHAT PAINT HAS BEEN USED ANO ITS COMPLIANCE WITH THE COO MUST BE SUBMITTED TO TI-tE Sim.DING INSPECTOR. 33. DOORS A~ 'MNOOWS SHALL MEET THE ~NIMUM INFILTRATION REQUIREMENTS ?ER SECTIONS110.6ANO 110.7E.E.S. SYMBOLS o 4' e· 11;,· ll'r--1 SC-ALE· 1/8" ~ 1'-0" J.=J,. ~ $~~:~ $~~:~ & 0 SEc;TIONGl/T HORIZONT>-1.. AND VERTIC.>-1.. 6.EYATION (EXTERIOR) El..fVATION ~NTERIOR) DETAIL BOJtDAA"'( GRAF'l,IC.SG-ALE arr LINE DIMENSION (TO FAGE Of) DIMENSION (TO CENTER c,=) PL.AA ELEVATION VERncAL af\/ATION Rf'v'ISIONCLOJD --LEADER (W ARRCWl ----e LEADER (W DOT) 0------t(f'(N01e CD DOOR 0 ,oNOOH 0 l.OIMR i7 Al.ION 21.ARRANGEFORTHEPREMJSESTOBEMAINTAINEDINANOODERLYMANNERTHROUG~UTIBE ~, CITY OF CARLSBAD II SHEETS I ~::~~o~i~~T;~~~:~=~~~~~c~~~~~~~~t,SISLE f--+----4-----------f----l--+--+---l~ PUBLIC WORKS DEPARTMENT 20 FORANYOAMAGE TOEXISTINGSTRUCTURESOREOUIPMENT. SUCHOAMAGESHALLBE FIRE STATION 15 STORAGE: BUILDING ROOF R£PAJRED AT THE CONTRACTOR'S EXPENSE ANO TO THE SATISFACTION OF Tt1E ARCITTECT. 100% SUBMITTAL 2.23.18 I AM THE OESIGNER/O'MIIER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE 'MTH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. C-210 3 FEBRUARY 23. 2018 CHITECTS INC. 0EXITil§P\.AN CODE ANALYSIS OCCUPANCY; EXISTING S-2 EXISTING RESTROOMS ROOF AOOEO 1. 56SF 03SF OOSF 80CC. oocc. 30CC. TOTAL 3.63LSF 11 OCCUPANTS TYPE OF CONSTRUCTION: V-8 NON-SPRINKLERED ALLOWABLE AREA: 5,500 SF FOR OCCUPANCY GROUP U ALLOWABLE HEIGHT: 40 FT. 2 STORIES ACTUAL AREAS PER FLOOR FIRST FLOOR 2,661 SF SECOND FLOOR 6 SF ACTUAL STORIES ., 2 ABOVE GRADE PLANE ACTUAL HEIGHT = 20 FT NON-SEPARATED OCCUPANCIES PER 508.3 LEGEND ROOM TAG EXIT LOAD& PATH OF TRAVEL DCC CLASS ~ REI/ISION DESCRIPTION KEY NOTES OJ NEW ROOF AND AREA OF WORK m EXISTING CHAIN LINK FENCE & GATE. 0 EXISTING CONCRETE PARKING LOT 0 EXISTING CONCRETE PAVING 0 EXISTING CONCRETE BROW DITCH 0 EXISTING TOP OF SLOPE ~ NOT USED 0 EXISTING CURB CUT G EXISTING CURB AND GUTTER GENERAL NOTES 1 NO SITE WORK UNDER THIS CONTRACT. 2. IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING All EXISTING NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS {INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) Will BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL. 3. NO GRADING. REPAIR GROUND AND REPLACE PLANTS IF DISTURBED. 4. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS SHALL HAVE DOORS, DOORWAYS, OR GATES THAT ARE PART OF AN ACCESSIBLE ROUTE AND COMPLY WITH CBC llB-404. 5. All PAVING AND STRIPING EXISTING U.0.N. 6. OPERABLE PARTS AT ACCESSIBLE DOORS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. TO COMPLY WITH CBC 118-309 AND 118-205. LEGEND GENERAL AREA OF WORK EXISTING BUILDING 1111 ~ PLATT/WHTaAW ARCHITECTS, INC. 100% SUBMITTAL 2.23.18 't I, 0A.OORPLAN 1 V4' • 1"-C' ..... 2•--.,· 6'"' e·--.,· 15'-4' '--4' I," -5G,t,l.f.V4"•1"-<l" :Z,,'•' STORAGE NEV'< @::] !--------------· J---: I I I I I I i~ ~ I TYP.: \ I o :"'7''7./'1------,. l i'f-0" 2·--.,· .,. '-0' REVISION DESCRIPTION KEY NOTES QJ CMU WALL lNF1LL. SEE STRUCTURAL Pl.AN SlOl m 19'-0" X 9'-8" MOTOR-OPERATED COMMERCIAL SECTIONAL DOOR. SEE DETAILS 3 & 4 & S/AS-02. 0 3'·6" X 7'-0" HM DOOR W/24" X 18" LOUVER. HARDWARE PER SPEC 087100. SEE DETAILS 1 & 2/AS02. 0 CLEAN, PREP, ANO SEAL (E) CONCRETE SI.AB [I] ROOF DRAIN AND OVERFLOW DOWNSPOUTS. SEE DETAIL 3/ASOl @J COMMERCIAL SECTIONAL DOOR ABOVE IN OPEN POSITION. GENERAL NOTES 1. PAINT INTERIOR WALLS AND ENTIRE CEILING Of STORAGE NEW 107. LEGEND EXISTING CMU WALL ~ CMUWALL 'lS!5!5l5lSl5, NO ARCHITECTURAL WORK 1// PLATT/WHITELAW ARCHITECTS, INC. FLOOR PLAN A101 D"M-BY. __ I f---'-~~-+~~~'-' r~ :~: === . PROJECT NO I DRAWING NO. 4736 . 396-lA 100% SUBMITTAL 2.23.18 't Ill ,_,., '--4" ''--4' •' • ''--4' 1--41 I O ''--4' '-4' . . lo"r-!iC"J11.E,V4'•1'-o" 25'-4' 6'-&" '-• ._,.. KEY NOTES OJ SALVAGE ANO REINSTALL IE) GLU-LAM BEAM PER STRUCTURAL PlAN 5102 (I] 2Xl0 ROOF JOISTS PER STRUCTURAL PlAN 5102 @] 19" X 19" SKYLIGHT. CENTER OPENING BETWEEN ROOF JOISTS. SEE DETAIL 3/ASOl. 8J ROOF DOWNSPOUT @] LED LINEAR LIGHT PER ELECTRICAL. INSTALL ALONG CENTERLINE OF ROOF JOIST. @] LEO EXTERIOR WALL MOUNT LIGHT PER ELECTRICAL PLAN ElOl GJ 18Xl8 LOW PROFILE METAL GRAVITY VENTILATOR ~ COMMERCIAL SECTIONAL DOOR ABOVE IN OPEN POSITION. GENERAL NOTES 1. PAINT ENTIRE CEILING. INCLUDES ROOF JOISTS, GLU-LAM BEAMS, BLOCKING, AND SHEATHING 2. PROVIDE R-30 KRAFT-FACED MINERAL WOOL BATT INSULATION BELOW ROOF SHEATHING BETWEEN ROOF JOISTS THROUGHOUT. LEGEND CMUWALL ~ NO ARCHITECTURAL WORK PLATT/WHTELAW ARCHITECTS, INC. REFLECTED CEILING PLAN 1-,_::;:;::::t::::::1:!:::::===============t::::::jt::::j:=:::::t==::1 ;;;; .. = .. := .. _=_5o=I ====.aA=1 0~21 ' ""°"41~'5 NO II ~R9'5"'."1"ANO.I REVISION DESCRIPTION 1-,...~-,....,~,.-~~~'-i r~ ;~; === .., .. .., . 100% SUBMITTAL 2.23.18 0"""'PcAN 1 v4"•1'-0' 0DEMOPLAN l!llll"•l'-0" µ .. -.- ., __ KEY NOTES OJ CLASS A SBS BUILT-UP ROOFING SYSTEM. SEE DETAIL 1/AS0l UON. [I] WOOD FRAMED CRICKET. SLOPE VARIES. [Ij 19" X 19" SKYLIGHT.SEE DETAIL 7/ASOl. 8] ROOF DRAIN AND OVERFLOW. SEE DETAIL 5/ASOl [I] {E) CMU COLUMN ABOVE ROOF W/ NEW COPING SEE DETAILS 4 & 6/ASOl. @] {E) CMU WALL PARAPET W/ NEW COPING • {E) CMU COLUMN BELOW ROOF [I) 18Xl8 CURB MOUNTED, LOW PROFILE METAL GRAVITY VENTILATOR. SEE DETAIL 2/ASOl. • REMOVE (E) 2X RAFTERS, LEDGERS, AND GLU-lAM BEAMS THROUGHOUT STORAGE NEW 107. ~ SALVAGE AND REINSTALL (E) GlU-LAM BEAM PER STRUCTURAL PLAN S102 GENERAL NOTES 1. COORDINATE LOCATION OF ROOF PENETRATIONS WITH ROOF FRAMING. CENTER EQUIPMENT BETWEEN ROOF JOISTS WHERE POSSIBLE. LEGEND CMUWALL DEMO NO ARCHITECTURAL WORK PLATT/WHITELAW ARCHITECTS, INC. ROOF PLAN A103 l--,;.,.-j-,.,,.,t---------------,~~i:"~~::::~!_2""'~t_";c;,:l DWN BY: --1 DA~ INITIAL REVISION DESCRIPTION ,---~~ :~: === PROJECT NO I DRA'MNG NO 4736 . 396-lA 100% SU BM ITT AL 2.23.18 .. F-!G,,lrl.t,V4'•1'-c' ' .-:-5Co,,IU,W•l'-a' KEY NOTES QJ l!r X 19" SKYLIGHT BEYOND. SEE DETAIL 2/ASOl (I] 18X18 CURB MOUNTED METAL GRAVITY VENTILATOR [I] (E) CMU WALL PARAPET W/ NEW COPING. ~ LED EXTERIOR WALL MOUNT LIGHT ~ (E) HOLLOW METAL DOORS @] COMMERCIAL SECTIONAL DOOR • CMU WALL INFILL [[] CLASS A SBS BUILT-UP ROOFING SYSTEM CJ LED LINEAR LIGHT BEYOND ~ 2X10 ROOF JOIST PER STRUCTURAL PLAN S102 ED GLU-LAM BEAM PER STRUCTURAL PLAN 5102 @J CORD REEL PER ELECTRICAL PLAN ElOl ~ 3" ID SCH 40 STEEL DOWNSPOUT 0 DOWNSPOUT OUTLET WITH FLASHING ~ WOOD FRAMED CRICKET ~ R-30 MINERAL WOOL BATT INSULATION ~ {E) CMU COLUMN W/ NEW COPING GENERAL NOTES LEGEND EXISTING CMU WALL CMUWALL EEBm PLATT/WHITS.AW ARCHITECTS, INC. FIRE STATIJN 16 S'ltlllAGI BUJLDINC-ROOF ELEVATION & SECTION A201 1-1-=:=~==t.,===================t==j:;::;:=t;:::;:j:;::;::::l:;;;;============a: OWN BY: --I PRO.ECT NO. I DRAWING NO . '--',":.."'~"---'~-":..~'~=-+=~='-' = =~:=== 4736 _ .396-1A REVISION DESCRIPTION 100% SU BM ITT AL 2.23.18 ALl,MINJM SNAP-oN GOPIN& SYSTEM OVER PEEL I STICK SELF +EALIN6 KIITERPROOFINe LAP OVER ROOFINeio 2'-Q" ROOF TO COLUMN/WALL FLASHING ROOF -OIST----, SKYLIGHT ALI.MINJM C:.OPINeio SYSTEM O\IER ~ I STIC:.K SELF 1£Ai..JN6 KIITERP'ROOFINe LAP OVER ROOFINi.5 6 ROOF TO COLUMN/WALL FLASHING SG.',LE, !5' • l'-0" NOT!:, ALL i't::lRK TO eE COMf'LETECI IN >aoRDANc.t WITH ROOF M.11"'-'Fl'C,T\.IRER.REGltJI~. :Z'MIN TYP. NOTE, O'VERFLOH DRAIN$ MJST BE c.oNtEGTED TO DRAIN Llt£5 tNDEPEt<>ENT FROM ROOf DAAIH5 7 ROOF & OVERFLOW DRAIN t• DIA. CJ,,F NAIL5 • 6° Ot:, 5T 5Tt FA5m£R5 K" l£OPRfN: Kt61£RS. 1F +a.ES IN FL"51-N5 FOR FASmERS AA!: ,=,earn-, t/'3f 11-EM. IF tc'T, f'A5Ta65 e I&' Ot:.. MAX· MIN OF 2 PER S,11:,E. SGAl.f, 51 • 1'-0' ICTE, 5EE V"-'01 FOR 5e5 IWOl"IN5 Al(:) M..ASHIN5 4 GRAVITY VENTILATOR CURB AND FLASHING """"""' .. l~FLASfflM6 '"""""' ~.,·.1·-0· 2 AUIMINJM 5NAP-oN COPINe SYSTEM OVER PEEL 4 STlc:.IC SELF tEAI..INt) KllreRPIWOFIN6 LAP OVER ROOFIN5' 16 ~ Soll.. STRN". ATT-"C+f HTli .14~' DIA 5tt::1T PINS MIN 3/•'EJrotEJt,£NTAT MIN '6' OG. '' IDSCA-l •oDRAIMLIM: .. SGALE, I Ji"• 1•~• 5 ROOF DRAIN OUTLET DRAINOIITt.ET =-et.oc", 5EE DETAIL 6/""'12 ROOF J?IST 3 ROOF TO WALL FLASHING REVISION DESCRIPTION SG-Al...f, 3' • l'--0' PLATT/WHTELAW ARCHTECTS. INC. CITY OF CARI.SB PUBLIC WORKS DEPARTMENT ROOF DETAILS ~ ~ A501 100% SUBMITTAL 2.23.18 NOT USED NOT USED SG-AI.E, 3' ~ l'-0" rJ ~ ~6AI.V STEEL ><TH \ POL '!'ESTER PAINT TOPGOAT SG-ALE, ,14· s t'-0" ' .... ,,_tl:r: N I --.,~ I kl lr--.i:7 -:--+- ~ tM FAA>£ • N<GHOR I ----......... '3/b" x. 5' F\.ATHEAD 5lEEv'E N<,HOR HI MIN. :2-1/4' a-ea, DOOR PER sc.HEDl.l..f 5C,AI.E,3"sl'--O" I 7 SECTIONAL DOOR PANEL JOINT & SILL I 5 SECTIONAL DOOR HEAD COORDINATION 13 HOLLOW METAL DOOR HEAD/JAMB ------FAC.E OF ElUILDI~ 1'-6' -1,-----------~ b.. ~~-------_--,LL:. Pl.AN SEC.TIOH SG-ALE, 3" • 1'-0' I 8 SPLASH BLOCK J DN. '------COIIORfTE 5IU5H "'-""" (SET IH RDOF MASTIC rt£Rf OCOJR5 AT L.Or£R ROOF) SEE SECTION 5C,ALE, NT5 I 6 SECTIONAL DOOR JAMB .... ~u ~~-•....... .. .. ~ ~ ........ . ,-~--~ '"'~ .· -'~ .. (EJ C,ONC.RETE 5LA6 ~ (E) CMJ ST&! K'il.L (EJ C.QNG.RETE Sl..,115 SG-Al.f, NT5 SC-ALE !5" • l'-0' I 4 HOLLOW METAL DOOR SILL DETAIL fsiiml1 CITY OF CARLSBAD 11'""''1 :===:t:===+===================:t:===1:===:===:::==:~1 PUBUC WORl(S DEPARTMENT 2 0 FIR£ STATION 15 STORAGE BUILDING ROOF l====+===+===================:t:===l===l===:t:===+ i DO OR & WA LL DETAILS A502 OAIT 1NITI1,1,. DATE INITIAL REVISION DESCRIPTION 011€11 APPl!QVAL an A.Pf>ROVAI_ '""" II CHl<DBY. __ RV'MJ8Y PROJECT NO 4736 I ORAWiNG NO 396-lA 100% SUBMITTAL 2.23.18 GENERAL STRUCTURAL NOTES, SCHEDULES, AND STATEMENT OF SPEClAL INSPECTIONS STRUCTURAL ABBREVIATIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS SECTIONS OR DETAILS ON THE DRA'MNGS 2 BEFORE COMMENCING El(CAVA TION THE CONTRAClOR SHALL VERIFY THE LOCATION OF EXISTING UNDERGROUND UTlLITIES VALVE PITS ORVAUL TS ANO SHALL NOT PERFORM WORK THAT'MLL DAMAGE THEM OR INTERFERE WITH THEIR SERVICE 3 STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO ARCHITECTURAL APPURTENANCES OR MECHANICAL OR ELECTRICAL EOUIPIJIENT SHALL BE VERIFIED BY HE CONTRACTOR PRIOR TO CONSTRUCTION. 4 THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. Tf-EY 00 NOT INDICATE IJIETHODS OF CONSlRl.x::TION THE CONTRACTOR SHALL PHOVIOE ALL MEASURES NECESSARY TO PROlECT EXISTING ANO NEW STRl.x::TURES DURING CONSTRUCllON. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING. SHORING ET CETERA FOR ALL CONSTRUCTION PHASE LOADS CONCRETE MASONRY 1 ;;gNCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS IN CONFORMANCE WITH ASH! C O r I • 1 500 2. MORTAR SHALL BE TYPES IN CONFORMANCE WTH ASTM C2[0 AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI 3 GROUT SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. GROUT SHALL HAVE AN ADMlnURE TO REDUCE SHRINKAGE 4 ALL CELLS SHALL BE SOI.ID GROUTED 5 WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 117' BELOW THE TOP OF THE UPPERMOST UNIT REINFORCING STEEL 1 NON-WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASH.l A 00 2 WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY AW S OUAUFIEDWELDE:RS IN CONFORMANCE WITHA WS D1 4 USINGE1 0 SERIES ELECTRODES UNLESS OTHERWISE NOTED ON THE QRA.....,NGS 3 BAR LAP SPLICE LENGTHS FOR BARS INSTALLED IN MASONRY SHALL BE AS INDICATED IN THE 'TYPICAL REINFORCING BAR SPLICES IN MASONRY-DETAIL PROVIDED ON THE STRUCTURAL DRAWINGS 4 ALL DETAILING FABRICATION ANO ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315 DETAILS AND OETAILlf.lG OF CONCRETE REINFORCEMENT 1 WOOD FRAMING SHALL CONFORM TO THE "LUMBER SCHEDULE'" UNLESS OTHERWISE NOTED. GRADING SHALL BE IN CONFORMANCE WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE 2 MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 1 % BEFORE IT rs ENCLOSED IN CONSlRlJCTION. BUILDlf.lG MA TE RIALS 'MTH VISIBLE SIGNS 0~ WATER DAMAGE SHALL NOT BE USED IN CONSTRUCTION MOISTURE CONTENT SHALL BE VERIFIED TO BE IN COMPLIANCE 'MTH THE FOLLOWING A. MOISTURE CONTENT SHALL BE OElERMINED 'MTH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. B MOISTURE READINGS SHALL SE TAKEN AT A POINl 2FEET 104 FEET FROM THE GRADE STA"1PEDEND OF EACH PIECE OF WC/OU ru !He VtRl~!tLJ C. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL ROOF ANO FLOOR FRAMlf.lG WITH DOCUMENTATION ACCEPTABLE TO THE BUILDING DEPARTMENl PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL ROOF ANO FLOOR FRAMING. 3 MINIMUM NAILING AND BOLTING OF \/VOOO FRAMING MEMBERS AND WOOD SHEATHING SHALL BE AS INDICATED IN THE 'WOOD FRAMING FASTENING SCHEDULE" UNLESS OTHERWISE NOTED 4. ALL NAILS SHALL BE GALVAt-lZEO COMMON 'NIRE NAILS UNLESS OTHERWISE NOTED NAILS IN CONTACT 'NITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL BE HOT DIPPEDGALVAl\fZEO (ASTIJI A153) OR STAINLESS STEEL [TYPE 304 OR 316). WHEN REQUIRED TO PREVENT SPLITTING, PRE-OR ILL FOR NAILSwtlH1/8"DIAMETEADRILL81T 5 BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A'.!O 1ANDANSIIASME STANDARD B16 2 1-1 81 ANO SHALL BE GALVANIZED. BOLTS ANO LAG SCREWS IN CONTACT WITH FIRE RETARDANT TREATED OR-PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED [ASTr,l A153) OR STAINLESS STEEL (TYPE 304 OR 316) STANDARD WASHERS SHALL BE PROVIDED UNDER HEAD At,D NUT OF ALL BOLTS IN WOOD FRAMING. BOLT lHREADS SHALL NOl BEAR ON WOOD DRILLED HOLES FOR BOLTS SHALL BE 1116" LARGER IN DIAMETER THAN 80L T 6 ANCHOR BOLTS IN CONTACT 'MTH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL BE HOT DIPf'EDZINC COATEOGALVANIZED(ASTM A153 OR ASTM 86,.5 CLASS 55 FOR MECHAt,,#CALLY OEPOSITEDZINCCOATINGS)OR STAINLESS STEEL (TYPE 3040R 316) At>JCHOR BOLT PLATE WASHERS SHALL BE HOT DIPPED GALVANIZED (ASTP.1 A153). ANCHOR BOLT THREADS SHALL NOT BEAR ON WOOD DRILLED HOLES FOR ANCHOR BOLTS SHALL BE 1116"' LARGER IN DIAMETER THAN ANCHOR BOLT ALL BOL lS SHALL BE RETIGHTENED IMMEDIATELY Pl<IOR TO CLOSING IN FRAMING 6 METAL FRAMING CONNECTORS SHALL BE "SIMPSON" BRAND OR ENGINEER ,.PPROVED EQUIVALENT AND SHALL BE GALVANIZED. METAL FRAMING CONNECTORS IN CONTACT 'MTH FIRE RETARDANT TREATEIJOR PRESSURE TREAfEbv.QOD SHALL BE HOT DIPPED GALVANIZED (ASTM A123)0R SlAINLESS STEEL (TYPE 316L). METAL FRAMING CONNECTORS SHALL BE INSTALLED IN ACCORDANCE 'MTH THE MANUFAClURER'S LATEST PUBLISHED INSTALL.AllON INSTRUCTIONS USING THE LARGER SIZE ANO QUANTITY OF FASTENERS INDICATED UNLESS OTHER'MSE NOTED DESIGN CRITERIA 1 DESIGN BUILDING CODE 2 OCCUPANCY CATEGORY 3 LIVELOAD 4. ININDDESIGNCRITERIA BASIC WIND SPEED WIND EXPOSURE RESPONSE ACCELERATION, S. 1 052 RESPONSE ACCELERATION, S O 40B SITE CLASS D DESIGN SHORT PERIOD MCE SPECTRAL RESPONSEACCELERATION S,, OE SIGN 1 SECOND PERIOD I/ICE SPECTRAL RESPONSE MODIFICATION FACTOR R STRUCTURAL OVEASTRENGTH FACTOR, (l 2.5 DEFLECTION AMPLIFICATION FACTOR C, SEISMIC IMPORTANCE FACTOR. I HOR1ZONTAJ..STATICBASESHEAR,C. 022JW VERTICAL SEISMIC LOAD EFFECT El O 151 D SPECIAL INSPECTION AND TESTING 1 SPECIAL INSPECTION IS REQUIRED PER CHAPTER 1 ]OF THE 2015 CALIFORNIA BUILDING CODE AND AS SUMMARIZED BELOW. THE QINNER SHALL EMPLOY A SPECIAL INSPECTION AGENCY APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE START OF WORK COPIES OF ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD STRUCTURAL ENGINEER OF RECORD AND BUILDING INSPECTOR IN A TIIIIEL Y MANNER 2 THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A BUILDING INSPECTOR 3 CONTINUOUS INSPECTION SHALL BE Pl<OVIDED DUR1f.lG THE PERFORMANCE OF WORK REQUIRING SPECIAL INSPECTION UNLESS OTHER'MSE NOTED. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REOUIRING SPECIAL INSPECTION IS TD BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANITTT BE CONTlNUOUSL Y OBSERVED IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO EMPLOY A SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS CONTINUOUSLY INSPECTED IN ACCORDANCE "1TH THOSE PROVISIONS ~-THE CONTRACT Oil SHALL f.OT!r,' Tl I[ SPCCIAL INSF"[CTOR OR !NSPECTl0t1 AGEl>ICY Al LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION 5 THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF ITEMS LISTED IN THE STAlEMENT OF SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR"S STATEMENT OF RESPONSIBILITY SHALL CONTAIN (1) ACKNOWLEOOEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS "(2) ACKNO'M..EOOEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFOR"1ANCE 'MTH THE CONSTRUCTION DOCUMENTS APPRO\'E.D BY THE BUILDING OFFICIAL_(3) PROCEDURES FOR El(ERC!SING CONTROL WITl·iN THE CONTRACTOR"SORGANIZATION[i4) THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE SPECIAL INSPECllON REPORTS, ANO (5) IDENTIFICATION ANO OUALIFICA TIONS OF THE PERSON OR PERSONS EXERCISING SUCH CONTROL AND THEIR POSITION IN THE ORGAI\IZATION CBC REF STATEMENT OF SPECIAL INSPECTIONS -CONT. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ET CETERA POST-INSTALLLl!D ANCHOflS ~ MASDl'Ut'I' (SCREW ANCHOR~ CONTINUOUS INSPECllON.S VERIFY ANCHOR TYPE AND DIMENSIONS HOLE CLEANLINESS. EMBEDMENT DEPTH CONCRElE TYPE, CONCRETE COMPRESSIVE STRENGTH, DR'tLL BH DIAMETER HOLE DEPTH, EDGE DISTANCE ANCHOR SPACING CONCRETE THICKNESS. INSTALLATION TORQUE AND MAl(JMUM IMPACT WRENCH TORQUE RATING. THE INSPECTOR SHALL ALSO VEl<IFY THAT THE A~.ICHOR INSTALLATION COMPLIES 'MTH THE ICC EVALUATION REPORT AND Hit. TrS PUBLISHED INSTALLATION INSTRUCTIONS POSUNSTALLLEO ANCHORS t4 MASONR'l'{EPOXY ANCHOR). CONTINUOUS INSPECTIONS VERIFY ANCHOR TYPE AND DIMENSIONS HOLE CLEANLINESS. EMBEDMENT DEPTH CONCRETE TYPE CONCRElE C0"1PRESstVE STRENGTH, DRILL BIT DIAMETER HOLE DEPTH, EDGE DISTANCE, ANCHOR SPACING CONCRETE lHtCKNESS INSTALLATION TOROUE ANO MAXIMUM IMPACT WRENCH TOROUE RATING. THE INSPECTOR SHALL ALSO VERIFY THAT THE ANCHOR INSTALLATION COMPLIES WITH THE ICC EVALUATION REPOl<T AtO HIL TI'S PUBLISHED INSTALLATION INSTRUCTIONS POST.-..STALLLED ANCHORS tt CONCRl!TI! (EPOXY ANCHOR I,. CONTINUOUS INSPECTIONS VERIFY ANCHOR TYPE AND DIMENSIONS. HOLE CLEANLINESS EMBEDMENTOEPTH CONCRETE TYPE CONCRETE COMPRESSIVE STRENGTH DRILL BIT DIAMETER HOLE DEPTH, EDGE DISTANCE ANCHOR SPACING, CONCl<ETE THICKNESS INSTALLATION TORQUE AND MAXIMUM IMPACT WRENCH TORQUE RATING. THE INSPECTOR SHALL ALSO VERIFY THAT THE ANCHOR INSTALLATION COMPLIES "1TH THE ICC EVALUATION REPORT AND HIL TrS PUBUSHED INSTALLATION INSTRUCTIONS OESIGN STRENGTH SIMPSON THEN HO SCREW ANCHOR (ICCESR-1056) HfLTIH!T-HY10 EPOXY ADHESIVE (ICCESR-2682) EPOXY ADHESIVE (ICCESR-31B[} LUMBER SCHEDULE . @ "°°" POUNDS PER SQUARE INCH RADIUS REINFORCED MEMBER h4 STUDS, PLATES SlRIPPING, MISC CONCEALED FRAMING, BLKG, & FIRE STOPPING h AND 3x (LARGER THAN ,r WIDE! STUDS PLATESANDJOtSTS LUMBER SCHEDULE NOTES SPECIES PRESSURE TREATED OOUGLAS FIRllARCH GRADE CONSTRUC. HON GRADE (NO 1 FOR STUDS OVER 10".{)" 1-tGH) ARCH "" """' "" BLKG "" eon e,o ,_ CANT GOC POUND!Si NUMBER ANCHOR BOLT ABOVE ADDITIONAL AUTOMATIC END WELDED STUD(SJ ALTERNATE ANCHOR APPROXIMATEILY) ARCHTECTURAL BELOW BUILDING ewe< BLOCKING "'"" BOUNDARY NAILING BOTTOM BEARlf.lG BETWEEN CANTILEVER CALIFORNtA FRMG " no ,v "' HORIZ "" FIELD NAIUING) FOUNDATION FACE OF CONCRETE FACE OF STUD FRAMING rno, FOOTING FIELD VERIFY GAGE GALVAI\IZEID) GRADE HOT DIPPED GALVAl\fZED HANGER ""°' HORIZONTAL HIGH STRENGTH '°" HOLLOW STEEL SECTION HEIGHT "' " oc SCHED SC,, '"' SP seco SPSC so ss REINFORCING REQUIRED RETAINING RIMJOIST SCALE SCHEDULE SCRE'W SHEET SHEATHING SIMILAR SHEET METAL SCREW SPECIAL SPACING SPECIFICATION SQUARE STAINLESS STEEL STANDARD STIFFENER 1 ALL FRAMING LUMBER SHALL CONFORM TO THIS LUMBER SCHEDULE UflLESS OTHER'MSE INDICATED GRADING IS IN ACCORDANCE WITH THE 20\6 EDITION OF THE CALIFORNIA BUILDING CODE 8UllDINGCODE CONSTRUCTION ,o '"'' '"' "' ,, INSIDE DIAMETER INSPECTION INTERIOR STIFF m STRUC STEEL STRUCTURAL SYMMETRICAL TOP AND BOTTOM TONGUE AND JOIST u JOINT ~--"" WOOD FRAMING FASTENING SCHEDULE (CBC TABLE 2304 .. 1) GCG GCR GOC GONG CONST com OR 06' DH JOINT CENTERLINE CEtllNG CLEAR COLUIJIN CONCRETE CONSTRUCTION CONTINUOUS CENTER " w <ONG MATL POUND POUNDS LONG LONGITUDINAL MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MElAL GROOVE THREAO(ED) CONNECTION CEILING JOISTS LAPS OVER PARTITIONS (SEE CBC SECTION230B 104 1. TABLE 2308 10.4 t) CEILINGJOISTSTOPARALLELRAFTERS(SEE CBCSECTION23081041 TABLE2306.10.4.1) FASTENING (4) 6d COMMON {2 112"• 0.131"1 (4)J"x0.131"NAILS (4)3" 14GASTAPLES (2)8dCOMMDN{2 112·,o 131") (2)3"x0.131"NAILS (2)3"14GASTAPLES (3)BdCOMMON(2112"',0131'") (3)3"'•0131"NAILS (3)3"'14GASTAPLES 6d(2112",0.1311@6""0C 3"x0 131" NAILS@6"0C 3" UGASTAPLES@6"'0C (3)16dCOMMON(3112"',0162'") (4)3"'•0 131'"NAILS (4)."J"14GASTAPLES (3)16dCOMMON(31/2'",0.162'1 (4)3"x0131"NAILS 14)3"14GASTAPLES 16dCOMMON 13 112'"• 0.162'") 3",0131"NAILS 3"'14GASTAPLES LOCATION TOENAIL EACH eND 24"0C 16"0C ~-DWG OM. " " ,, ec ELEV EMBED eN ea ew E){IST m m " SG "" OOUBLE DETAIL DIAMETER DIAGONAL DIMENSION DRAWING oow,, EAG> EACHFACE EXPANSION JOINT ELEVATION ELEVATION EMBEDMENT ~~~END NAIL(ING) EACHWAY EXISTING EXPANSION EXTERIOR FINISH FLOOR FINISH GRADE FINISH MECH "" N,S oc 00 OH OPN OPNG " e, NOTTO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HANO OPCN OPENING PLATE PRESSURE TREATED PRESSURE TREATED OOUGLASF!R PERPENDICULAR POUNDS PER LINEAL FOOT POUNDS PER SOUAREfOOT THRU '" TRANSV ;~~;~~SS) TOENAIL TRANSVERSE TYPICAL UNLESS "" VERT "' OTHERWISE NOTED VERTICAL VERIFY INFIELD w,rn WASHER VI/EIGHT lB70CoroelCowl SUi1&~02 FlGa:or,,CA i,/20~0 tal61fl3126336 -~C-""' PLATT /WIITELAW ARQITECTS, NC. ~===t==:!======================t==::1===!:===t==:JL'!J I CIL!uc°,,t,,f ~~~~,AD 11 '"~" I FIRI: STATION" f!i STORAGE BIJILDIHC ROOF GENERAL STRUCTURAL NOTES ;;;;;::;:;;;;;;:j:;!;===========~:;;::::i:;;;:;=1::::;;:;;:1t:;;:;:::1~1DWN,,;;Bor .. _=_=;l;=I ~~=~S~Q~Q1 r--; DATE Nill.Ill ' PR04£7;'6 NO 11~9·6~1GANO.I REVISION DESCRIPTION fc,"..,"-c',,_:='._c'+-'='-c"='l = :~: --.., .. .., . 100% SUBMITTAL 2.23.18 , r. 'I t I NOTINCONTRACT lj' /J .. WALL PLAN ~ "~"' ' I l ., J 1/ I !,, I : : I '•' ,' I ' >', I ~' I ' ' '• I > /rl I ~ ! v~:. ' ( EB SCALE 114" = 1'-0" WALL PLAN KEYNOTES ~ EXIST CONC SlAS-ON-GRADE 0EXISTCMUPIL.ASTER 0 EDGE OF E~ISTING CONCRETE SLAB ON GRADE WALL PLAN LEGEND I ~ ~ !NC4CATESEXISTINGSTRUCTURII.L(BEARING~DIORSHSO.R)CMUWALL r ,__ !NC4CA TES EXISTING CONTINUCXJS CONCRETE FOOTING I )-' : INC4CATESNEWOPENIII.IJ INEXJSTING CMUWALL PER DE'TAJL 1 ON , SHEET S50! : 1-, 1,' : ~ IN~CATESCMUJAMB@EXISTOPEIJNGPERDETAJL20NSHEETS501 WALL PLAN NOTES PLATT/WHTELAW ARC!tleCT8, INC. f5HmJ CITY OF CARLSBAD l'"'ml ~===~===+======================1===+===t:===t::==~~ PUBUC WORKS DEPARTMENT 20 f'IRJ: STATION #6 STORACJ: BUILDING ROOF WALL PLAN 100% SUBMITTAL 2.23.18 I NOT IN CONTRACT EB ROOF PLAN SCALE 114"= 1'-0" REVISION DESCRIPTION ROOF PLAN KEYNOTES EJ EXISTROOF 0 EXIST ROOF FRAIIIING 0 ROOFSHEATHJNGPERIIIARKR1 OFDETAJL 1 ONSHT 5502 0 2,c10JOISTS@24 OCWILSSU2!0HANGER@EACHEND 0 2,c!O PTDF LEDGER, UNLESS OTHERWISE NOTED 0 EXIST CMU PILSTER BELOW ROOF 0 TUBULAR Sl<YLIGHT PER ARCHITECTURAL FRAME OPENING PER DETAIL 2 ON SHEET S502 0 ROOF DRAIN PER ARCHITECTURAL ~ EXISTING OPENING BELOW ~ CMU WALL IN-FILL BELOW B CONTC$14 STRAP@4'-0"0C MAX: WI CONT FULL-OEPTH h BLOCKING BELOW ~ ~::.~~~~(~~~~~:~~2~~~(ur....~T;~~ SCREW ANCHORS TO MASONRY PER JCC ROOF PLAN LEGEND INDICATES EXISTING STRUCTURAL (BEARING ANO/OR SHEAR) CIIIU WALL INDICATES EXISTING STRUCTURAL (BEARING ANDl'OR SHEAR) CMU WALL BELOW I! IT+----INDICATES LINTEL IN CIIIU WALL BELOW (SEE DETAILS 1 & 3 ON SHEET 5501) H ROOF PLAN NOTES Jl"IRE STATION #6 STORAGE BUILDING ROOF ROOF PLAN S10 PRO..ECT NO. I ORAWING NO 4736 . 396-lA 100% SUBMITTAL 2.23.18 ' z .. MANDOOR OPENING IN CMU WALL ELEVATION IE) 6" CMU WALL CMU Fill TO MATCH ~6~~~~~1~~~~E OF EXIST CMU WALL) (1) fiVERTFULL-HEIGHT (E) 8" C"4U WALL 13 DWl WI 160" STD HK@ CL ~l~L~~L~,El:;l~6Nw/ EPOXY ADHESIVE PER ICC ESR-2682 WI 4" "41N EMBED ~---6>36"DWLINDRILLEOHOLE IN EXIST CONC FTO BELOW FILLED WI EPOXY ADHESIVE PER ICC ESFl•316L W/6" MIN EMBED, IN DRILLED HOLE IN EXIST CMU LINTEL ABOVE FILLED WI EPOXY ADHESIVE PER ICC ESR-2682 WI 6" OPENING IN CMU WALL-JAMB DETAIL OPENING IN CMU WALL-HEADER DETAIL (E) 8" CMU WALL #3 DWI.. WI ,so· STD HK (Al T HK DIRECTION)@ CL CMU ~i ~L~~-o~/~~;;~LED ADHESIVE PER ICC ESR-2682 (2)15CONT 3 PLATT /WIITELAW ARCIITECT8, INC. MASONRY DETAILS t:,:::m;:::tN:::M.:::j:;..::==R=EV=IS=l•=N=•=E=SC=R=IP=S=ON=====j~>--o"'no=::-_j_::~,,==._::~t:~,,==:--:ct::=c:,=~.j "'~t;;;,;c;o;;;i~=;-===-='=-==1 ==,.=~=1=~~=,=o=. =1=~=~:=z=,,.=~=a; 100% SUBMITTAL 2.21.18 TRANSVERSEJOINT----......__ I EDGENAILING(EN)_ : [==lf'="""'ff==""'==s~B:;0-----60\JNOARYOF DIAPHRAGM DIAPHRAGM SHEATHING & NAILING SCHEDULE MARI( 8HN NAIL 11N EN FN TAANBV :- TltlCK 8IZE 8PC'a 8PC'Q 8PC'GI 81.K'Q 'THICK NOTES ~PHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING 2 SHEATHING SHALL BE INST,.,LLED WITH MA TERlAL MARKINGS AND IDENTIFIERS FACING UPWARD SUCH THAT THEY ARE NOT VISIBLE FROM BELOW ROOF DIAPHRAGM SHEATHING ANO NAILING SCHEDULE FR AM ING DETAIL HTT( TENSION TIE@4'-0"' OC MAX WI S/8" THRU B0L T CONTFULL-OEPTH2xBLKG WI (2) ROWS SDS25412@ ,;·oc•" mooeaeo@ (SHTG MAY EXTEND BEYOND DIAPHRAGM 80UNDARY) BLl(G@TRANSVERSE JOINTSJFREOD(SEE SCHEDULE) CENTER EDGES OF SHT'GONFRAMING EDGE NAILING (EN) STAGGER cp--¥"'-..;J~-/--'i, PERDET2THISSHT NO'S $EEDETAIL 4 THIS SHEET FOR ITEMS SHOWN ANDNOTSPECIFlED FRAMING DETAIL PER FRAMING PLAN PROVIDE 118" GAP BTWN ,O.LL PANEL ENDS & EDGES TYP ~----CONT LEDGER PER PLAN WI (2) ROWS TITEN HD SCREW ANCHOR WI 4 112'' EMBED PERICCESR-1056@12"0C MAX STAGGERED ROOF OPENING DETAIL NO'S SEE0ETAllS 4 & 5 THIS SHEET FOR ITEt.lS SHOWN ANO NOT SPECIFIED FRAMING DETAIL @ REVISION DESCRIPTION FRAMING DETAIL FRAMING DETAILS S50 PROXCT HO. I DRAWING NO 4736 . 396-lA 100% SUBMITTAL 2.23.18 GENERAL NOTES J. CMEJW.Y EXMaE All CClf1IACT IIEP(lN9.[FlJlH~ AT EAOt LDCAlllll AS ICICAlED llASIUCHASlHEDIIAlla,_ IIB:MIE or M SMl1. !ICN.E er 10 ta:AlE OFF1[1!,, FmlCS NI) --"""" 11W.1. IE: AT NO COST 10 H 09IJl 4. AU. FUDEJtS Atl) IUNCK caa.ns 9W.l. MAW AN INSU.A'IED EDW'IEIT aGIIINJ coaJCml lOJJDED.,.. H PfWl(/tEl1UL CDIIUC'1taS. SIZED PU CIC 2!50.IZZ. 9,. ALLCIICUTPMnD:lM:DlWD!IW.LHNHIEMIIEDltAlllGS _, IREalDIO c»crr ElllAl. 10 ca auu 1HAN 1ME AYAUIL[ SHDlrT CIICUT Qlll)ff AT ITS Sffl.Y 1ElaUiL. I. ALLCtllU1SSHM1.IE:A ...... mM1£11Z[0,1"'Ftllt IIIOlillOlll)IIUCJANDJ/~Flll.-MCIIOUICICCICUt 7. ALLFEEIJEJl:MDIIANCHCRUT11911!111LL.caftltll tMJ:aY. flOt 9P£QflCAl'DG. IUNlllDS II' Al'PI..K:AllON. NO AI.LlltUl-!tW.L.l[U!ED. --IIZ[!tW.l.1[11 - t. PROET IS DE9IIIED 10 ET LOCM. JIGHT 1kY ~ 10. lAIEL ALL N[I' CIIQl1S WB.Y ll PNE. ICKDULE. [OJ ii:• [QJlll11 SYMBOL LIST DMtEI S"llal. NICAlD DIS1IC flX1UII[. amn, DNCI: CIIEQWIINTlOEIIQIIMD. 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""""' ......__.. ........ ....... ,.,. = @ ---- TITLE 24 ELECTRICAL COMPLIANCE FORMS r ... ,.,.., • .,_,. ,,.... o..v...,.-,'llm,"">[~ ''"'"'""'""...._.. .... ,_,. .._.. ,_..._,_ , .... ,., .. ,,_..-. ,._. l,....,,.,,_.__, ,.:,i,r.:.or,_.,..,--.,: ~ ! ................. ~ r .... ,~..,.,,._,,_ ·-· ,...., ... ,_ ,·""'"'*"''.....,_,,.,_ -~ ~,-.u._, EQUIVALENT MANUFACTURER SUB.ECT TI) APPROVAL CF SHOP DRAWINGS QTY, ---- e O 0 e O 0 e O 0 e O 0 0 0 e 0 0 e e O 0 e O 0 e O 0 1 1 ,,r., .. , '''""'"'"',-"""'"·'""""" _, ,..,,.-...,,ot ...... i....,.v,l.donmol (,.,,, ....... ,o,,p1_, ,.,.,-., ............. , .. _[, ........ .,,. ,,,,, _ _._.,_.r,,..,. ---, ... .,..,.,,_,,.,.,..,..,,.,.,.. ' _,_ (ac,1",~ol-·- A-) l,P, ... , ... ,& ........... i.. .... f,..1• t,.i .. ,.<, .... .is,.-. TITLE 24 ELEc,:~!f.,,~,.;~.~~~~~ ~s OF ACCEPTANCE LAMPS TYPE LED LED • 0 • 0 0 • 0 • 0 • 0 • 0 • • 0 • 0 • 0 • 0 • 0 0 • COLOR WATTS TEMP. .. - llZ - FIXTURE TOTAL BALLAST MOUNTING DESCRIPTION INPUT TYPE VOLTS INPUT WATTS (D 120-m ,. ..... !Ull'M>: Ulf'AC[ IICUflED 'MU. l'ACK 'a1H DE-cASf IIIJ.INII HClJ9NI II. USllD """ SUTAII.I F1JI WT LDCA'IQG. LED .. ACE IIOUrf1tD aw ND.Ill) FDIUII: W1H IOY'I' GMa CQ.D 111.UD 120-m " ,.... !Ull'M>: S'm. HClJ9NI ANO Lm rAN. __.AC[ 11111(1' 10 2X10 IIJDf' .DSlS CII AS NIICAlED CN DIAINIS. COOIIJNAl[ NSTAU.ATICM 91H CENEJW. CON1IAC11Jl NIM)[Nll»Ul.llKJ1Dil!ENSIIANDlM.'t\JGlflNG!EN9CR. FIXTURE NOTES (D ~~c:aft~..: ~~ 1tE RflMEEt1StFn.E:24,.CALF'OltllADElll:t --- c1<I Ai.A~EHGl,URM, l l HT(JDElPA$0Df<. 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