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HomeMy WebLinkAboutJT2 EC d.b.a JT2 Engineering and Construction; 2022-10-26; PWS23-1896FACCITY OF CARLSBAD SAN DIEGO COUNTY CALIFORNIA CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENT AL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 PROJECT NO. 4091 CONTRACT NO. PWS23-1896FAC , -Bidding TABLE OF CONTENTS Item Page Notice Inviting Bids . .. . .. . . . . .. . .. . . . .. . ... .. . .. . . .. . . .. . .. . . . . . . . . . . .. .. .. .. .. . .. . . . . . .. .. . .. . . .. . . .. . .. . .. . .. . .. .. . . . . . .. . . . . .. . . . . 3 Contractor's Proposal . . . .. . .. . .. . .. . .. . . . .. . . . .. ... . .. . .. . . .. . .. . . .. . .. . . . . .. . . . .. . . . . .. . .. . .. . .. . .. . .. . .. .. . .. . .. . . .. . . . ... .. . .. . . 9 Bid Security Form .. . .. . .. . .. . .. . .. . .. . . . . . . . . . . . .. . .. . .. . .. . .. .. . .. .. . . . . .. . .. . .. . .. . .. . .. . . . . .. . .. . .. . .. .. .. . . .. . . .. . .. . .. . .. .. . .. . . 13 Bidder's Bond to Accompany Proposal .................................................................................... 14 Guide for Completing the "Designation of Subcontractors" Form . .. . . .. .. .. .. . .. . .. .. .. .. .. .. .. . .. . .. . .. .. . . . 15 Designation of Subcontractor and Amount of Subcontractor's Bid Items .. . .. . .. . .. .. .. .. . .. .. .. .. . .. .. .. 16 Bidder's Statement of Technical Ability and Experience........................................................... 17 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation ....................................................................................... 18 Bidder's Statement Re Debarment........................................................................................... 19 Bidder's Disclosure of Discipline Record . .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. .. .. . .. . .. . .. . .. . .. . .. .. . 20 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid . . .. . .. .. . .. . .. . .. . . .. . .. .. 22 Contract Public Works . . . . . .. . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Labor and Materials Bond ........................................................................................................ 29 Faithful Performance/Warranty Bond ....................................................................................... 31 Optional Escrow Agreement for Surety Deposits in Lieu of Retention . .. .. .. .. .. .. . .. .. .. .. .. .. .. .. . . . .. .. . 33 General Provisions... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 Supplemental Specifications...................................................................................... 43 APPENDICES A -Site plan showing location of Sprung Structure installation B -Drawing of proposed Sprung Structure C -Drawing of existing Sprung Structure (Bid Item B-1) D -Draft Building plan set E -Sprung Instant Structure's Manpower & Equipment Recommendations F -Sprung Instant Structure Membrane Information G -Sprung Instant Structure Penetrating Guidelines H -Sprung Instant Structure quote for additional materials necessary to construct 3200 SF structure l' •+;' Revised 6/12/18 Contract No.4091 Page 2 of 44 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11 a.m. on August 31, 2022, the City shall accept bids via electronic format via the City of Carlsbad Electronic Bidding Site, PlanetBids, which may be accessed at Contracting & Purchasing I Carlsbad , CA (carlsbadca.gov), for performing the work as follows: The City of Carlsbad is seeking a contractor experienced in constructing Sprung Instant Structures for the erection of a 3200 SF Sprung Instant Structure, Inc. high tension fabric structure (Sprung Structure) at 4600 Carlsbad Boulevard and potentially dismantling, packaging and moving a 1600 SF Sprung Structure. SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 ELECTRONIC FORMAT RECEIPT AND OPENING OF BIDS: Bids will be received in electronic format (eBids) EXCLUSIVELY at the City of Carlsbad's electronic bidding (eBidding) site, at: Contracting & Purchasing I Carlsbad, CA (carlsbadca.gov) and are due by the date and time shown on the cover of this solicitation. BIDDERS MUST BE PRE-REGISTERED with the City's bidding system and possess a system- assigned Digital ID in order to submit an electronic bid. The City's electronic bidding (eBidding) system will automatically track information submitted to the site including IP addresses, browsers being used and the URLs from which information was submitted. In addition, the City's bidding system will keep a history of every login instance including the time of login, and other information about the user's computer configuration such as the operating system, browser type, version, and more. Because of these security features, Bidders who disable their browsers' cookies will not be able to log in and use the City's bidding system. The City's electronic bidding system is responsible for bid tabulations. Upon the bidder's or proposer's entry of their bid , the system will ensure that all required fields are entered. The system will not accept a bid for which any required information is missing. This includes all necessary pricing, subcontractor listing(s) and any other essential documentation and supporting materials and forms requested or contained in these solicitation documents. BIDS REMAIN SEALED UNTIL DUE DATE AND TIME. eBids are transmitted into the City's bidding system via hypertext transfer protocol secure (https) mechanism using SSL 128-256-bit security certificates issued from Verisign/Thawte which encrypts data being transferred from client to server. Bids submitted prior to the Due Date and Time are not available for review by anyone other than the submitter, who will have until the Due Date and Time to change, rescind or retrieve its bid should they desire to do so. BIDS MUST BE SUBMITTED BY DUE DATE ANO TIME. Once the deadline is reached , no further submissions are accepted into the system. Once the Due Date and Time has passed, bidders, proposers, the general public, and City staff are able to immediately see the results online. City staff may then begin reviewing the submissions for responsiveness, compliance and other issues. {'\ •,r Revised 6/12/18 Contract No.4091 Page 3 of 44 Pages RECAPITULATION OF THE WORK. Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being non- responsive. Alternative proposals will not be considered unless called for. BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date and Time. Important Note: Submission of the electronic bid into the system may not be instantaneous. Due to the speed and capabilities of the user's internet service provider (ISP), bandwidth, computer hardware and other variables, it may take time for the bidder's submission to upload and be received by the City 's eBidding system. It is the bidder's sole responsibility to ensure their bids are received on time by the City's eBidding system. The City of Carlsbad is not responsible for bids that do not arrive by the Due Date and Time. ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT. The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury under the laws of the State of California, that the certification, forms and affidavits submitted as part of th is proposal are true and correct. The bidder, by submitting its electronic bid , acknowledges that doing so carries the same force and full legal effect as a paper submission with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder has thoroughly examined and understands the entire Contract Documents (which consist of the plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the entire Contract Documents, including any addenda issued thereto, and incorporated by reference in the Contract Documents·. BIDS ARE PUBLIC RECORDS Upon receipt by the City, bids shall become public records subject to public disclosure. It is the responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or otherwise legally privileged information contained within the bid . General references to sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide applicable case law that clearly establishes that the requested information is exempt from the disclosure requirements of the PRA, the City shall be free to release the information when required in accordance with the PRA, pu rsuant to any other applicable law, or by order of any court or government agency, and the Bidder agrees to hold the City harmless for any such release of this information. INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions of the 2021 edition of the Standard Specifications for Public Works Construction "SSPWC" 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, with in 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 requ ired by this notice or for any monies withheld by the City to ensure performance under this Con- tract. Section 10263 of the Publ ic Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in Ca lifornia 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. {'\ •;;' Revised 6/12/1 8 Contract No.4091 Page 4 of 44 Pages 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, provisions, and specifications on file with the City Clerk's office. The specifications for the work include City of Carlsbad Technical Specifi- cations and the 2021 edition of the Standard Specifications for Public Works Construction, all herein- after designated "SSPWC", as amended. Specification 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. SUMMARY OF BIDDING SCHEDULE An overview of the bidding schedule is included in the following table. Details for each activity can be found in relevant section. ACTIVITY SCHEDULE TIME Released for bid July 27, 2022 Pre-bid meeting and site visit August 17, 2022 9 a.m. Deadline for questions August 19, 2022 5 p.m. Bid opening August 31 , 2022 11 a.m. 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 (at time of Bid submit PDF copy via PlanetBids / All Bidders). Bid Bond (Origi- nal) within two (2) business days of bid Opening / three (3) Apparent Low Bidders. 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(s) 7. Certificate of Insurance. The riders coveri_ng 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 Re Debarment 9. Bidder's Disclosure of Discipline Record 10. 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 $200,000. TIME OF COMPLETION: The contractor shall complete the Work within the time set in the contract as defined in the General Provisions. l' •,r Revised 6/12/18 Contract No.4091 Page 5 of 44 Pages 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: A-General Engineering Contractor, B-General Building Contractor. 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 Bid packages, various supplemental provisions and Contract Documents may be obtained on the City of Carlsbad website at www.carlsbadca.gov. Paper copies will not be provided or sold. 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- 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 herein before specified. 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. ,., •ff Revised 6/12/18 Contract No.4091 Page 6 of 44 Pages 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 ava ilable for inspection . Contractor shall require all subcontractors to comply with Section 1776. PRE-BID MEETING A pre-bid meeting and tour of the project will be held at 9:00 a.m. on Wednesday, August 17, 2022. The project tour will begin at the existing temporary fire station located at 1775 Dove Lane, Carlsbad, CA 92011 . Contractors wishing to also view the installation site at 4600 Carlsbad Blvd. will be able to do so at approximately 9:45 a.m . following the tour of the existing station. 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 this proposal, 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. BIDDER'S INQUIRIES Questions on the bid documents during the bid period shall be submitted via Online Q&A in PlanetBids. Questions shall be definite and certain and shall reference applicable drawing sheets, notes, details or specification sheets. The cutoff date and time to submit questions or substitution request regarding this project via Online Q&A in PlanetBids is August 19, 2022, at 5:00 p.m. No questions will be entertained after that date. 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. ,, •ff Revised 6/12/18 Contract No.4091 Page 7 of 44 Pages 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 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. 2022-188, adopted on the 26th day of July 2022 . July 27, 2022 Date ,, • ., Revised 6/12/18 Contract No.4091 Page 8 of 44 Pages CITY OF CARLSBAD SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 CONTRACTOR'S PROPOSAL 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. 4091 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit: Item No. A-1 SCHEDULE "A" SPRUNG STRUCTURE INSTALLATION Description Erect and install 40'x80' Sprung Structure Approximate Quantity and Unit Lump Sum Unit Price (Figures) Total amount of bid in words for Schedule "A": Total Amount (Figures) $ 144 075.01 -------------------O n e hundred and forty four thousand and seventy five dollars and one cent. ADDITIVE ALTERNATIVE SCHEDULE "B" SPRUNG STRUCTURE DISMANTLING Item No. B-1 Description Dismantle 40'x40' Sprung Structure Approximate Quantity and Unit Lump Sum Unit Price (Figures) Total Amount (Figures) $ 94,210.01 Total amount of bid in words for Schedule "B'': __________________ _ Ninety-four thousand two hundred and ten dollars and one cent l' • .., Revised 6/12/18 Contract No.4091 Page 9 of 44 Pages The City shall determine the low bid based on Schedule "A". After the low Bid has been determined, the City may, at its sole discretion, award the Contract for Schedule "A" alone or for Schedule "A" and Additive Alternative Schedule "B". Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). Appendices A-H posal. has/have been received and is/are included in this pro- 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 1067842 , classification B which expires on 08/31/2024 , 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 properly 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 the Bond Request (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. l'\ •fi' Revised 6/12/18 Contract No.4091 Page 10 of 44 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 (Street and Number) City and State ___________________________ _ (4) Zip Code ________ Telephone No. _____________ _ (5) E-Mail ____________________ _ IF A PARTNERSHIP, SIGN HERE: (1) Name under wh ich business is conducted _________________ _ (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 ____________________ _ {' •;;' Revised 6/12/18 Contract No.4091 Page 11 of 44 Pages IF A CORPORATION, SIGN HERE: ( 1) Name under which business is conducted JT2 Engineering and Construction President/ CEO (Title) Impress Corporate Seal here - (3) Incorporated under the laws of the State of _C_al_ifo_r_n_ia _______ _ (4) Place of Business 800 The Mark LN , Unit 1502 (Street and Number) City and State __ S_an_D_ie-g~o,_C_A ____________________ _ (5) Zip Code --"-9=21-'--'0'"""'"1 ______ Telephone No. 619-493-22 10 (6) E-Mail _ ___,_jo_h_n_lJJ'-·t2_c_m_i._co_m ________________ _ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED s~t A\\ttc,~ MfvJ- 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: ,, •~ Revised 6/12/18 Contract No.4091 Page 12 of 44 Pages CALIFORNIA 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 0(tober '2-t, 2o2-z_ before me, Maria C Patsiouras, Notary Public , I personally appeared -1 C>W/\--Z..e f\ who proved to me on the basis of satisfactory evidence to be the person(!:} whose name(:aj ~~ subscribed to the within instrument and acknowledged to me that @ s~/t~y executed the same in~~/t~r authorized capacity~), and that by(6G}/~/tXeir signature~ on the instrument the person ~, or the entity upon behalf of which the person~ acted , exec~ted the instrument. Place Notary Seal and/or Stamp Above I certify under PENAL TY OF PERJURY under the law of the State of Cal ifornia that the foregoing paragraph is true and correct. W_ITNESS my hand and official seal. Signature of Notary Public BID SECURITY FORM (Check to Accompany Bid) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATIC 7 CONTRACT NO. 4091 (NOTE: The following form shall be used if check accompanies bid .) Accompanying this proposal is a *Certified *Cashiers check p able to the order of CITY OF CARLSBAD, in the sum of _________________________ _ _____________________ ,,__ __ dollars($ ______ _,, this amount being ten percent (10%) of the total amount of. he bid . The proceeds of this check shall become the property of the City provided this proposal sh I be accepted by the City through action of its legally constituted contracting authorities and the un ersigned shall fail to execute a contract and furnish the required Performance, Warranty and Pay ent Bonds and proof of insurance coverage within the stipulated time; otherwise, the check shall returned to the undersigned. The proceeds of this check shall also become the property of the Ci if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the dat set for the opening thereof, unless otherwise re- quired by law, and notwithstanding the award of e contract to another bidder. BIDDER *Delete the inapplicable wor, . (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 Contract No.4091 Page 13 of 44 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 KNOW ALL PERSONS BY THESE PRESENTS: That we, JT2 EC OBA JT2 Engineering and Construction, as Principal, and Markel Insurance Company , as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent (10%) of the bid amount) Ten Percent ofBid Amount 10% 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: SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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 Carlsbad, 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 is agreed that the death of Principal shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this 30th day of _A"""u .... a..,.,u,..st ___________ , 2022 JT2 EC OBA JT2 Engineering and Construction (SEAL) Markel Insurance Company (SEAL) (Principal) (Surety) By :---------------(Signature) John Townzen (Print NamefTitle) (Print NamefTitlf',~ (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY-ATTACH ATTORMEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attorney By: l' •,;' Revised 6/12/18 Contract No.4091 Page 14 of 44 Pages POA# 510118 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen. Virginia, does by these presents make, constitute and appoint: Justin L. Kelley Their true and lawful agent(s) and attorney(~l-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Five MIiiion and 00/100 Dollars ($5,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorn ey, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their officia l seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 8th day of November, 2021 . SureTec Insurance Company Commonwealth of Virginia County or Henrico SS: By: __ R Markel In ce Company . ~if--- in Russo, Senior Vice President On this Blh day of November . 2021 A. D., before me, a Notary Public of the Commonwealth of Virginia, in and for the County of Henrico, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally kn own to be the individuals and officers described in, who executed the preceding instrument. and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. , , , "" 1 •,, ,, ••' r,,_ OOtv ',, IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed mt~~~aa~a~ tt.i/2:~~(,llf Henrico, the day and year first above written. ,.: Q .•<l>-?-Y Pv&··•.~,A'--:,_ • . 0 <,,. -: :°< MY 0 ... : ~ c--....,_ _L_ -: COMM!SSION : : By: L~ ~) --. ..:.~ ! 2 •.. NUl1ilBER .: i2 : Donna Donavant, Notary Public -;._ ~.g,,··. 7063968 .: <5 ,: My commission expires 1/31/2023 ",, 0,1;·.. ....~~ ,' We, the undersigned Officers of SureTcc Insurance Company and Marke'l'19s'if,«fi'~L~·r©'fiy d,Q.-A~rby certify that the original POWER OF ,11,· iOr.NE'I of -:1hi~h ihe foregoing is a full, true and correct copy is still in full force and effect and ht! ~.q~1~ {f~~'d. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the 30th day of ____ A_u~g~U_5_1_ 2022 ------.. --· Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 5101 18 For verification of the authority of this Power you may call {713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. 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 ORANGE County of ____________ ~ SD I 2 t1 , ... :t... before me, LINDSEY JO WOLLER, NOTARY PUBLIC (insert name and title of the officer) personally appeared JUSTIN L KELLEY 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. Signature~ (Seal) GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM 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 the.' 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. 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. ,., •+; Revised 6/12/18 Contract No.4091 Page 15 of 44 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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 Portion Subcontractor Name Phone No. DIR Subcontractor's Amount of (type) of and and Email Registration License No. and Work by Subcontractor Work Location of Business Address No. Classification in Dollars* Roll Up Doors Radford Doors and Gates 953-925-2700 ( aleckoQJrad!Ofddooru:om 1050726 $8,800.00 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." ,, •+;' Revised 6/12/18 Contract No.4091 Page 16 of 44 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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. Bidder shall demonstrate experience successfully completing projects that included the con- struction and installation of a Sprung Instant Structures, Inc., structure. Contractor shall have completed the installation of at least two Sprung Instant Structure, Inc., structures within the past ten years. The proposal shall be deemed non-responsive if the required technical ability and experience for the Bidder or it's Representative is not demonstrated. Date Name and Address Name and Phone No. Amount Contract of the Employer of Person to Type of Work of Completed Contract Contract = Clryof San Diego 1222 1st AY8, San Diego, CA G:2101 Mlch&el Ramirez I S.5&-761·1110 Dlamanlle of Pretenak,ned Fabric StnJau" $273,753.38 01J08/2020 Fc:-o EC Inc. 10850 Wllahn BIYd. #380 Los Angeles, CA 90024 ArllshDagh,ghlan/310-'74-7999 Pr&-cnglneered Bullding Erection SS-43,000.00 01i00/2020 Ford EC Irie loe50 ~ Blvd #3&0 Los Angele1, CA 90024 msh()tQNghlln/310--47•-7"9 Pra-EnglnHflld Bullding Erection Hl2,CM2.00 ('\ •+' Revised 6/12/18 Contract No.4091 Page 17 of 44 Pages BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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: D 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. {'\ •ti' Revised 6/12/18 Contract No.4091 Page 18 of 44 Pages ABRD. CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDDIYYYY) 10/12/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANO 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 I 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 policles 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 Customer Service Department NAME: Target Financial & Insurance Services, Inc. ;t,gNJo.~vn• (800)450-8013 I FAX fA/C Nol: (800) 434-8053 3250 Grey Hawk Ct E-MAIL Certificates@tgfis.com ADDRESS: INSURER(Sl AFFORDING COVERAGE NAJC # Carlsbad CA 92010 INSURER A : Kinsale Insurance Co 38920 INSURED INSURER B: State Compensation Ins Fund of CA 35076 JT2 EC, INSURER C: DBA: JT2 Engineering and Construction INSURER O: 800 The Mark Lane 1502 INSURER E: San Diego CA 92101 INSURER F : COVERAGES CERTIFICATE NUMBER: GL/XS,WC/PL 22-23 REVISION NUMBER: 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 TYPE OF INSURANCE LTR IINSD w,m POLICY NUMBER f~~~g~l ,~~~%~ LIMITS ~ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 D CLAIMS-MADE [8] OCCUR UAMAC,t: I U ~~" I t:U 100,000 PREMISES /Ea occurrence\ s -MED EXP (Anv one person) s 5,000 -A y 0100176496-0 01 /2012022 01/20/2023 PERSONAL & ADV INJURY s 1,000,000 - GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ~ [8] PR~ □LOC PRODUCTS -COMP/OP AGG $ 2,000,000 POLICY JECT OTHER: $ c; AUTOMOBILE LIABILITY /E~~:!,'~~n51NGLE LIMIT $ -ANY AUTO BODILY INJURY (Per person) $ --OWNED SCHEDULED BODILY INJURY (Per accident) $ -AUTOS ONLY -AUTOS HIRED NON-OWNED i!ROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident) --$ UMBRELLA LIAS ~ OCCUR EACH OCCURRENCE $ 5,000,000 A x EXCESS LIAS CLAIMS-MADE 0100176595-0 01120/2022 01/20/2023 AGGREGATE $ 5,000,000 OED I I RETENTION $ $ WORKERS COMPENSATION XI PER I I OTH- AND EMPLOYERS' LIABILITY STATUTE ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE □ y 9301410-2022 07103/2022 07/03/2023 E.L. EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NHI E.L. DISEASE· EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE · POLICY LIMIT $ 1,000,000 General Aggregate $2,000,000 A Pollution Liability 0100176847-0 01/24/2022 01/20/2023 Each Pollution $1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) The City of Carlsbad is named as Additional Insured, to the extent provided in the attached form(s). 30 day cancellation notice, 10 days for non-payment. •Additional Insured status Is subject to all policy terms, exclusions and conditions• CERTIFICATE HOLDER CANCELLATION City of Car1sbad/CMWD c/o EXIGIS Insurance Compliance Services 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 PO BOX947 Murrieta CA 92564 I © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD ~RD• CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) 10/12/2022 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 provis ions or be end orsed. 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 Customer Service Department NAME: Target Financial & Insurance Services, Inc. ;1)gN~0 ~,,,,. (800) 450-8013 I FAX /A/C Nol: (800) 434-8053 3250 Grey Hawk Ct E-MAIL Certificates@tgfis.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # Carlsbad CA 92010 INSURER A: Certain Underwriters at Lloyd's, London N/A INSURED INSURER B: JT2 EC, INSURERC: OBA: JT2 Engineering and Construction INSURERD : 800 The Mark Lane 1502 INSURER E: San Diego CA 92101 INSURER F : COVERAGES CERTIFICATE NUMBER: IM 22-23 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOlWITHSTANDING 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 TYPE OF INSURANCE LTR 1,.,cn lwvn POLICY NUMBER ,:3M&~ ,~3~&~1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ -D CLAIMS-MADE □ OCCUR DAMAGE I u r<CN I cu -PREMISES (Ea occurrence\ $ MEO EXP (Ally one person) $ - PERSONAL & ADV INJURY $ - GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ ~ POLICY □ ~m □ LOC PRODUCTS -COMP/OP AGG $ OTHER: $ l' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ /Ea accident\ ...,_ ANY AUTO BODILY INJURY (Per person) $ ...,_ OWNED -SCHEDULED BODILY INJURY (Per accident) $ -AUTOS ONLY -AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY /Per accident\ --$ UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ -EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION I PER I I OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE □ N /A E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) EL DISEASE • EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ Inland Marine Rented/Leased Equip. $100,000 A IMEB11386 10/21/2022 10/21/2023 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Verification of Coverage 'Subject to all policy terms. exclusions and conditions• CERTIFICATE HOLDER CANCELLATION Verification of Coverage 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 I © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ACORD• CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/OD/YYYY) L---' 10/12/2022 l 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 t his certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Customer Service Department NAME: Target Financial & Insurance Services, Inc. rA~gN~a c.,.,. (800) 450-8013 I rt~ Nol: (800) 434-8053 3250 Grey Hawk Ct E-MAIL Certificates@tgfis.com ADDRESS: INSURER{Sl AFFORDING COVERAGE NAIC # Carlsbad CA 92010 INSURER A: Landmark American Ins Co 33138 INSURED INSURER B : Certain Underwriters at Lloyd's, London N/A JT2 EC, INSURER C: OBA: JT2 Engineering and Construction INSURER D: 800 The Mark Lane, Unit 1502 INSURER E: San Diego CA 92101 INSURER F: COVERAGES CERTIFICATE NUMBER: XS 22-23 IM 21-22 REVISION NUMBER: 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 TYPE OF INSURANCE /, POLICY EFF POLICY EXP LIMITS LTR 1,.,~n wvn POLICY NUMBER MM/ODIYYYYl /MM/OD/YYYYl COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ -D CLAIMS-MADE □ OCCUR DAMAGE IV t<cN I cu PREMISES /Ea occurrence\ $ MED EXP (Any one person) s - PERSONAL & ADV INJURY $ - GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s ~ □PR~ □LOC POLICY JECT PRODUCTS • COMP/OP AGG s OTHER: s c; AUTOMOBILE LIABILITY ~~~~~~~llNGLE LIMIT $ -ANY AUTO BODILY INJURY (Per person) s --OWNED SCHEDULED BODILY INJURY (Per accident) $ -AUTOS ONLY -AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY /Per accident) --s UMBRELLA LIAB ~OCCUR EACH OCCURRENCE $ 3,000,000 A X EXCESS LIAB CLAIMS-MADE LHA254158 07/0712022 01120/2023 AGGREGATE $ 3,000.000 OED I I RETENTION $ $ WORKERS COMPENSATION I PER I I OTH- AND EMPLOYERS" LIABILITY STATUTE ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE □ NI A. E.L. EA.CH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L. DISEASE • EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE· POLICY LIMIT $ Inland Marine Rented/Leased Equip. $100,000 B IMEB08948 10/21/2021 10/21/2022 DESCRIPTION OF OPERATIONS/ LOCA.TIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Verification of Coverage 'Subject lo all policy terms, exclusions and conditions' CERTIFICATE HOLDER CANCELLATION Verification of Coverage 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 I © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION Attached To and Forming Part of Policy Effective Date of Endorsement Named Insured 0100176496--0 01/20/2022 12:01AM at the Named Insured JT2 EC address shown on the Declarations Additional Premium: I Return Premium: $0 $0 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Insured Person(s) or Organization(sl Location(s) of Covered Operations Blanket, as required by written contract, executed prior to Locations as required and specified by written contract, the start of work on the project. executed prior to the start of work on the project. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II -Who Is An Insured is amended to indude as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodly injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your · behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. 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 insurance afforded to such additional insured wi ll not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodly injury" or "property damage" occurring after: 1. All work, induding 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. CG 2010 1219 © Insurance Services Office, Inc., 2018 Page 1 of 2 C. 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: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. CG 2010 12 19 © Insurance Services Office, Inc., 2018 Page 2 of 2 I STATE L.UMr't::N~A IUN 1NSU~A.NCE FUND HOME OFFICE SAN FRANCISCO ENDORSEMENT AGREEMENT WAIVER OF SUBROGATION 9301410-22 RENEWAL SD 9-16-23-56 PAGE 1 EFFECTIVE OCTOBER 14, 2022 AT 12.01 A.M. ALL EFFECTIVE DATES ARE AT 12:01 AM PACIFIC STANDARD TIME OR THE TIME INDICATED AT PACIFIC STANDARD TIME AND EXPIRING JULY 3, 2023 AT 12.01 A.M. JT2 EC OBA JT2 ENGINEERING AND CON 800 THE MARK LN UNIT 1502 SAN DIEGO, CA 92101 ANYTHING IN THIS POLICY TO THE CONTRARY NOTWITHSTANDING, IT IS AGREED THAT THE STATE COMPENSATION INSURANCE FUND WAIVES ANY RIGHT OF SUBROGATION AGAINST, CITY OF CARLSBAD CMWD WHICH MIGHT ARISE BY REASON OF ANY PAYMENT UNDER THIS POLICY IN CONNECTION WITH WORK PERFORMED BY, JT2 EC DBA JT2 ENGINEERING AND CON IT IS FURTHER AGREED THAT THE INSURED SHALL MAINTAIN PAYROLL RECORDS ACCURATELY SEGREGATING THE REMUNERATION OF EMPLOYEES WHILE ENGAGED IN WORK FOR THE ABOVE EMPLOYER. IT IS FURTHER AGREED THAT PREMIUM ON THE EARNINGS OF SUCH EMPLOYEES SHALL BE INCREASED BY 03%. NOTHING IN THIS ENDORSEMENT SHALL BE HELD TO VARY, ALTER, WAIVE OR EXTEND ANY OF THE TERMS, CONDITIONS, AGREEMENTS, OR LIMITATIONS OF THIS POLICY OTHER THAN AS ABOVE STATED. NOTHING ELSEWHERE IN THIS POLICY SHALL BE HELD TO VARY, ALTER, WAIVE OR LIMIT THE TERMS, CONDITIONS, AGREEMENTS OR LIMITATIONS IN THIS ENDORSEMENT. COUNTERSIGNED AND ISSUED AT SAN FRANCISCO: OCTOBER 17, 2022 2570 ~!(,q, PRESIDENT AND CEO SC IF FORM 10217 (REV.4-2018I OLD DP 217 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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. party debarred party debarred agency agency period of debarment period of debarment BY CONTRACTOR: (print name/title) Page _1 _ of __ 1 _ pages of this Re Debarment form ~ Q Revised 6/12/18 Contract No.4091 Page 19 of 44 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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 10 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? yes X no 2) Has the suspension or revocation of your contractor's license ever been stayed? X yes 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? X 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. (If needed attach additional sheets to provide full disclosure.) Page __ 1 _ of _2_ pages of this Disclosure of Discipline form #1t ~, Revised 6/12/18 Contract No.4091 Page 20 of 44 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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. (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: Page _2_ of ___2__ pages of this Disclosure of Discipline form ft ~, Revised 6/12/18 Contract No.4091 Page 21 of 44 Pages NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 The undersigned declares: JT2 Engineering I am the President of and , the party making the foregoing bid. Construction 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 August 31 , 20__22_ at Sao Diego [ ·ty], California [state]. #It: Q Revised 6/12/18 Contract No.4091 Page 22 of 44 Pages CONTRACT PUBLIC WORKS This agreement is made this 1)P -WV day of ~ C:h ~ , 2022, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and JT2 EC, a California corporation d.b.a JT2 Engineering and Construction, whose principal place of business is 800 The Mark Ln, Ste 1502, San Diego, CA 92101 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 PWS22-1896FAC (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 Contract No.4091 Page 23 of 44 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 re lied 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 lim ited 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. {'\ .... Revised 6/12/18 Contract No.4091 Page 24 of 44 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 projecUlocation 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. l' •;;' Revised 6/12/18 Contract No.4091 Page 25 of 44 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 fai lure 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.I.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 rig hts 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- su rance 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 requ ired under th is 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 Govern ment Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. l' •+r Revised 6/1 2/18 Contract No.4091 Page 26 of 44 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. (B) 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 n Diego County, California. I have read and understand all provisions of Section 11 above. --1------,.f----init ~it 12. Maintenance of Records. Contractor shall maintain and mak available at noVost 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. ,, •fr' Revised 6/12/18 Contract No.4091 Page 27 of 44 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 A TT ACHED (CORPORATE SEAL) CONTRACTOR: sident / CEO nd title) By: _ _p..___.::.....,..,.......,.....__,,.._.,...--___ _ (sign here) .le.etJe 'loww'lE-ti S-eG~TA<1-y (pri nt name and title) / CITY OF CARLSBAD a municipal corporation of theS~o1"'\ L ~: ~ Vc~--- Geoff Patnoe, Assistant City Manager, as authorized by the City Manager ATTEST: j9fJ for Faviola Medina, City Clerk Services Manager 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: CINDIE K. McMAHON By: ~A /7 City AttoTR () ~ ~Assista~ rney l' •+;' Revised 6/12/18 Contract No.4091 Page 28 of 44 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 County of SAN DIEGO on OCTOBER 12, 2022 before me IRVING LEYVA, NOTARY PUBLIC I-------------------(insert name and title of the officer) personally appeared .,joµtJ TowNzctJ /rJJ!) J ocl t:""1E T 0 WN"ZEN 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 helsRe/they executed the same in AtSt!=ter/their authorized capacity(ies), and that by h+elher/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. ~: Signature _z;.,,,..,.~ ............. --~---------(Seal) IRVING LEYVA ·1 Commission No. 2357534 ► NOTARY PUBLIC-CALIFORNIA i SAN DIEGO COUNTY ~ Commission Expfes May 14, 202~ •• J Bond# 4462081 Premium: Included with Performance bond LABOR AND MATERIALS BOND WHEREAS , the City of Carlsbad, State of California , has awarded to JT2 EC d.b.a JT2 Engineering and Construction, a California corporation (hereinafter designated as the "Principal"), a Contract for: SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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, JT2 EC d.b.a JT2 Engineering and Construction , a California corporation , as Principal, (hereinafter designated as the "Contractor"), and Target Financial and Insurance Services as Surety, are held firmly bound unto the City of Carlsbad in the sum of ONE HUNDRED FORTY- FOUR THOUSAND SEVENTY-FIVE DOLLARS AND ONE CENT ($144,075.01), 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, successors, or assigns, jointly and severally, firmly by these presents. THE CONDI TION 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 requ ired 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.4091 Page 29 of 44 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. SIGNED AND SEALED, this _1_7_th ____ day ot _O_ct_o_be_r ________ , 2022 JT2 EC dba JT2 Engineering and Construction (SEAL) (Principal) By: __ ~~-(;-i~~-:-~----- John Townzen President (Print Name & Title) M_ar_k_e_l l_n_s_ur_a_n_ce_C_o_m __ p_a_n~y ___ (SEAL) (Surety) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City A By : {'\ •ff Revised 6/12/18 Contract No.4091 Page 30 of 44 Pages POA# 510118 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Justin L. Kelley Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such Instrument executed hereunder shall not exceed the sum of: Five Million and 00/100 Dollars ($5,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 8th day of Novombcr . 202, . SureTec Insurance Company Commonwealth of Virginia County of Henrico SS: On this 8th day of Novomber , 202, A. D., before me, a Notary Public of the Commonwealth of Virginia, In and for the County of Henrico, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were dulv affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of ~aid Companies referred to in the preceding instrument is now in force. , , , • • • • • •,, 11 ••' p,.. DONA'•, IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed m~~~~\t~u►anbe C.~(fs,f Henrico, the day and year first above written . .... Q'(j~~'r'?-Y Pu&·· 1,;,,>.'"". : :o ( ·. : _:< MY 0 -._ : : COMM!SSION : O : NUMBER ; <::C : Donna Donavan!, Notary ?ttl,lic :o •. :~: ' ~ · 7063968 · ,-.;: .. '", ~ •, , (.:J .. • My commission expire~ 1.'31/21)23 -,,~ o~~~;;•-.... ,<~~ ...... We, the undersigned Officers of SureTec Insurance Company and Markel'lt)s'tf~~LWJ!i)iw d,q'llerby certify that the original POWER OF ATTORHEY of which the foregoing is a full, true and correct copy is still in full force and effect and ht!~,~l'i~(fV~~'d. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the ~day of ____ O_c_t_o_b_e_r __ ~ __ 2_0_2_2_ Markel lnsuranc.e Corn::,anv / Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 510118 For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. 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 ORANGE On [)c,-b )>~ , \1, 1.,,oy'L,, before me, LINDSEY JO WOLLER, NOTARY PUBLIC (insert name and title of the officer) personally appeared JUSTIN L KELLEY 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. Signature~ •••••••••••••••••••••••••••••••••••••• --~lf ... -4 ~iir. LINDSEY JO WOLLER : ~ -,.~,cz:;t~~ COMM. #2267876 z ~=~~, NOTARYPUBUC-CAUFORNIA~ ORANGECOUNTY ~ -(,# •' -E My Commission Expires 11/20/2022 : (Seal)"' u 111,11111111111111111111111111111 ar Bond# 4462081 Premium: $3,162.00 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California, has awarded to JT2 EC d.b.a JT2 Engineering and Construction, a California corporation, (hereinafter designated as the "Princi- pal"), a Contract for: SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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 , JT2 EC d.b.a JT2 Engineering and Construction, a California corporation, as Principal, (hereinafter designated as the "Contractor"), and Target Financial and Insurance Services , as Surety, are held and firmly bound unto the City of Carlsbad, in the sum of ONE HUNDRED FORTY- FOUR THOUSAND SEVENTY-FIVE DOLLARS AND ONE CENT ($144,075.01)said sum being equal to one hundred percent (100%) of the estimated 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 administrators, 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 ha rmless 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.4091 Page 31 of 44 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 . SIGNED AND SEALED, this _1_7_th ____ day of October , 2022 JT2 EC dba JT2 Engineering and Constructio!:\:SEAL) (Principal) M_a_rk_e_l _I n_s_u_ra_n_c_e_C_o_m_,_p_a_n..<..,y ___ (SEAL) (Surety) By: ----'r'--___.,_ ________ _ u (Signature) John Townzen President (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORN EY-IN-FACT O :RTI FICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City By: -it!+r-___,,_~=-----'=::::__->t------ (' •+r Revised 6/12/18 Contract No.4091 Page 32 of 44 Pages POA/1 510118 JOINT LIMITED POWER OF ATTORNEY KNOW All MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Te,as and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Justin L. Kelley Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than on e is named above, to make, execute, sea l and deliver for and on their own behalf, individually as a surety or jointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such Instrument executed hereunder shall not exceed the sum of: Five Million and 00/100 Dollars ($5,000,000.00) This Power of Attorney is granted and is signed and sea led under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute power~ of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 8th day of November . 2021 . SureTec Insurance Company Commonwealth of Virginia County of Henrico SS: On this 8th day of November, 2021 A. D., before me, a Notary Public of the Commonwealth of Virginia, in and for the County of Henrico, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described In, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were dulv affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of ~aid CC'lmpanies referred to in the preceding instrument is now in force. , , , , • • • '•,,, 1 ,,, ~ DON ,,, IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed m~~~~~ea►a~tbe1~~(-'lf Henrico, the day and year first above written. , .. Q'(j~~'c--~y Pu&•· ,t;..>,\ : :o '( ·. ~ : :' < MY 0 -._ • C--~ _L • : COMMISSION • : .{'::---... / --~-- • 0 • NU\48ER • <:c • ! O •. 1 • -• ~ ,: Donna Don avant, Notary Public ~-~•·. 70&3968 /(j .. : My commission expires 1/31/2023 -, 0 ·.. .•· ~ .... '• '11A1,,; ...... , • C. ~ .. We, the undersigned Officers of SureTec Insurance Company and Markei'~s\/'~litl9"f'110iiy d,i.-Aerby certify that the original POWER Ot' ATTORNEY ,:if whicl> tl1e foregoing is a full, true and correct copy is still in full force and effect and htl ~,~11~ (~v~\!'d. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the ~day of ~022 ----- Markel lnsu~Jr,ce Company Any Instrument Issued In excess of the penalty stated above is totally void and without any validity. 510118 For verification of the authority of this Power you may call 1713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. 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 ORANGE \ 1 toi..,t, ' before me, LINDSEY JO WOLLER, NOTARY PUBLIC (insert name and title of the officer) personally appeared JUSTIN L KELLEY 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. Signature~ ~···································· .. -LINDSEY JO WOLLER : COMM. #2267876 z ~~il1l~ NOTARYPUBUC-CAUFORNIA 00 • '-""'-=~ ORANGE COUNTY ] : My Commission Expires 11/20/2022 : (Seal) ., 111111111111 nuu 111119111111111111• 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 SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7 CONTRACT NO. 4091 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 1 0 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 only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow l'\ •ff Revised 6/12/18 Contract No.4091 Page 33 of44 Pages 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: Title FINANCE DIRECTOR Name ------------------ Signature _______________ _ Address 1635 Faraday Avenue, Carlsbad, CA 92008 For Contractor: Title Name _________________ _ Signature _______________ _ Address ----------------- For Escrow Agent: 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. l'\ •fi' Revised 6/12/1 8 Contract No.4091 Page 34 of 44 Pages IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title MAYOR Name _________________ _ Signature _______________ _ Address 1200 Carlsbad Village Drive, Carlsbad. CA 92008 For Contractor: Title Name _________________ _ Signature _______________ _ Address ----------------- For Escrow Agent: Title ________________ _ Name _________________ _ Signature _______________ _ Address ________________ _ l' •,;' Revised 6/12/18 Contract No.4091 Page 35 of 44 Pages August23,2022 ADDENDUM NO. 1 C cityof Carlsbad RE: PWS23-1896FAC -SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7; PROJECT NO. 4091 Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. This addendum must be acknowledged via PlanetBids or submitted with your bid proposal. JANEAN flAWNEY Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 Bidder's Signature Public Works Branch Contract Administration 1635 Faraday Avenue I Carlsbad, CA 92008 CITY OF CARLSBAD PWS23-1896FAC; SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7; PROJECT NO. 4091 From: No. of Pages: Date: Bid Due Date: Addendum No. 1 Janean Hawney, Contract Administrator Phone: 442-339-2795 janean.hawney@carlsbadca.gov 1635 Faraday Ave Carlsbad, CA 92008 1 (including this page) August23,2022 August 31, 2022 -11 :00 a.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 by submitting issued Addendum with RFB response or via online PlanetBids. Failure to do so may subject bidder to disqualification. Questions and Answers: Q1. Being that this RFP is only for install and dismantling of the structures and could be less than $200k. will the Bid Bond and Performance Bond be a requirement in order to submit an estimate? A 1. Yes , both the Bid Bond and Performance Bond will be required for this project regardless of the price. Bid No. PWS23-1896FAC Addendum No. 1 GENERAL PROVISIONS: DESCRIPTION OF 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 Doc- uments, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. A-1 Erect and install 40'x80' Sprung Structure The City of Carlsbad has, or has ordered, all materials necessary to construct a 3200 square foot Sprung Instant Structure on an existing concrete pad located at 4600 Carlsbad Blvd, Carlsbad, CA 92008. The contract unit price paid for this bid item shall constitute full compensation to construct a 40-foot wide by 80-long Sprung Structure with a 10-foot wide hood/single personnel access door and 2 indi- vidual 12-foot x 14-foot roll-up service doors and an existing electric vent C/W Damper.. This bid item includes all labor, equipment and materials necessary to erect and anchor the structure to the existing concrete slab foundation. Contractor shall install the structure in accordance with the manufacture's manpower, equipment and installation guidelines. A sample of the manufacturer's guidelines is attached as Appendix E, Contrac- tor shall be responsible for contacting the manufacturer and confirming manpower, equipment and installation requirements. Contractor shall be responsible for contracting with Sprung Structures, Inc. for a Technical Consultant to be provided in accordance with their recommendations. Contractor shall ensuring a Technical Consultant from Sprung Instant Structures, Inc., is onsite for the duration of the construction of the building. 8-1 Dismantle 40' x 40' Sprung Structure The contract unit price paid for this bid item shall constitute full compensation to dis-assemble, pack- age, and transport an existing 40-foot by 40-foot Sprung Structure, including two 12-foot x 14-foot roll- up doors, to be reconstructed as part of Bid item A-1. The current Sprung Structure is located at 1775 Dove Ln , Carlsbad, CA 92011 and contractor shall be responsible for delivering it to 4600 Carlsbad Boulevard upon complete dismantling and packaging. Contractor shall ensuring a Technical Consultant from Sprung Instant Structures, Inc., is onsite for the duration of the construction of the building. TIME OF COMPLETION Pursuant to section 6-3.1 of the Standard Specifications for Public Works Construction (SSPWC), the contractor shall complete all contract work within : Contractor shall complete all contract work associated with bid item A-1 within 13 calendar days. Work is anticipated to commence on November 14, 2022 and be completed on or before November 30, 2022 If the City elects to award bid item 8-1, Contractor shall complete all contract work associated f.'\ • ., Revised 6/12/18 Contract No.4091 Page 36 of 44 Pages with bid item B-1 within 4 calendar days. Work is anticipated to commence on November 7, 2022 and be completed on or before November 10, 2022. Unless otherwise approved in writing by the City, 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. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for com- pletion of Work, in accordance with Section 6-9 of the Standard Specifications for Public Works Con- struction (SSPWC), the Contractor shall pay the Agency, or have withheld monies due it, the sum of Seven Hundred dollars ($700.00) for each consecutive calendar day in excess of the time specified. 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. DISPUTED WORK. Pursuant to section 2-9 of the Standard Specifications for Public Works Construction (SSPWC), 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. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. 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 1 0 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: ,, •+;' Revised 6/12/18 Contract No.4091 Page 37 of 44 Pages 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 10 (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. (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 im provement 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 l'\ •,r Revised 6/12/18 Contract No.4091 Page 38 of 44 Pages 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 1 0 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 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 1 0 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 non binding 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 l'\ •+;' Revised 6/12/18 Contract No.4091 Page 39 of 44 Pages 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. (i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2027, 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, Divisio,:i 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 {'\ •+r Revised 6/12/18 Contract No.4091 Page 40 of 44 Pages 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 docu- mentation, 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 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. ,, •+;' Revised 6/12/18 Contract No.4091 Page 41 of 44 Pages (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. ,~ •;r Revised 6/1 2/18 Contract No.4091 Page 42 of 44 Pages SUPPLEMENTAL SPECIFICATIONS: Contractor shall contract and coordinate with Sprung In stant Structures, In c., as necessary to ensure a Technical Consultant from Spung Instant Structures, Inc., will be onsite during complete constructi on of the Sprung Structure to provide advice on the best meth ods of structure assembly and erection. Contact information for Sprung Instant Structures: Terry Formentera Business Development Manager 29970 Technology Drive, Suite 112 Murrieta, CA 92563 0 . 951-461 -8240 C. 951 -315-8540 In addition to Appendix E, Sprung Instant Structures provided the below information as an estimate to the city on the manpower and equipment likely necessary to perform the contract work: Rolling Service Doors: Rolling Service Doors fisted generally have a much longer lead time and will likely arrive and be installed by a local installer after our technical consultant has left the site. You will be required to supply a forklift (or hoisting equipment) and a small man lift, to lift the door in place and install. Electrical hookup, if applicable, is not included. Erection: We will supply a Technical Con sultant on site to provide advice on the best meth- ods of structure assembly and erection to a construction supervisor (or equivalent). The Technical Consultant is not authorized to perform any other services or directly supervise workers, customer is responsible for supervision of and safety compliance in structure loca- tion, orientation, assembly, and erection. The Technical Consultant is not a project manager, customer is solely responsible for project management if this is a requirement. Required equipment and manpower: a) Manlifts. b) Appropriate fall protection (body harness and lifeline). c) Electrical power to site. d) Estimated 6 workmen for approximately 15 (3 of which is/or the dismantle if the mem- brane can be cut off and 12 to erect the new and existing structures at new site - Please note, this does not include a time and components for the Rolling Service Doors. We recommend that you have the Overhead Door Co., or the contractor remove the 12' x 14' doors prior to the Sprung technical consultant's arrival), 8 hour working days, approximately half of which should be man lift qualified. Total man hours to complete is estimated at 720. e) A supervisor with construction experience. Note: Above time estimation does not include an allowance for the Rolling Service Doors which will be delivered and installed by closest regional installer. ,, •,;' Revised 6/1 2/18 Contract No.4091 Page 43 of 44 Pages Crane: We request that you supply a picker with operator and rigger to assist in raising the free span aluminum beams during the erection sequence. It will be needed for approximately for ap- proximately 10 hours. Estimated at 4 hours to dismantle and 6 hours to erect the 40' x 80'. SJ}rung Tools: Although specialized hand tools are supplied for your use at no charge,you are responsible for the tools while they are at your site and until picked up by Sprung following completion of the erection of the structure. Lost, stolen, or damaged tools will be billed at their full replacement cost. On Site Engineering Inwections: If onsite engineering inspections are required, please advise our sales office to request a quotation. These services will be quoted at our cost. Onsite inspec- tions are not included as a part of Engineered Stamped Drawings. {'\ •+r Revised 6/12/18 Contract No.4091 Page 44 of 44 Pages August 23 , 2022 ADDENDUM NO. 1 C_cityof Carlsbad RE: PWS23-1896FAC -SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7; PROJECT NO. 4091 Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. This addendum must be acknowledged via PlanetBids or submitted with your bid proposal. JANEAN 1lAWNEY Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 Bidder's Signature Public Works Branch Contract Administration 1635 Faraday Avenue I Carlsbad, CA 92008 CITY OF CARLSBAD PWS23-1896FAC; SPRUNG STRUCTURE FOR TEMPORARY FIRE STATION 7; PROJECT NO. 4091 From: No . of Pages: Date: Bid Due Date: Addendum No. 1 Janean Hawney, Contract Administrator Phone: 442-339-2795 janea n. hawney@ca rlsbadca. gov 1635 Faraday Ave Carlsbad, CA 92008 1 (including this page) August23,2022 August 31, 2022 -11 :00 a.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 by submitting issued Addendum with RFB response or via online PlanetBids. Failure to do so may subject bidder to disqualification. Questions and Answers: Q1 . Being that this RFP is only for install and dismantling of the structures and could be less than $200k, will the Bid Bond and Performance Bond be a requirement in order to submit an estimate? A 1. Yes, both the Bid Bond and Performance Bond will be required for this project regardless of the price. Bid No. PWS23-1896FAC Addendum No. 1 Appendix A LOCATION MAP ~DOWN ARE Address: 4600 Carlsbad Blvd. Carlsbad, CA 92008 PROJECT NAME TEMPORARY FIRE STATION 7 PROJECT NUMBER 4091 EXHIBIT # Appendix B Componen1s nol!d as EXISTING are eXJSting components ma~~ up 1M "'™1t 4fJ x 4fJ sru:uire on Oo,e Lane. n-.se "'""°"'nts wil be smade avalable ID Uie o,nta<:11)( for o,nslrudlon of llo 4fJ x 80' Sb'l.<:ue. r.====:::::::::;-----------------------------------------------------------------,~:;;-;:;;;;;:;;;;------,-------~1· I CS.CABLE BRACING i r,, 0 0 "4"\ 0 DESIGN CRITERIA & II V '-...::_} \..V \V \..V COQESANDSTANDARDS ~- 0 0 © ® © 0 PERSONNEL DOORS 4PANELS@20'-0"• etJ-0' CBC2019 i~ =~ ~ EXISTING STRUCTURE NEW STRUCTURE CATEGORY I TYPE I HOOO WIOTHI BEAM I DOOR SIZEI COMMENT I SWING I COUNT ACCESSORIES CATEGORY TYPE SIZE COMMENT COUNT HOOD I SPO I 1U-O" I 4•,:r I 3"-0'xT-0' I (STANDARD I 1 CARGO DOOR ROLLING SERVICE DOOR t ~ARCH, t1EiY LEG EXTENSION ~ ARCH, !lill LEG EXTENSION !fEYJARCH & !lillARCH & RELOCATED ADDITIONAL SASE LEG EXTENSION LEG EXTENSION ~ LEVEL PURLIN REO'O Elli!llill MODIFIED MEMBRANE FLAT ENO WALLCN/!fEYJ \ UPRIGHTS .E.!IJSillill ROlLING SERVICE DOOR (1Z-O'x14'-0') ~ CB E.!IS!llill CB LOUVERED TO SUPPORT OPENING LOWERED OPENING 1 r I I I I I 111 11 1 I I I I I I I I f&SIW!, ROLLING -tJ.1----------------------------------_j_l..J ii= J DAYLIGHT PIELS ABOVE C = j ~~ -----------r· ---------------------~t 111 I I I I 111 SERV1CE DOOR (12'-0'x14'-0') I I ' I I I I I I I I I I I J L \ ~ARCH& filj'i LEG EXTENSION RELOCATED ElllSillill MEMBRANE FLAT ENO WALL CNl&t,' UPRIGHTS &t,'ROLLING SERV1CE DOOR (12'-0',14'-0') llE'!Y ROLLING SERVICE DOOR (12'-0"x14'-0') ~ARCH, llE'!Y LEG EXTENSION !lEYi 10'-0'w HOOO (4'x3') CN/ E.!IISillill SINGLE PERSONNEL DOOR(3'-0'xT-O')W Elll$OO HODO LIGHT ~ARCH. 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IV~ D (KUC)SN:)W U)\O ,.. l"""""'Sl£0"""'1l -♦canvons LL 0 ~ 0 REV mOCTUM,LCOM§OOJl!G MO ~ aM AVENUE SALT LAI(£ OTY, llfAH PH.80J .<;86.6&48 FAX!IOl,<16,fi,3317 "'°-m 8Y DESCRl'TD/ SECTION& BASE DETAILS S-1 l SIGNATURE SERIES 1----S-P-RU_N_G _W_0#_257_60_-tc: i 18' TT BAR ALUMINUM PURU 518'0>2 114' BOl T Ch'/ NUT & WASHERS & LOCI( WASHERS CD 5'110' PURUN • ELEVATION f>l'.0-(ERECTIONCOMJITl?N) 115/16' ALUMINUM --+'._::=-...µ--1--...J TT-SAR ED 5'x10' PURLIN -SECTION 6"=1'-0' CD 5'x10' TOP SPLICE· SECTION 3'=1'-0' EXTERIOR RETAINER CAP 3/8'0x1112' BOLTCtN NUT & WASHERS 5/8'0x3 112' BOt T CM' NUT & WASHERS & LOC~VYASHER TOP SPLICE ASSEMBtY 718' ALUM. PLATE. 1 EACHSIOE ALU"1.IBEAM 5' 2114' 5' 3 7/16' 5'x10' TT-BAR-SECTKJN 5',1'.Q' 5', 10' ALUM. BEAM SPLICE 1112' 2' 9' 6' 18' TT BAR ALUM.PURLIN CONNECTION ANGLE ALUNINUM TT-SAR 2' 7' '1-(J' ED 5'x10' BEAM SPLICE 3'=1'.Q' © 2' EXTERIOR RETAINER CAP 9' (]) 2' 11f.1' ED ,.,, 1/16' 5'x10' BEAM TOP SPLICE 3'=1'.Q' 1718' 5'110' PURLIN · ELEVATION 6'=1'.0-(FJW. CONOOlONJ SPLICE SEAL FLASHING OUTER 5/8'0x2 114' BOLTS CM' NUTS & WASHERS & LOCK WASHER 5'x10' ALU"1. BEAM SPLICE CD 5'x10' BEAM SPLICE-SECTION 3'=1'.0- 11' 5' ~--~I----.---. ARCHITECTURAL MEMBRANE 1r.!'lil POLY ROPE 5/16' S-x10' Al.UM. I BEAM CD 5'x10' BEAM· SECTION 6'•T-O' SIGNATURE SERIES C c( al en ...J ct:: c( u LL. 0 >-I-u MCI EASTEI.MAVENUI! SALT I..AKE CTY, UT"'1 'H-801.486.61;41 MXIDt.466.3327 ---- z 0.,, I-~ <1'. ;! o; b 01':! I C> ....J z co UJ ~ X a::~ a: UJ ~ b a::~ I ::>~ b -.:::r-I-0 oi ::> ii! 0::: < I-(,) Cl) PURLIN& SPLICE DETAILS [l,IJE S-2 SPRUNG WO# 25760 ----- =-=-=-=====-=-===--=-=-==i:JilP===========-=-~-=-=-=-=-=~ =~E CURVE -----::::-::::------ -----:><: ______ _ ...... ... ................ 40'-0' PARTIAL CABLE BRACING -ELEVATION 2 40'-0' PARTIAL CABLE BRACING -SECTION S-3 114'=1'-0" 518'0:<2114' BOLT C/W NUT & WASHERS & LOCK WASHERS CECLIP ffi ~~~LE CABLE BRACE -ELEVATION ffi 5'x 1 O' CABLE PLATE -PLAN Q) 5'x10' CABLE PLATE -ELEVATION 3'•1'-0' J'=1'-0' ALUM. PURLIN ffi ;~;LE CABLE BRACE-ELEVATION ffi DOUBLE CABLE BRACE SECTION :0 5"x10' DOUBLE CABLE PLATE -PLAN J"=l"-0' 5/8'0X2' (LONG SHANK) BOLT CNI NUT & WASHERS & LOCK WASHERS --~---------_____ o ______ _ -------------- ALUM. CABLE BRACE CLIP ED ED ;~~~E CABLE BRACE SECTION 5/8'0x21/4' BOLT CM' NUT & WASHERS & LOCK WASHERS, 3 Pi.ACES HERS & LOCK WASHERS CABLE BRACE BRACKET ELEVATION 3'=1'-0' 5/8'0x3112' BOLT C/W NUT & WASHERS & LOCK WASHERS 11 5'x10" DOUBLE CABLE PLATE-ELEVATION S-J 3'=1'-0' 511l'0x2 114' BOLT CM' NUT & WASHERS & LOCK WASHERS SPREADER CLIP FOR ADJACENT PANEL 8 • ii }; H S~runG ii ii STRUCTURES n 1--------------1•t TOU FREE: Hl00-52&-9899 =} (403) 601-2292 www.sptung.com j, d -♦canvons C <( m en ,_J 0:: <( 0 LL 0 > !::: 0 REV. 2 m.ucrutAL OOIKULJ!!G 940fASTEl..NIAVfNUE SALT LAIi(,£ CIT"/', UTAH Ptt.801."66.6848 FAX 801 . 466 . 3327 WD@ci,nyonsstr\Jctl.r.ll.com -.~g:,m b I b co X b I b ~ BY DESCRPTll" CABLE BRACE DETAILS ii if ,1 H H !! H ii i' ti i; II j;-!i 'i !i 1· ;I H .. if h ,: ., I' 11 • I u .. If 1! QA TE OAAWH SY i ~ semm? S-3 il SIGNATURE SERIES SPRUNG WO# 25760 if L----------------------------------------------------------------------------------------------------------------------~--------_,=• ALUM. PURUN C/W TT BAR 518'0><2' BO!. T C NUT & WASHERS & LOCK WASHERS. 2 PLACES 318'GUSSET 518'0X6' 80L T C/W NUT & WASHERS & LOCK WASHERS. 2 PLACES I I 31/2" I I w=J 3 FLAT END UPRIGHT BRACKET· SECTION S-4 PURUN 5'-4114" ALUM. ANTI-ROTATION PURI.IN CONNECTION ANGLE 518'0><2114' 80L T C/W NUT & WASHERS & LOCK WASHERS ALUM UPRIGHT FLASHING L3"><2''31l!' STEEL FL 318"x5"X7 112" 518'0X2" 80L T C/W NUT &WASHERS PURI.IN 1718' CD 12'-0" 12'-5' 12114' 318" 4'-51/2" 40'-0" LEFT FLAT END 40'.0' STRUCTURE PL 318'1<B'x7' STEEL 1 114"0 HOLE, 2 PLACES 5'x10' CORNER BASE PLATE-PLAN 3'•1'-0' S-4 SIMILAR ANTI ROTATION PURUN CLIPS REQUIRED ON FIA TEND ARCH 12·-0· 12'-5' 318' STEEL BASE TAB HIL Tl ADHESIVE ANCHOR: ANCHOR ROO 718'x10' HAS-S. 105 (ASTM F1554 GR.105) W/HIT-HY 200 EPOXY 3112" MIN. EMBED. 2/COLUMN BASE 5'-4114" 8' (0 s·x10· CORNER BASE PLATE -Sl:COON 3'•1'.0' • GUSSET v•· CONCRETE SIAS DESIGNED& CONSTRUCTED BY OTHERS 5'x10' ALUM. I BEAM UPRIGHT 10' ED FLAT END UPRIGHT BRACKET· ELEV. ;... 318'0x2' SQ. HEAD SOLT C/W NUT & WASHER, 2 PLACES 518'0x2' SOLT C/W NUT & WASHERS & LOCK WASHERS. 2 PLACES ALUM UPRIGHT FLASHING 518'0X3 314' SOLT C/W NUT & WASHERS & LOCK WASHERS. 2 PLACES PL 19 112"x6''31l!' STEEL s·x10· ALUM I BEAM (FIAT ENDARCH) 518'0><21/4' 80!. T C/W NUT & WASHERS & LOCK WASHERS STEELANT~ROTATKJN K.----.~ PURLIN CONNECTION ANGLE STEEL CORNER PURI.IN CONNECTION ANGLE ALUM. PURI.IN C/W TT BAR 6 5'x10' CORNER PURLIN CONNECTION S-4 3'•1'-0' SIGNATURE SERIES ~anvons C ~ u, ...J 0::: <( 0 LL 0 ~ 0 RF/. mLCIURALCOli<AA-fflG 940 EAST!U"IAVENVI!: s-.t.T l.Ak! CITY, llfAM PH.801.'IU.6&48 M.X 801. 466. 3327 ----- 0 I 0 co X 0 I 0 -.;:t" BY OE~ FLAT ENO DETAILS OAAWN8Y llriZYm O.B811ETT $-4 SPRUNG WO# 25760 CONTINUOUS CENTER PANELS (CONTINUOUS ACROSS STI UCTURE) WARP DIRECTION TYPICAL HORIZONT Al SEAMS TYPICAL ED MEMBRANE lAYOUT 1/8'•1'-0' , rs:- z Q --= 13 0:: i5 t;;: ~ LU ! ~ LU "' ~ :::, >--'-' LU t= I '-' 0:: <( \~ NOTES: OUTER MEMBRANE: HERCULITE EXCEL 1B C/V'I POLYURETHANE TOP COAT 1. MEMBRANE STRENGTH: WARP =325 pll FILL (WEFT) = 245 pll 2. PRESTRESS (COMPENSATION) WARP= 1.1% FILL (WEFT) = 0.5% 3. MEMBRANE. PYC COATED POL VESTER SCRIM WARP DIRECTION IS THE SPAN DIRECTION FOR THE FABRIC FOR THIS STRUCTURE. ALL HORIZONTAL SEAMS= 1 INCH ROPE CHASE IN EXTRUDED I BEAM TO FEED & RETAIN MEMBRANE (TYPICAL) 1f.!'0POLY ROPE S"x1O' ALUM. I BEAM OUTER MEMBRANE 11IB' HEM SEAM AT ROPED EDGE OF PANEL (TYPICAL) Q) 5'x10' BEAM SECTION-'-'E~RANE TOLL FREE: 1-800-526-9899 (403) 601-2292 www.sprung.com ARCttTECnJRAL MEMBRANE OUTEFC ~BRANE. HERCOUTE EXCEL IS ARCHITECTURAL MEMBRAHE W/POLYUREiHANE TOP COAT . ..-EETS ARE PROPAGATION CRITERtAOF. CALIFORNIA.STATE ARE MARSHAlL NFP"1701 ASTI.I-E-84 CAN,\Jl.C-S-109 CA""1.ILC-S-102 ~anyons C <( cc U) ..J 0::: <( (J LL 0 >-!:::: (J REV. "•1JC1UUL9?"?!rlaG MCI EAST aJ1 AVENUE SAlTlAKEOTI, UTAH PH.801. 486. 6M8 FAX 801 • 466 . 33Z7 lnloOca,yons~c,)ITI WWW~-Wf'l z 0., -w I-,_ <( ;! o; 0 0~ I 0 _J z co UJ ~ X 0::: ~ a: UJ~ 0 0::: ~ I 0 ::>~ """" 1-0 o! ::> ii! 0::: i3 I-Cl) SY OESCRP110N MEMBRANE DETAILS JRA.WNBY ~ 06'2Ylm O.BelNETT : S-5 ·• SIGNATURE SERIES SPRUNGW0#25760 !t L_ ___________________________________________________________________________________________________ :c..;_..:.,_..:.,__;.::,_.:_=.:..::.::.:...1-____ ..:.,_:.;__:.:____J Appen·dix C r.l=cs===c=AB=LE=B=RA=c=1N=G:;-l---------------------------------------------------------------------------------------------,::0E::s1=GN::'.c::R:=rr::ER::1A--------,----------,!, f'1' f'i\ CODES ANO STANDARDS ii_ 0 0 0 © ~ ® 0 0 -;;., ROLLING SERVICE OOOR ~ (1l-O"x14'-0"J MODIFIED MtMBRANE ~ FLAT END WAJ.LCNI UPRIGHTS .... RCLLING SERVICE OOOR (1l-O'x14'-0") s ;;., ~) \.V .,,. ...... ~ ,_, . ., .. , it'_ru,==••>« ~A-II 193.32' (62718" LEG} ·~· (1~7: (62718" LEG) I I I I I 11 I I l ~! I I I,. L-, =~.., r :: '"""" J' I I I I ,~ 111 ,I I I I CB CB I _J ( I I '" ~~ .. I __ J _____ -----.---;::::::=l::::=;------...... f-------l ~ I 'I : I: I I I I I I I I I I I I I I I I I I l w J \ I I 193.32' (62 718" LEG) L 194.19' {52318" LEG) 196.06' {30'LEG) LOWERED OPENING N 195.51_ -0 (36112"LEG) ~ MEMBRANE FLA TENO WALL CN'IUPRIGHTS 195.:lO' (39118" LEG) ® SINGLE PERSONNEL DOCR (!-O"xTsl') (NOHOOOJ CATEGORY CARGO DOCR LIGHTING VENTILATION VENTILATION NOTE: SEE ORAWlNG P21-010-R2 FOR SITE SLOPE CONDITIONS. ACCESSORIES TYPE SIZE COWi1ENT COUNT ROLLING SERVICE DOOR 1lsl'x 14·.q IIITERIOR MOUNT 2 HCOOUGHT LEO , ELECTRIC VENT 4200CFM 1 LOUVERED OPENING 1 h l i ® EXTERIOR VIEW .0 PERSONNEL DOORS CATEGORY I TYPE I HOOD 1110111 IBEAMI DOOR SIZE I C0""1ENT I SWING IC0UNT FLATEND I SPO I I I 1-0"xTs! I ISTANOARDI 1 ~i~&1;l:°t~FR(wi~NDARY-lESS SHAPE OF s ~STRr uucrunRGES i! .•. ;,:,= TliE SHELL COUPLED WITH THE SLIPPERY Cffl'IAS DOES NOT PERMIT SAFE ACCESS TO THE TOPSIDE, NOR CAA AfN REROOFING V'IORK BE 1----------i H UNDERTAKEN) TOLL FREE: 1-800-528-9899 ~! SNOW LOAD= 0 PSF (403) 601-2292 www.sprung.com H DEAD LOAD= SELF WEIGHT+ 22 PSF {FABRIC & ; 0 UTILITY) -= [! LATERALLOADS ::._=:~ro:=MJC ff SEISMIC 2ST1<t.C1\JREME""""'"""" H ~~~~~~~~~~TEGORY O =:~,:•,~=AL f: SITE CLASS O ""°""'ro,;_ 1_·, :.;:: ss =0.995 SFal __ =Ol.·2362 ~~~~:11'~ffi0f =,~; T'rESTR\.CT\JREs-w.L.BEl(H!O..EAf!. ~ Fv= 1.938 ~~ SDS=0.796 !=r=~~~SYSTEM E: 5D1 =0.468 ~...-.YT'fPEOfBUl..DNj IT~ a'? PQ\=O.435 l~TMTfOsalRE'IWITTHISSYSTEM }~ R=3 ==~=~ If IE= 1.0 f'RCC8S'MJ.RESt..\TNAPCSl'fw'E j~ 0o = 2.5 PRESSURE SEti3 WllT,IJ!£0. ~ ~ Cd=3.0 ~V.FN~Th'EPRE~E t: IP=1.50 ~rit~N~=~~~ .1: CS = 0.398 Will SE 0¥.WN tffO TIE STRUCTURE. : i STRUCTURE'S WEIGHT W• 11.471 KIPS ,; MOME:t~~Emn:r£~cif~ti::) ~~PS! H AND CABLE BRACED {LONG DIRECTION) DESIGN LOADS i; AIW.YSISPROCEOURE: EQU"ALENT et LATERAL FORCE LOCATION: CA"-56\IJ CA H LINEARVUSLTTA~lS,.,WlMNPOH BUILOINGCODE: ''°"'"'°"'""' H RISK CATEGORY: W WlND SPEED: 101 .,,.,s;cQJST i ! EJ<POSURECATEGORY:C RJSKCATEGORY • EXPOSURE: c ii GCPI = 10.18 GROUND SNOW LOAD: NA i ! ~--------------t ... (_sE_E_sNOW __ s_H_ED_R_E_PO_R_T)_----1 ii .. ; I H ~! ;: !i OPEN PLAN VIEW 0 COlORS ON TliESE ELEVATIONS IAAY VARY SIGNIFICANTl Y DEPENDING ON PRINTER OR MONITOR. PLEASE REFER TO MEMBRANE SAMPLES FOR ACTUAL COLORS. 1277.0 31111' = l's! 0 MEMBRANE FLATENDWAU CIWUPRIGHTS DAYLIGHT PANELS ELECTRIC VENT C/WOAMPER CB ELECTRIC VENT CIWDAMPER DAYLIGHT PANELS I 0 MEMBRANE FLA TENO WALL CW UPRIGHTS MEMBRANE ;:: FLATENDWAJ.L "' C/WUPRIGHTS DOCR TO BE SHIMMED LEVEL DURING INSTALLATION 0 5"x10' ALUM. IBEAM ® 17-5" 4(!.q @ RIGHT ELEVATION 1277.0 1/8" = l's! 0 ® ©.® 0 liiiiil lJ-9112" ®© ARCHITECTURAL MEMBRANE 5x10ALUM. IBEAM--~- 7 5x10 NON-INSULATED BEAM SECTION 1277,0 3", l's! 0 0 4-£fillY£[lj 9-WE8mA¥erue Salt lakr Oty, Utah &'1106 Phone: (801) ~ w (.) Cl) :z w z C> :z: w 0 0 a:::: I 1--C> 1-- 1--.._,.. <( a:::: (.) X I- <( ::, en :::c: a:::: C> UJ :z 1--a::: a:::: Cl) C> :z u.. <( .._,.. 0 m (.) ~ => .; ~ 2 ::::; ~ 0 ~ ~ REV. li&IIOOYt' !3Y OESCRIPiDN DWnt 8P REi'IS~SflOU)CATDI 3 ""'"" PO AOO ELECTRIC VENT & t1J ' '''"'" Oli REVISESPDLOCAT!Cfl imtlr.!I /rlS RE'YISE LfG STEHSIONS E-+---+-l-------1! 1-~-~-------1~ FLOOR PLAN & ~ I S-4l/2" I ll-5" •I• 4'-5" ! l?-5" ! S-4 l/2': I ELEVATIONS I : 4(!.q • . "'"' """"a,· ! {u REAR ELEVATION W12677_0 L11E6_F __ T1.:LEVATION SECTION 40'-0" NON-INSULATED STRUCTURE ~~277.0 ~..,,.. u '\1!!.!J} 11s-=rs1 ~ ~ l/8"•rs1 SIGNATURESERIES SPRUNG W0 #24540 ii L...---------------------------------------------------------------------------------------------------------------------..,__ ________ _, .. ® ~ ~ 0 ~ UNI CORNER t=1 ~ t=1 UNI CORNER ~ ~6 -~ UNI CORNER • _j c::==) ~o,f=1 UNI CORNER ~PROOF LOAD (LBS) c=}.._ ACTUAL INSTALLED LOADS {LBS) (FILLED IN BY INSTALLER) MANTA AAY ANCHORS MUST BE PROOF TESTED TO THE LOAD SPECIFIED ON THE PROJECT DRAWINGS WITH THE FORESIGHT l.1.:2 LOAD LOCKER OR AN ENGINEER APPROVED EQUIVALENT. INSTALLED PROOF LOADS MUST BE RECORDED ATTIME OF INSTALLATION. ACTUAL PROOF LOADS MAY BE BENEFICIAL TO THE CLIENT WHEN APPLYING FOR PERMITS. 0 ,ID.(]' ~'.(]' ~ 0 t=1 ~- _J @~~~ANCHOR LAYOUT BY SIGNING BELOW, I AM HEREBY VERIFYING THE EARTH ANCHORS HAVE BEEN PROOF TESTED TO THE PULL OUT VALUES REPRESENTED ON THIS DRAWING. PRINT NAME: COMPANY· SIGNATURE: DATE: 'If].(]' 0 ~ UN! CORNER ~ UNI CORNER HOODS & PERSONNEL DOORS TO BE ANCHORED WI 314'0 x1'-10' STEEL ANCHOR PINS, 2 PER COLUMN BASE. INSTALLED AT TIME OF ERECTION. G 0 2 1m.1 4 1277.1 NOTE. SOIL CAPACITY FOR EAATH ANCHORING METHOD TO BE REVIEWED & APPROVED BY LOCAL ENGINEER. 5/ll"xJ" SOLT CNI NUT & WASHERS, 4 PLACES ALUM BASE PLATE CNI INTERGRA TEO ANGLE ASPHAl TOR EQUIVALENT COMPACTED MATERIAL 314'0 :6'-0' STEEL ANCHOR PINS. 2 PER COLUMN BASE •. 5x10 BASE PLATE EARTH MR3-SECTION , •• 1'.(]' NOTE SOIL CAPACITY FOR EARTH ANCHORING METHOD TO BE REVIEWED & APPROVED BY LOCAL ENGINEER. 5/!f'-SJ&J TURNBUCKLE ALUM. BACKER PLATE 518'x3" SOLT CNI NUT & WASHERS, 4 PLACES 5"X10' ALUM. I BEAM STE a BASE PLATE CNI INTERGRA TED ANGLE ASPHALT OR EQUIVALENT COMPACTED MATERIAL CORNER B 5x10 BASE PLATE EARTH MR3-SECTION-CORNER UNI 1'• 1'-0' 3 1277.1 5 1277.1 314'0 xS-0' STEEL ANCHOR PINS, 2 PER COLUMN BASE ALUM. SPLIT BASE PLATECIW INTRGAATEDANGLE MANTA RAY MR3 EARTH ANCHOR. 1 PER COLUMN BASE 0 'Z :::: I 1'-0' 0 0 6" 0 5x10 BASE PLATE EARTH MR3 -PLAN 3" a 1'-0' 1'-0114' 31/'Z 5112" 0 0 :::: EDGE Of ARCH 1'-0' :.. CORNER B 5x10 CORNER BASE PLATE UNI MR3 -PLAN 3'. 1'-0' "' :... TOLL FREE: 1-800-528,.9899 (403) 601-2292 www.sprung.com GENERAL NOTES: 1. EARTH ANCHOR TO BE LOCATED PRIOR TO ERECTION. 2. SOIL CAPACITY AND SU1TABILITY FOR EARTH ANCHORS AND SOIL BEARING TO BE REVIEWED AND APPROVED BY A LOCAL GEOTECHNICAL ENGINEER. 3. ATTACHMENT Of THE MR3 EARTH ANCHORS TO THE SPRUNG ARCHES TO BE MAINTAINED IN A TAUT CONDITION THROUGHOUT THE LIFE OF THE STRUCTURE. t-£fil1)',QU~ ~ E Em Avet"J.Je Salt i.al<c Oty, Utah 84106 ,,.,..,,(801)"86-6&18 w en w w ct:: u z: I 1-- 1--u ct:: => <( ct:: :I:.,_ z: en ct:: z: <( 0 mu ~~. IOODOIYV SY DE-SCRIPTIOW 2 01/ISQt 9P REVISE SF'OLOCAllOfrl l D.rotm PO .liDOELECTRICVENT,L(J , ~1 DK RE'ilSESPOLOCATION 02iilr.t NS REVISE lEG E.\TENSIONS 1-t---t-t-------1, EARTH ANCHOR I LAYOUT tc,..=ltc~----=c,,,:=...,,=.~, --li '""'° O.><Kl<K 1l •: ,. SIGNATURE SERIES I--S-PR-U-NG_W_0_#2-45-40---IH R20-1277.1 2 PANELS@ 20'-0' = 40'-0' 1193.3211 11%.00'I l11%00'I ~-------------------====------1-------------....;. -------_:::-::::::_ ---------------------------------------------------------------- 1195.32/ 1193.32111---------------11-----+--------- -------------_.::::--:::::::_ ------------------:::-::::::_ ----- ---------------=~::--------~---~------------------------------ /193321 EB PLANVIEW 1 3/16'c1'-0' ~~ ~ ~ "f "' ~ ,-' X w " ':'l ~ ~ .,. 1194.19'1 5'x 10" ALUM. I BEAM ~ ;! 12·-0· 40'-0' SECTION 40'-0' STRUCTURE 318',1'-0' S-2 ------------- AOOITIONAL PURLIN @ HEMISPHERICAL ENDS ONLY 2· s· DRILL & TAP FOR 1/2' BOLT 1' CD 5'x10' BEAM BASE PLATE· Pl.AN 6"=1'-0' s· S/8"0x21/2" BOLT cm NUT & WASHERS & LOCK WASHERS 2112· -------------------NOTE: SOIL CAPACITY FOR EARTH ANCHORING METHOD TO BE REVIEWED AND APPROVED BY LOCAL ENGINEER. ASPHALT OR EQUIVALENT COMPACTED MATERIAL 3=iB"CABLE -O tMNTA RAY MR3 EARTH 314'0 x 5'-0' STER ANCHOR PIN 2 PER COLUIINBASE -· , ,·_ ANCHOR 1 PER COLUMN BASE ➔G\__,5:...._;t--=-5'.::..x1:.:.0'-=EA:.::R.:..:.T:.;.;H Ac.::.N:.::cC:.:;HO:..cRc::cD.=.ETc..:A:.::.IL _______ ~ ~ 11/2'=1'-0' ~ 112" w ~as a: ::, =>o Cl w Cl v, UJ z !!2 Cl oH; ~ ~~ UJ 5'x10' BEAM BASE PLATE PINNED -SECTION 6'=1'-0' SIGNATURE SERIES t, H ii -! I! r .I fl STRUCTURES h TOU FREE: 1-800-528-9899 (403) 601-2292 www.sprung.com BIADING MA TERIAL.S· STRUCTtlRALBCX.TS: AU. STRLCTUW. ea. TS SHAU. BE SAE GRA0e 8 Z1iClllCtflOIMTE PlATEO, W!Tl< f1.F;t t3 bi. 80.. TS ARE ASTM A32S CCM'I.JAHT. All STRl.CTI.RAL 60LTS SK,\.l.1 BE TIGHTENED TO A SM.JG TG-f'T C0N00DN; LE.AU.F\.ESSKAU8E8ROVC?,ttTINTO Fl™ CONTA.cTYYffii A. FEW LI/PACTS Of AN MPACT WRENCH MM FW. EFFORT OF A .w-4 WfTH A SPUO WRENCH. ANOIOR80l1'S· ~ StW..1. NOT EE CASHN•f'\.AOC 11-E DEVELOPMENT Of THE POST-INSTAU.fDANCHORS INTO TI-E CXN:RETE F<X.HJA TUI IS THE RESPONSiBUTY OF THE OMER OR nE CM'NER'S REGISTEREO FOlJNOA n:>N ENGNEER STEEL XXJWCSA.G&Oli,FY:441($1, All STEEL Ill CONTACT WITTiALUMINtM SHALL BEI-OTOFGAlVAHZEO. OESIGNANO FABRX'.ATDI CF STRUCTUfW. STEEL SHAU. BE .NCCNFOUWO:WIDi AISC 360-16& ASTM"5'2GRAIJE42CCW.Pl.lA.NT. STEEL WRE ROPE:6;'11:19--IWRC, 2f.i,600LBS Mt'IMULlBRf..'J<JN3STRENGTI-i. 'l ~, i · d ~! 'I h h •I H H ii If I, n ,r I~ Ii fi .1 H ii f J Ii d ., 'I !1 ~~TES H STROCMAl.80l1'S..,.,l'OST...STAU£0 ,Ii ANCHOAS l'fl<lCH "'y REO<.ff SPECIAL h ~~ l.Kl:R 11-tE at.ll.DN3 cc«.. .I 1 =~~~,: H RESPONSIBl.JT'(OfllECM'NEA~nE ii REGISTEREIJDESKlN PROfESSION'I. N l!J RESPONSla.E CtWlGE ACfflGAS lHE ov.>ER'SAOOIT. 1--------------t!! DESIGN LOADS STRUCTURE LOCA OOH l!UUIINGCODE. ~~.CA l!CaJ16QC:a;"oli WflO SPEED' ur, "'1'f) SEC GUST R!SKCA.TEGCRY· N E.XPOS,i.R£ GROM)St'O'(LOO AA (SEE~<JWSl£DRero<l) w c.., ~:1:11. "' z w ... U)_ < ... Wz c:> z~ WO I 0~ ~-C> -z I I--.::t' I-::, I-(.) <{ 1 ~:::, X I-~ <C ~ C/) fr :I: I-C> w~ I 0:: ~ z U) C> -.::t' -Cl ~z LL ;:i <o "' ...J a:: CCo < (.) REV.lhMW'fY BY OESCRIPTlCN 2 SECTION & BASE DETAILS i:,..TE. ORA'Mt6Y (!!11l'Jl21 O.eetEIT S-1 SPRUNG WO# 24540 ; ; i ; ! ! ! • I 518'0x4 1/2' BOLT 18'TTBAR 518'0x2 1/4' BOLT CIVI NUT & WASHERS & LOCK WASHERS ALUM. PURLIN :::::------.... CONNECTION ANGLE \ 518'0X2' (LONG SHANK) BOLT CIVI NUT & WASHERS & LOCK WASHERS 21/4" 5' 5'x10' PURLIN -ELEVATION 6'01'-0' (ERECTION CONDITION) 3 718' 5'x10' PURLIN -SECTION 6'=1'-0' EXTERIOR RETAINER CAP 3/8'0<11/2" BOLT CIW NUT &WASHERS 5/8'0x3 112" BOLT CIW NUT & WASHERS & LOCK WASHER TOP SPLICE ASSEMBLY 718" ALUM. PLATE, 1 EACH SIDE @ 5'x10' TOP SPLICE -SECTION 3'=1'-0' --ALUM. I BEAM 5' 1 5/8' 518'0"2 1/4' BOLT C/VI NUT & WASHERS & LOCK WASHERS lo ;ii q 4• 3 7/16" 5'x 1 o· TT -BAR -SECTION 2· 6'•1'-0' 5"x10' ALUM. BEAM SPLICE Q 2' \ 9• 6' 18"TTBAR ALUM. PURLIN CONNECTION ANGLE ALUMINUM TT 2· 7' 3'-0' EB 5'x10' BEAM SPLICE 3'=1'-0' ALUM. PURLIN CN'ITTBAR T 9' © 2" 2' 1'-11" 5'x10' BEAM TOP SPLICE 3•,r-0· 5'x10' PURLIN -ELEVATION 6'•1'-0' (FINAL CONOtTKIN) 1718' TOP SPLICE WI PEAK ROLLER 7 /8" ALUM. PLATE 1 EACH SIDE SPLICE SEAL FLASHING OUTER 5/8"0x2 1/4' BOLTS CIW NUTS & WASHERS & LOCK WASHER 5'x10" ALUM. BEAM SPLICE @ 5'x10' BEAM SPLICE· SECTION 3'01'-0' 5" 112"0POLY ROPE 5",10' ALUM. I BEAM 11' 5'x 10' BEAM SECTION s· ARCHITECTURAL CAP ARCHITECTURAL MEMBRANE SIGNATURE SERIES TOLL FREE: 1-800-528-9899 (403) 601-2292 www.sprung.com •~XQJ1§ 940 E Elm Avenue Sall lake City, utah 64106 PhOne: (801) 486-6848 w (.) Cl)~ Wz WO 0::: -I I-I-(.) 0::: :::, <a:= :::c 1-z Cl) 0::: z <o aJ (.) c:, I c:, ""1" X c:, I c:, ""1" (/) UJ E z~ 0~ -z I-:::, <( 1 I-~ C/) ~ LlJ ~ 0:: u_ _c u. ;;i ~ a: <( u PURLIN & SPLICE DETAILS DATE WBY S-2 SPRUNG WO# 24540 ------ ---- --------===•--c=====------------------- 40'-0' PARTIAL CABLE BRACING· ELEVATION V4":l'-O" 5/8"0X2114" BOLT CNv NUT & WASHERS & LOCK WASHERS @ ~~CABLEBRACE-ELEVATION 518"0,3 1/2" BOLT CM' NUT & WASHERS & LOCK WASHERS 5'x10' DOUBLE CABLE PLATE-ELEVATION 3'=1'-0' 1-, !-. ALUM PURUN ffi ' II ' " II " " " " 5/8"0X2" SOLT CNv NUT & WASHERS & LOCK WASHERS, 2 PLACES : i ALUM CABLE BRACE / " ANTI-ROTATION PURUN ~ :: _ ~ECTIONANGlE 5"x10"ALUM I BEAM ANT~OTA TION CABLE BRACE-ELEVATION @ ::LE CABLE BRACE SECTION (0 5"x 10• ALUM I BEAM (FLAT END ARCH) 5/8"0x2 1/4" BOLT CN'I NUT & WASHERS & LOCK WASHERS ALUM CABLE BRACE ANTI-ROTATION PURLJN CONNECTION ANGLE 5• ANT~ROTATION CABLE BRACE-SECTION 518"0X2 114" BOLT C!W NUT & WASHERS & LOCK WASHERS, 3 PLACES CABLE BRACE BRACKET ELEVATION ERS&LOCK WASHERS S/8'0x21/4' BOLT CM' NUT & WASHERS & LOCK WASHERS, 3 PLACES ANT~ROTATION CABLE BRACE-SECTION 5'x10' DOUBLE CABLE Pl.ATE-PLAN 3"=f-O" SIGNATURE SERIES s~rnT~R~ TOLL FREE: 1-800-528-9899 (403> 601-2292 www.spruog.com [~t1}~ ot/30/U. • .. ,..,,, •~YQ!l§ 940 E EmAve:ntM!: Sak take Qty, utah ~106 Phone: (801) 186-68411 w () "' (I) ~ ~ ~ Wz C> z~ WO I 0 ~ Q:_ C> -z I I--.::t" f-::, I-() <{ ~ Q: ::> >< f-~ < a:: en~ C> w'ii! :c I-I z (I) C> n::: °. -..:::t" -C Q: z LL :; <o '.'l c,: cc () c[ 0 CABLE BRACE DETAILS (»,TE CRAw.iBl S-3 SPRUNG WO# 24540 11 .. ~~ n !I ii ii h •t ~. n ~· lit I· rl h •I H !! i ! 1! Ji 1~ 1W Ji ti !I ;; 1· !I 11 1l ;I JI .~ ., ,. II •• • I l. H f· ,! ALUM. PURLIN CIW TT BAR 518"0x2" BOLT C NUT & WASHERS & LOCK WASHERS, 2 PLACES 318' GUSSET 5/8"0X6' SOLT crw NUT & WASHERS & LOCK WASHERS, 2 PLACES ~ ~ -1 I I 4• I I ~ .. :i: CD FLAT END UPRIGHT BRACKET -SECTION PURLIN PURLIN ALUM. UPRIGHT FLASHING 12·-0· ANTI ROTATION PURLIN CLIPS REQUIRED ON FLA TEND ARCH 12·-0· 5'-4114" ----l----------------'----'-~-------=---=-----------1--~1~ 12'-5" 4'-5112" 12'-5" 5'-4114" . 40·-0· ALUM. ANTI-ROTATION PURLIN CONNECTION ANGLE 5/8"0>2114' BOLT C/W NUT & WASHERS & LOCK WASHERS ' .. ALUM UPRIGHT FLASHING L 3"x2'x3/8' STEEL FL 3/8"x5"X7 112" 5/8"0X2" BOLT C/W NUT &WASHERS 2' CD ED 12" o· LEFT FLAT END 40'--0" STRUCTURE 318",r-0· 6' 1 114'0 HOLE, 2 PLACES -----... __ _ 318' GUSSET :.. PL 3/8'x8"x7" STEEL 5'x10' CABLE CORNER BASE PLATE-PLAN 3•,r-0· 318' STEEL BASE TAB 8' ~ll,_iffiffli771 518" STEEL PLATE 314'0 x 5'-0' STEEL ANCHO PER COLUMN BASE LJ'-0 I '-:: y;', 'A ASPHALT OR SIMILAR 1/ , / / COMPACTED MATER}AL ~ >% I // '-, "'.('~ , @ s·x10· CORNER BASE PLATE-SECTION 3"1'-0' 11116"0 SLOTTED HOLE ALUM UPRIGHT FLASHING I '--'--5· -U-I----' 1 I ,____ ___ 10'-·--'----.JU---'J \ 5/8"0X3 314• BOLT crw NUT & 5"x10" ALUM. I BEAM UPRIGHT I I \__ WASHERS & LOCK WASHERS, 2 PLACES PL 191/Tx6"x318" STEEL " " " " " ,,, ,., ___ ..L.__J 'I-~~-- FLAT END UPRIGHT BRACKET -ELEV. 3•,r-0· 3/8"0x2" SQ. HEAD BOLT crw NUT & WASHER, 2 PLACES 518"0x2" BOLT C/W NUT & WASHERS & LOCK WASHERS, 2PLACES 5'x10' ALUM I BEAM (FLAT END ARCH) 518"0x2114' BOLT C/W NUT & WASHERS & LOCK WASHERS STEEL ANTI-ROTATION V-!"1.----,-....L PURLIN CONNECTION ANGLE STEEL CORNER PURLIN CONNECTION ANGLE ALUM. PURLIN CNI TT BAR @ s·x 10' CORNER PURLIN CONNECTION SIGNATURE SERIES 0./l0/2.l o ,ww, f ♦£fillYQD,§ 940 E Em Avenue: Salt lake City, Utah 84106 PhOne: (801) '486-6848 wO en~ Wz WO 0::: -I .... .... (.) 0::: :::::> <( 0::: ::c .... z Cl) O:::z <o al (.) ., w 3 z~ 0~ -z I-:::, <( s I-~ C/) 12 w~ 0:: u_ _c LL ~ ., ..J ~ u FLAT END DETAILS Cl<TE 0,,02011 O.EetETT S-4 SPRUNG WO# 24540 ~ ~ ...: '• 1.5 " ~ :i: ~ 1195.14"11 5'-10" ALUM UPRIGHT FLASHING PURLIN PURLIN DOOR TO BE SHIMMED LEVEL DURING INSTALLATION PURLIN ANTI ROTATION PURLIN CLIPS REQUIRED ON FLAT END ARCH LOWER TOBE SHIMMED LEVEL DURING INSTALLATION ,:_ l...---=':---1..--11!e.,eelf. ~ :·;n: •• ':i ~:_u__~__L__-~__JJ_~,I~ :195.30'1 I 195.32'1 I 13'-9 112" . 12'-5" . 13'-9 112" 40'--0' CD RIGHT FLAT END 40'-0' STRUCTURE 318'=1'-0' CONTINUOUS CENTER PANELS (CONTINUOUS ACROSS STRUCTURE) ~ ' -----~--- WARP DIRECTION TYPICAL -- - ---- HORIZONTAL SEAMS TYPIC.iil"""---- - ROPE CHASE IN EXTRUDED I BEAM TO FEED & RETAIN MEMBRANE (TYPICAL) 112'0 POLY ROPE 5'>10' ALUM I BEAM ffi --,-. MEMBRANE lA YOUT 3116'=1'-0' OUTER MEMBRANE 11/8' HEM SEAM AT ROPED EDGE OF PANEL (TYPICAL) ffi S'x10' BEAM SECTION· MEMBRANE 3'=1'-0' - /' - z ~ u UJ "' .a t;: w s: ~ "' ... ~ w ::i; I u ~ :c u ~ ,______ .. ,i,, NOTES: OUTER !IEMBRANE: HERCULITE EXCEL 18 C/'N POL YURETHANETOP COAT 1. MEMBRANE STRENGTH: WARP= 325pl Fill (WEFT)= 245 pi 2. PRESTRESS (COMPENSATION) WARP= 1.1% FILL (WEFT)= 0.5% 3. MEMBRANE • PVC COATED POL VESTER SCRIM WARP DIRECTION IS THE SPAN DIRECTION FOR THE FABRIC FOR THIS STRUCTURE. All HORIZONTAL SEAMS= 1 INCH SIGNATURE SERIES 11 ~~ u s~rnn~ ll ,__ ________ __,,. TOLL FREE: 1-ao<).528-9899 j j (403) 601-2292 www.sprung.com 5: ARCHITECTURAL -E ~ I OUTER MEMSRANE i I HERCWTEEXCEL13AACHITl'CTURAI. H ~~:r:~y=~ 11 CRJTER!i\OF I; CALIFORNIA.STATE FIRE WIRSHAI..L i I NFPA701 ,r =~1CS !~ CNWLC-S-102 [i ,f t.., Of/30/2.l ID'1~1 ~ •~XQll§ 940 E Ekn Avenue Salt Lali:e City, utah 84106 Phone: (801) 486-6848 w (.) "' w (/)~ ~ ... Wz C) z~ WO I 0~ 0:: -C) -z I I-""-I"" I-::, I-(.) <( :$ 0:: :::, X I-~ c:( 0:: C/) ~ C) w ;i ::c I-I Zu, C) o::::~ ""-I"" -0 0:: z LL ~ c:( 0 "' .J "' mo c,: u .WM/OO'N SY DcSCRIP'TICW MEMBRANE DETAILS 01/1,W, 0.BElfETT S-5 SPRUNG WO# 24540 ·1' u •' I~ I! f· ii !I ii ! I al • I il l1 i= • I H H !i I. If ,! CARLSBAD TEMPORARY FIRE STAT ION #7 ZONING/PLANNING INFORMATION OWNER: Cabrillo Power Project Address· 4600 Ca~sbad Blvd, CA 92008 Assessors Parcel No.: 2100104700 Parcel Boondary: CARLSBAD AQUA FARM INC. Zoning: P-U/OS General Plan: P/OSNC/OS Flood Zone: A Existing Use: B and S-2 Proposed Use: R-2 and S-2 Building Footage: FIRE HOUSING MODULE ONE = 1,769 SQ FT FIRE HOUSING MODULE TWO= 1,231SQ FT FIRE EQUIPMENT MODULE -SPRUNG STRUCTURE = 3,200 SQ FT Total Structure: 6,200 s.f. Water District CMWO Sewer District: CBD School District CA In Redevelopment Zone: Yes In Fire Zone: Yes % of Site to be Landscape: Unchanged Parking: Req: 0.45 Parking Space Per Every Bed (0.45 x 7 = 3.15) = 3 Spaces Accessible Spaces = 1 Space Provided: 10 Spaces Summary: To Be Added: Required Public: 3 Spaces + 1 Accessible Required Private: 10 Spaces Total Provided: 14 Spaces (>3 Required= OK) including 2 accessible (>1 Required= OK) EV Parking Provided: 3 Spaces Required Setbacks & Development Standards: 21.36.030 Precise development plan. PL NO No building permit or other entitlement for any use in the P-U zone shaft be issued until a precise development plan has been approved for the property. The precise development plan may include provisions for any accessory use necessary to conduct any permitted use. (Ord. 9441 § 1, 1975; Ord. 9268 § 1, 1971; Ord. 9060 § 1392) DEVELOPMENT STAN0ARDS ZONE PERMITTED USES U>Tlri'i'NMJ I ~•YAAOS~J BIA.Dl'IG <--murul -I -~ ,.,. I ""' ·-,.., =·:::e. ·-· I I ...... _ la&"~~ .._......,..,,.....,.......,.._.,.__.. ... lOWlll~O...a1.-... "'-~"' - PROJECT DI RECTORY OWNER Cabrillo Power LLC 804 Carnegie CTR Pnneeton. NJ 08540 PHONE XXX.X CONTA.CT: XX.XX CONTACT ARCHITECT JCOOO( FERGUSON PAPE BALDWIN ARCHITECTS 4499 RUFFIN ROAD, SUITE 300 SAN DIEGO, CA 9'2123 PHONE: 619-231-0751 CONTACT• Amanda Schuttl CONTACT Owen Starkey APPLICANT CITY OF CARLSBAD ◄600 Cal1sbad Blvd Carl&bad, CA 9200a PHONE; 750-434.2856 CONTACT. John Maashoff CONTACT. CONSTRUCTION MANAGER SCNIEDERCM 7459 Circulo Sequcna, La Costa Ave Catlsbaci, CA 92C09 PHONE· 760-717~ CONTACT: Robert Poley CONTACT· MODULAR SUPPLIER PACIFIC HOMES 1~ 6entAve aschultz@fpbarch.com 0Slar1i:.ey@tpbarch.com JoM.Maashoff@cartwadca.gov robert.poley@schneidermi.na I ~:CU~ENT SPRUNG STRUCTURES @ pro,.ct,,., \ \ VICINITY MAP ! \ I 1 ./ ' . ! BUILDING INFORMATION SHEET INDEX OCCUPANCY R-2 & S-2 TYPE OF CONSTRUCTION: V-B PROPOSED BUILDING HEIGHT TEMP FIRE HOUSING MODULE ONE TEMP FIRE HOUSING MODULE TWO TEMP FIRE APPARATUS MODULE PROPOSED R-2 BUILDING AREA: TEMP FIRE HOUSING MODULE ONE TEMP FIRE HOUSING MODULE TWO TOTAL R-2 AREA PROPOSED S-2 BUILDING AREA: TEMP FIRE APPARATUS TOTAL PROPOSED TEMPORARY BUILDING AREA !PROPOSED PROJECT GROSS FLOOR\: CODE INFORMATION PARTIAL UST OF APPLICABLE CODES 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 CALIFORNIA MECHANICAL CODE (CMC) 2019 CALIFORNIA PLUMBING CODE (CPC) 2019 CALIFORNIA ENERGY CODE = 13'-2" = 13'-2" = 26'-7" = 1769 SQ FT = 1231 SQ FT = 3,000 SQ FT = 3,200 SQ FT = 6,200SQ FT SHEET NUMBER OO-OENERAL CS100 GNOOO GN001 SHEET NAME TITLE SHEET GENERAL NOTES GENERAL NOTES GN101 ACCESSIBILITY REQUIREMENTS GNlOZ ACCESSIBILITY REQUIREMENTS GN103 ACCESSIBILITY REOUIREM£NTS 01-EXITlNG AXHlO EXJT PLAN 0'2-CML COOi nTLESHEET C002 OEMOUTtoN PLANS C003 GRADING & UTILfT'V PLAN C004 DETAILS SHEET coos DETAILS SHEET 04-ARCHITECTURAL A100 SITE PLAN A101 ENLARGED SITE PLAN A201 TEM. FIREAPPARATIJS HOUSING Al:>1 ENLARGED RAMP ANO STAIRS OS-STRUCTUAA.L S001 GENERAL NOTES S100 PARTIAL FOUNDATION PLAN AND DETAIL OS-SPRUNG STRUCTURE R21-1426 SPRUNG STRUCTURE 09-E.LECTRICAL E100 NOTE SHEET €200 ELECTRICAL. SITE UTILITY PLAN E300 E400 SINGLE LINE OIAGRAM OETA!L SHEET t "il Eo: :ll!:f!:e1REYI EW UCTION ZONING MAP FERGUSO N PAPE BAL DW I N ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com ",:,,s t3 UILT" r T ~====~===~M~IN~O~R~CONt~om~o~~~~u~sE=PE=R=Ml=T====~~==•f•·===t===""i,~~'~'=~~~====~==~ ;:I =·c-=:=--=--'1 =C=]T::::::::\:::-::::::O::::F:::::C:::::A=R=L=S=B=t=\=D='-~l ===!I SUBMITTAL ,,. n,,:;11 EEt-1 J~ :-t.t-T\':: ~ 2 DESIGN OEVLOPMENT OJ/1112022 PLAN CHECK SUBMITTAL 05/0&'2022 l\!PRO'vL.\lLJ\ I f'L • ..\f\;:, J OR Temporary Fil'e Station 7 TITLE SHEET City of Carlsbad 4600 Corlsb;d Blvd, Car1sb;d, CA 92008 ~.-.-'_:_Jc_:,_· •_c•'.::-~ I~--'~ : ~==I I . r·' , .• i•-: CS100 g i;l ABBREVIATIONS ~ A.B ANCHOR BOLT I A.C. ASPHAL TIC CONCRETE A/C AIR..CONOITTONING a: ACCES. ACCESSORIES " ACOUS. ACOUSTIC OR ~ ACOUSTICAL A.O. AREA DRAIN ADD. ADDENDUM !i ADJ. ADJUSTABLE it: ALT. ALTERNATE ~ ALUM. ALUMINUM ANCH. ANCHOR A.P. ACCESS PANEL ~ APPROX. APPROXIMATELY FLUOR. FLUORESCENT F.O.B. FACE OF BEAM F.O.C. FACE OF CONCRETE F.O.F. FACE OF ANISH F.O.M. FACE OF MASONRY f.0.S. FACE OF STUD FP. FIREPROOF FPl. FIREPLACE F.S. FULL SIZE FT. FOOT OR F'E.ET FTG. FOOTING FURR. FURRING ~ ARCH. ARCHITECTURAL OR " ARCHITECT t: ASPH. ASPHALT '"' ~ AUTO. AUTOMATIC GA. GAGE GAL. GALLON GALV. GALVANIZED ~ BA. BATH BET. BETWEEN BD. BOARD ~ SITUM. BITUMINOUS " BITUM. BITUMINOUS 8 B.F. BOTTOM OF FOOTING ~ BLK. BLOCK OR BLOCt<ING BLKT. BLANKET Iii BLW. BELOW BM. BEAM G.B. GRAB BAR GEN. GENERAL G.I. GALVANIZED IRON GL GLASS GLB. GLUE LAMINA TED BEAM GND. GROUND G.P.M. GALLONS PER MINUTE GR. GRADE GYP. GYPSUM GYP.BO. GYPSUM BOARD ~ S.M. BENCH MARK ~ B.N. BOUNDARY NAILING H.B. HOSE BIBB ! BRCG. BRACING BRDG. BRIDGING H.C. HOLLOW CORE HOC. HAND~ w BRG. BEARING :,, BSMT. BASEMENT I 8.T.U. BRITISH THERMAL UNIT BTWN. SElWEEN ~ B.U. BUILT-UP ~ CAB. CABINET j CAP. CAPACITY CAULK. CAULKING C.8. CATCH BASIN I CEM. CEMENT CFM. CUBIC Fl. PER MINUTE C.I. CAST IRON HRO. HEADER HDWD HARDWOOD HDWR. tiARDWAAE H.M. HOLLOW METAL. HORIZ. HORlZONTAL H.P. HORSEPOWER HR. HOUR HT. HEIGHT HTG. HEATING H.W. HOT WATER H.W.R. HAT WATER RETURN H.W.S. HOT WATER SUPPLY ~ CIRC. CIRCULAR ~ C.J. CONTROL JOINT CL CENTERLINE ~ CLG. CEILING CLO. CLOSET i CLR. CLEAR CMU CONCRETE MASONRY UNIT ~ CNTR. COUNTER c.o. CLEANOUT ~ COL COLUMN ~ COM6. COMBINED/COMBINATION COMP. COMPOSITEJCOMPOSITION I CONC. CONCRETE CONC.BLK. CONCRETE BLOCK CON0. CONDITION ~ CONN, CONNECTION CONST. CONSTRUCTION I.D. INSIDE DltlMETER IN. INCH INCL. INCLUDEnNCLUDED INSUL. INSULATION INT. INTERtoR J.B. JUNCTION BOX JCT. JUNCTION JST. JOIST JT. JOINT KIT. ITTCHEN K.0. KNOCK-OUT K.P. KICK PLATE i CONST.JT CONSTRUCTION JOINT CONT. CONTINUOUS ~ CORR, CORRIDOR ~ CRIP. CRIPPLE C.T. CERAMIC TILE i CTR. CENTER CTRWK. COUNTERV'IORK ! CTSK. COUNTERSUNK CU. YD. CUBIC YARD c.w. COLDWATER ~ C.W.R COLD WATER RETURN ~ c.w.s. COLD WATER SUPPLY Ii: CYL. CYLINDER ~ DBL. DOUBLE I DEPT. DEPARTMENT DET. OETAJL ffi D.F. DOUGLAS FtR ' °'"· DIAMETER 5 DIAG. DIAGONAL OR DIAGRAM i DIM. DiMENSIONS OISP. DISPENSER OR DISPOSER ~ D.H. DOUBLE HUNG 0 O.L DEAD LOAD ~ ON. DOWN ~ DO DRYWALL OPENING £ OP. DEEP DR. DOOR j D.S. DOWNSPOUT o.w. DISHWASHER i DWG. ORA'MNG DWR. DRAWER ~ E. EAST LAB. LABORATORY LAD. LADDER LAM. lAMINATE LAY. LAVATORY LBS. POUNDS UN. LINEAR/UNEAL LKR. LOCKER L L. LIVE LOAD L.l.H. LONG LEG HORlZONTAL LL.V, LONG LEG VERTICAL LMBR. LUM9ER LR. LNING ROOM LT. LIGHT LUM. LUMINOUS LVR. LOUVER MAS. MASONRY MATL MATERIAL MAX. MAXIMUM M.B. MACHINE SOLT MBR. MEMBER M.C. MEDK:INE CABINET MECH. MECHANtcAL MEMS. MEMBRANE MRF. MANUFACTURER M.H. MANHOLO MIN. MINIMUM MIR. MIRROR M.L MICR~ MISC. MISCELLANEOUS M.O. MASONRY OPENING MOD. MODULAR MTO. MOUNTED MTL METAL MULL. MULLION . E.0.0. EDGE OF DECK ~ E.O.S. EDGE OF SLAB EA. EACH ~ EL ELEVATION {VERTICAl) ELEC. ELECTRICAL z ELEV. ELEVATK)N OR ELEVATOR ~ EMER. EMERGENCY i ENCL ENCLOSURE ENG. ENGINEER ~ EQ. EQUAL EQUIP, EQUIPMENT g EST. ESTIMATE ~ ETC. ETCETERA E.W. EACH WAY EXH. EXHAUST ~ EXJST. EXISTING t: EXl(E) EXISTING ~ EX?. EXPOSED EJ EXPANSION JOINT ~ EXPAN. EXPANSION 0 EXT. EXTERIOR MULT. MULTIPLE N. NORTH NAT. NATURAL NJ.C. NOT IN CONTRACT NO.OR f NUMBER NOM. NOMINAl. N.T.S. NOTTO SCALE OA. OVERALL OBSC. OBSCURE o.c, ON CENTER 0.0. OUTSIDE DIAMETER OFF. OFF1CE C.H. OVERHEAD OPNG. OPENING OPP. OPPOSITE oz. OUNCE i PAR. PARAUEL ~ FA. FIREA1ARM r FA.U FORCED AIR UNIT ~ F.B.O. FURNISHED av OTHERS F.D. FLOOR DRAIN i FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER PART.BO. PARTICLE BOARD PARTN. PARTITKlN P.a. PUSH BUTTON P.C.F. POUNDS PER CUBIC FOOT PERP. PERPENDICULAR PL. PLATE P.L PROPERTY UNE I CABINET F.F. FINISH FLOOR F.G FUEL GAS i F.H.C. FIRE rtOSE CABINET F.H.W,S. FLAT HEAD WOOD SCREW FIN. FINISH/FINISHED 0 Fl>< FIXED i ~ FIXT. FIXTURE FL. FLUSH ~ FLASH. FLASHING ~ FLR. FLOOR PLAM. PlASTtc lAMINATE PLAST. PLA.STER PLAT. PLATFORM PLCS. PtACES P.L.F. POUNDS PER LINEAi.. FOOT PLUMB. PLUMWNG PL'tWO. PLYWOOD PNL. PANEL PR. PAIR PRCST. PRECAST PREFAB. PREFABRICATED I PREP. PROP. PSF. PSI PT. P.T.O.F. P.V.C_ PWDR. QT. QTR. R. RAD. RAO. RAFT. RAG, RBR RO. R.O. RECPT REF. REFRIG. REG. REINF. REJNF. CON. REOD. RES, RESIL RET. REY. R.F. R.H.M.S. RM. R.O. RWO. s. S.B. SC. s.c. SCHEO. s.o. S.0.F.D. SEC. SECT. SEIS. SEL $4$ SH. S.H. SHT. SHTG. SHWR. SIM. SKYLT. SL.DR. SL WOW. S.M.S. S&P SPEC. SQ. SO. FT. SQ.IN. S.S. STA. STD. STL. STOR. STRUCT. S2S SUPP. SUSP. SYM. T. T.B. T&B T.C. TELE. TEWIP. T&G THK. THRES. T.J.1. T.O.C. T.O.P. T.O.W. T.V . TYP. U.B.C. U.L. UNF. U.N.O. UR. VAT. V.B. VENT. VERT. VEST. VOL. V.T.R. w. WI W.C. WO. WOW. W.H. W.1. W/0 VII.P. W.P.J w.s. WSCT. WT W.W.F. YD. PREPARATK>N PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PRESSURE ffiEATED DOUGLAS FIR POLYVINYL CHLORIDE POWDER QUARRY TILE QUARTER RISER RADIUS RETURN AIR DUCT RAFTER RETURN AIR GRILL RUBBER ROUND ROOF DRA!N RECEPTACLE REFERENCE REFRIGERATOR REGULATION REINFORCED REINFORCED CONCRETE REQUIRED RESAWN RESILIENT RETURN REVtS!ONSIREVERSE RESILIENT FLOORING ROUND HEAD METAL SCREW ROOM ROUGH OPENING REDWOOD SOUTH SPLASH BLOCK SCALE SOUC CORE SCHEDULE SMOKE DETECTOR L ANGLE. CH. CHANNEL d PENNY (NAIL SIZEJ " PE:RCENT • ANO @ AT Q. CENTERLINE 0 DIAMETER OR ROUND PERPENDICULAR POUND OR NUMBER AOOITIONAL ABBRl:VtATIONS PER ANSI STANDARDS ANO SPECS. SAN DIEGO FIRE DEPARTMENT SECURE SECTION SEISMIC SELECT PLAN :~~r;ceo, s10 SINGLE ... UNG SHEET SHEATHING SHOWER SIMILAR SI\YUGHT ~ SLIDING DOOR SUDlr,,IG WINDOW SHEET METAL SC SHELF ANO POLE SPECIFICATION SQUARE SQUARE FOOT SQUARE INCH STAINLESS STEEL STATION STANDARD STEEL STORAGE STRUCTURAL SURFACED 2 SIDES SUPPLY SUSPENOEO SYMMETRICAL TREAD TOWl::L BAA. TOP ANO BOTTOM TOP OF CURB TELEPHONE TEMPERATURE/TEMPERED TONGUE ANO GROOVE THICK THRESHOLD TRUSS JOIST TOP OF CONCRETE TOP OF PAVING TOP OF WALL TELEVISION TYPICAL UNIFORM BUILDING CODE UNOEHWRITERS LABORATORY UNFINISHED UNLESS NOTED OTHERWISE URINAL VINYL ASBESTOS TILE VAPOR BARRIER VENTILA. TION OR VENTILATOR VERTICAL VESTIBULE VOLUME VENT THROUGH ROOF WEST WITH WATER CLOSET WOOD 'MNDOW W/..TER HEATER WROUGHT IRON VVITHOUT WATERPROOFING WEAKENED PLANE JOINT WOOD SCREW(S) WAINSCOT WEIGHT WELDED WIRE FABRIC YARO CALGREEN REQUIREMENTS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN). 2. ALL ADHESIVES, SEALANTS AND CAULKING SHALL COMPLY WITH THE REGIONAL AIR POLLUTION CONTROL RULES AS SHOWN IN CALGREEN TABLES 5.504.4. 1 AND 5.504.4.2. 3. AEROSOL CONTAINERS LESS THAN 1 LB AND NOT MORE THAN 16 FLUID OUNCES SHALL COMPLY WITH THE STATEWIDE voe STANDARDS. VERFICATIDN DOCUMENTS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND INCLUDE THE MANUFACTURER'S SPECIFICATIONS AND FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 4. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC SPACES SHALL HAVE AN STC OF AT LEAST 40. (CALGREEN SEC. 5.507.4.3) 5. PLUMBING FIXTURES SHALL BE WATER CONSERVING AND COMPLY WITH CALGREEN SEC. 5.303.3: a. LAVATORY FAUCETS SHALL NOT EXCEED A WATER FLOW OF 0.5 GALLONS PER MINUTE AT 60 PSI. b. WALL-MOUNTED URINALS SHALL NOT EXCEED D.125 GALLONS PER FLUSH. c. WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. d. SHOWERHEADS SHALL HAVE A MAX FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. 6. THE NON-RESIDENTIAL REQUIREMENTS OF THE CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL NEW NON-RESIDENTIAL CONSTRUCTION INCLUDING HIGH RISE BUILDINGS, ADDITIONS OF 1000 SF OR GREATER, ANDI OR BUILDING ALTERATIONS WITH A PERMIT VALUATION OF $200,000 OR ABOVE. NON-RESIDENTIAL BUILDING INCLUDES ALL OCCUPANCIES THAT ARE WITHIN THE AUTHORITY OF THE CALIFORNIA BUILDING STANDARD COMMISSION. 7. "CALGREEN" REQUIREMENTS FOR BUILDING ADDITIONS OR ALTERATIONS SHALL APPLY ONLY TO THE PORTION THAT IS BEING AL TE RED OR ADDED. 8. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH CALGREEN TABLE 5.504.4.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY (CALGREEN SEC. 5.504.4.3). 9. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES (CCR, TITLE 17, SECTION 94520 ET SEQ.). (CALGREEN SEC. 5.504.4.3.1) 10. RESILIENT FLOORING SYSTEMS -AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET ONE OF THE FOLLOWING CRITERIA: a. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. b. COMPLIANT WITH THE voe-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN dfgjfifiiiHIJ;~~¥~QNb d. COMPLIANT WITH CDPH CRITERIA AS CERTIFIED UNDER THE GREENGUARD CHILDREN'S & SCHOOL PROGRAM. L~s ~1 ii lTtR fttlB ~1lP~1E E~6 ~~fN ·TIA ~Ntor'\ S ( E 5. . 0 0 G"' G M cu 1V 0 ROHIBI NW OR INA ES, EGU TIO SOR OL ES AR OT I PLA E. FIRE PROTECTION NOTES 1. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19. 2. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315. 1. 3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 4. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY. AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501 .2 (CFC 505). 5. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON-OR LIMITED- COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. (CFC 304.3) 6. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL 7. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF CARLSBAD AND CFC 308. ARCHITECTURAL LEGEND ~ DETAIL NUMBER ~ SHEET WHERE DETAIL IS DRAWN MECHANICAL SECTION NUMBER SHEET WHERE SECTION IS DRAWN ROOM---ROOM NAME ~ ROOM NUMBER DOOR NUMBER C0 KEYNOTE NUMBER AREA REVISION ffi 9 0---.--- 1 -$------ ~ 0 REVISION NUMBER GRID OR COLUMN LINE PROPERTY LINE FACE DIMENSION CENTER LINE DIMENSION ELEVATION I LEVEL SPOT ELEVATION FINISH ELEVATION PORTABLE FIRE EXTINGUISHER EXIT StGN PROJECT GENERAL REQUIREMENTS 1. THE DRAWINGS, SPECIFICATIONS ANO OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED, AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. 2. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE GENERAL CONTRACTOR, SUB-CONTRACTORS AND MATERIAL SUPPLIERS SHALL REVIEW ALL DRAWINGS. SCHEDULES AND SPECIFICATIONS, AS A WHOLE, WHEN DETERMINING THE CONSTRUCTION REQUIREMENTS FOR THE PROJECT, INCLUDING THE WORK SHOWN WITHIN EACH DISCIPLINES DRAWINGS, SCHEDULES AND SPECIFICATIONS. l!:BID!!ESe SCR :CWS NS R ERRORS THAT OCCUR SHALL BE U TH F HE E C E . IN WRITING, PRIOR TO THE M RE 0:c EDI HE I o: ' T N C R SHALL CAREFULLY CHECK AND CERTIFY ALL DIMENSIONS AND SIZES, AND SHALL ASSUME RESPONSIBILITY FOR THE FITTING OF HIS/HER EQUIPMENT AND MATERIALS TO OTHER PARTS OF THE EQUIPMENT, BUILDING AND TO THE CTURE. E CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS WITH T ONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS INSOFAR AS NECESSARY TO INSTALL THE WORK PROPERLY AND RELATIVE TO THE SURROUNDING CONSTRUCTION. 5. AT ANY TIME SHOULD ANY CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR WRITTEN CLARIFICATION. 6. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS. CONSTRUCTION SAFETY SHALL BE MAINTAINED CONTINUOUSLY. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED PARTS OF THE MATERIALS AND EQUIPMENT AGAINST DAMAGE FROM ANY CAUSE DURING THE PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY THE OWNER. REPAIRS, CORRECTIONS AND/OR REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. 8. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PLACE. DUST PALLIATION AND PREVENTION OF DUST CONTAMINATION OF NON-WORK SPACES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR ON AN ONGOING, DAILY BASIS. 9. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING ABOVE AND UNDERGROUND UTILITIES (INCLUDING TRANSFORMERS AND PANELS), BOTH WITH THE APPROPRIATE UTILITY COMPANIES AND IN THE FIELD, PRIOR TO COMMENCING CONSTRUCTION AND SHALL TAKE STEPS TO PROTECT SUBJECT UTILITIES, PERSONNEL AND PROPERTY AGAINST DAMAGE OR INJURY. 10. "PROVIDE" SHALL MEAN THAT THE CONTRACTOR, AT HIS/HER EXPENSE, SHALL FURNISH AND INSTALL THE WORK, COMPLETE IN PLACE AND READY FOR USE, INCLUDING FURNISHINGS OF NECESSARY LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPORTATION. 11. "EXISTING", "+/-", "SIZE TO FIT', "VERIFY IN FIELD" (V.1.F.) AND SIMILAR PHRASES REQUIRE THE CONTRACTOR TO VERIFY AND COORDINATE THE DIMENSIONS OR CONDITIONS INDICATED ON THE DRAWINGS WITH THE ACTUAL FIELD CONDITIONS($). DISCREPENCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE. FOR DIRECTIONS ON HOW TO PROCEED. GENERAL NOTES FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com "AS 1:::: ulL T'' . \ City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 ... , II GNOOO LIFE SAFETY REQUIREMENTS A. EXITS 1. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (2019 CBC SEC. 1010.1.9). a. EXCEPTION: IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, B, F. MAND S, AND IN PLACES OF WORSHIP, THE MAIN DOORS OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: LOCKING DEVICE IS READILY DISTINGUISHABLE AS A LOCKED AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." (2019 CBC SEC. 1010.1.9.3). 2. IN GROUPS B, F, MAND S, HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES ARE PERMITTED AT THE MAIN EXIT AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT DURING PERIODS THE SPACE IS OCCUPIED. THE GRILLES SHALL REMAIN SECURED IN THE FULL-OPEN POSITION DURING THE PERIOD OF OCCUPANCY. WHERE TWO OR MORE MEANS OF EGRESS ARE REQUIRED, NOT MORE THAN ONE-HALF OF THE EXITS OR EXIT ACCESS DOORWAYS SHALL BE EQUIPPED WITH SECURITY GRILLES (2019 CBC SEC. 1010.1.4.5). SUCH SECURITY GRILLES SHALL BE EQUIPPED WITH AN APPROVED RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT ONLY ON THE EXTERIOR SIDE FOR THE PURPOSE OF FIRE DEPARTMENT EMERGENCY ACCESS, WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. EGRESS DOORS SHALL BE PIVOTED OR SIDE-HINGED SWINGING TYPE. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY (2019 CBC SEC. 1010.1.2.1). 4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENE.RA TOR) THAT WILL AU TOMA TICA LL Y ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAT 90 MIN. (2019 CBC SEC. 1013.3) 5. ARCHITECT SHALL PLAN FOR, AND CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL EXIT SIGNS WITH THE FIELD FIRE INSPECTOR PRIOR TO ANY INSTALLATIONS. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE, AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. {2019 CBC SEC. 1D08.1; 1D08.2) 7. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. 8. IN THE EVENT OF A POWER FAILURE IN ROOMS AND SPACES THAT REQUIRE TWO OR ORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AT AN AVERAGE OF 1 FOOTCANDLE FOR A DURATION OF NOT LESS THAN 90-MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. (2019 CBC SEC. 1D08.3) B MEANS OF EGRESS BASED UPON ASSEMBLY OCCUPANCIES 1. DOORS SERVING A GROUP H OCCUPANCY AND DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 500R MOREIN A GROUP A OCCUPANCY, ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, E, 1-2 OR 1-2.1 OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. (2019 CBC SEC. 1010.1.10) a. EXCEPTION: A MAIN EXIT OF GROUP A OCCUPANCY SHALL BE PERMITTED TO HAVE LOCKING DEVICES IN COMPLIANCE WITH 2019 CBC SEC. 1010.1.9.3, ITEM 2. 2. FOR GROUP L OCCUPANCIES, EXIT AND EXIT ACCESS DOORS FROM AREAS WITH HAP US MATERIALS ~AL NS ROV~D WITH A LATCH OR LOCK UNLESS IT JS PANIC HARDWARE OR FIRE EXJT HARDWARE. (2019 CBC SEC. . . LA u R C. CORRIDORS 1. PROTECT ALL INTERIOR OPENINGS IN RATED CORRIDOR WALLS (2019 CBC SEC. 1020). ~-El~:::~::~:~:T:N~::LODEL OR DEMOLITION OF A BUILDING SHALL COMPLY WITNGT+ F O R C 2. FIRE PROTECTION, INCLUDING FIRE APPARATUS, ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION ANDIOR DEMOLITION (2019 CFC CHAPTER 33) 3. THE FIRE CODE OFFICIAL SHALL HAVE THE AUTHORITY TO REQUIRE CONSTRUCTION DOCUMENTS AND CALCULATIONS FOR ALL FIRE PROTECTION SYSTEMS ANO TO REQUIRE PERMITS BE ISSUED FOR INSTALLATION, REHABILITATION OR MODIFICATION OF ANY FIRE PROTECTION SYSTEM. CONSTRUCTION DOCUMENTS FOR FIRE PROTECTION SYSTEM SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION. (2019 CFC SEC. 901.2). 4. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10.BC SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THERE OF ON EACH FLOOR. PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH 2019 CFC SEC. 906 AND CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1, CHAPTER 3. 5. ALL MANUAL, AUTOMATIC OR MANUAL AND AUTOMATIC FIRE ALARM SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH 2019 CFC SEC. 907 AND NFPA 72. THE LOCATION OF THE AUTOMATIC FIRE ALARM SYSTEM DETECTORS, MANUAL STATIONS, AUDIBLE DEVICES, AND RELATED EQUIPMENT, WHERE SHOWN ON THESE DRAWINGS, ARE ONLY FOR REFERENCE AND DO NOT CONSTITUTE SHOP DRAWINGS. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARMS SYSTEMS SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION (2019 CFC SEC. 007.1.1). 6. FIRE OAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS LOCATED WITHIN AIR DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 2019 CBC SEC, 717, THE. MANUFACTURER'S INSTRUCTIONS AND THE DAMPER'S LISTING. (2019 CBC SEC. 717.2) 7. PENETRATIONS OF FIRE RATED ASSEMBLIES WHICH REQUIRE OPENING PROTECTION SHALL BE FIRE STOPPED. THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 or UL 1479 WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.94 Pa) OF WATER ANO SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED (2019 CBC SEC. 714.4.1.2). 8. FIRE HYDRANT SYSTEMS AND FIRE HYDRANTS SHALL COMPLY WITH 2019 CFC SECTIONS 507.5.1 THROUGH 507.5.6 AND APPENDIX CORBY AN APPROVED METHOD. (2019 CFC SEC. 507.5) 9. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS ANO TEMPERATURES, CRITICAL AIR PRESSURES, AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRJCALL Y SUPERVISED BY A LISTED FIRE ALARM CONTROL UNIT. (2019 CBC SEC. 903.4) a. EXCEPTION 2: LIMITED AREA SYSTEMS NOT EXCEEDING SIX SPRINKLERS IN ACCORDANCE WITH 2019 CFC SECTION 903.3.8. 10. ONE EXTERIOR APPROVED AUDIBLE DEVICE, LOCATED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION, SHALL BE CONNECTED TO EACH AUTOMATIC SPRINKLER SYSTEM. (2019 CFC 903.4.2). 11. IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS (2019 CFC SECTIONS 3310 & 3313). 12. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN 2019 CBC TABLE 803.13 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS. TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE AUTHORITY HAVING JURISDICTION (AHJ). E. MISCELLANEOUS 1. WHERE HIGH PILE COMBUSTIBLE STORAGE OCCURS, THE BUILDING SHALL COMPLY WITH 2019 CFC CHAPTER 32. ELECTRICAL REQUIREMENTS 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA ELECTRICAL CODE. 2. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE CITY OF SAN DIEGO LIGHTING POLLUTION ORDINANCE PER SAN DIEGO MUNICIPAL CODE 142,0740. 3. ALL INTERIOR LIGHTING SYSTEMS SHALL COMPLY WITH CALIFORNIA ENERGY COMMISSION STANDARDS. MECHANICAL REQUIREMENTS 1. ALL MECHANICAL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA MECHANICAL CODE. 2. ALL PLUMBING WORK SHALL COMPLY WITH THE 2019 CALIFORNIA PLUMBING CODE. 3. HEATING, VENTILATION, AND AIR CONDITIONING SYSTEMS SHALL COMPLY WITH CALIFORNIA ENERGY COMMISSION STANDARDS, 4. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTION 701 OF THE 2019 CALIFORNIA PLUMBING CODE. 5. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 6. POTABLE WATER PIPING MATERIAL SHALL COMPLY WITH SECTION 604 OF THE 2019 CALIFORNIA PLUMBING CODE. TITLE-24 ENVELOPE REQUIREMENTS PROVIDE THE FOLLOWING: 1. INSULATION MATERIAL CAN ONLY BE INSTALLED IF THE MANUFACTURER HAS CERTIFIED THAT THE INSULATION COMPLIES WITH 2016 TITLE 24, PART 12, CHAPTER 12-13, "STANDARDS FOR INSULATING MATERIAL" (2019 CAL ENERGY CODE, SECTION 110.8). ~c ,~,~~]f' t:s:~~~vig~l~of~~E~~ ·c.~~~T AS ~~~c12~2tM.E.1e~1 'F\ 3. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES ~~1~1T1N A~~f~lec+elfl~~,T~ERWISE SEALED 41,.iN,:.~ D Rs~,U Hnl,HAl ul DllrwEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHERSTRIPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). FIRE DOORS SHALL HA VE A SMOKE SEAL BETWEEN THE DOOR AND THE FRAME. (2019 CAL ENERGY CODE SEC. 110.6) 5. ALL FENESTRATION PRODUCTS AND EXTERIOR DOORS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH ALL OF THE APPLICABLE REQUIREMENTS OF THE 2019 CAL ENERGY CODE SEC. 110.6. FENESTRATION PRODUCTS MUST BE LABELED FOR U-VALUE AND SOLAR HEAT GAIN COEFFICIENT (SHGC). VIEW FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road Suite 3DD San Diego CA 92123 619 231 0751 www.fpbarch.com "AS l:H.J IL T" I-r====t====~~u~1~o~MR~1~j~~o~m~o~:..~-~u~s~=~=E=RM=rr=====±===Noi.===~===;o.~,~~11<>'20'l1~~~====~===~ r-=7 C fTr11 ~fi 1/ ~~~ t,~ ~ AD ~ r DESIGN OEVLOPMENT OJl1112022 L_!_J L_::_J PlANCHECKSUBMITTAl ~ DIPP.OVL)Ji.J\l PLAN~ I OH. Temporary Fire Station 7 GENERAL NOTES City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 -1-:. 111 1,. 1<,--cv -11 ,~-·r ~( __ t=-r, -.... 1 ·1 '"'" 1. GENERAL ACCESSIBILI TY REQUIREMENTS A. NOTE THAT ONLY SELECTED ACCESSIBILITY REQUIREMENTS ARE SHOWN ON THIS DRAWING. REFER ALSO TO CBC CHAPTER 11B, THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS. B. CONSTRUCTION TOLERANCES -CONTRACTOR SHALL INSTALL THE WORK TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES, AND SHALL TAKE INTO ACCOUNT ANY AND ALL CONSTRUCTION TOLERANCES REQUIRED TO BUILD AND INSTALL THE WORK, SO THAT THE FINISHED WORK COMPLIES WITH ACCESSIBILITY REQUIREMENTS. WHERE MAXIMUM OR MINIMUM DIMENSIONS ARE LISTED, THEY CAN NOT BE EXCEEDED (MAXIMUMS) OR REDUCED (MINIMUMS). SLOPES FOR RAMPS SHALL USE THE LEAST POSSIBLE SLOPE BUT NEVER GREATER THAN 1:12 MAX. CONTRACTOR TO TAKE GREAT CARE TO LAYOUT ANO CONSTRUCT THE WORK SO THAT THE FINISHED WORK IS ACCESSIBLE. C. PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION THOSE FEATURES OR FACILITIES AND EQUIPMENT THAT ARE REQUIRED TO BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR TEMPORARY INTERRUPTION IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS SHALL BE PERMITTED. D. ACCESSIBLE BLUE COLOR -SHALL BE EQUAL TO COLOR NO. 15090 OF FEDERAL STANDARD 595B. PAINTED ACCESSIBILITY LINES AND MARKINGS ON PAVEMENT SHALL BE 3-INCHES MINIMUM IN WIDTH ANO ACCESSIBLE BLUE IN COLOR. 2. ACCESSIBLE ROUTE OF TRAVEL REQUIREMENTS A. ACCESSIBLE ROUTE OF TRAVEL 1. IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING VERTICAL 114" MAX. OR 112" MAX. (IF BEVELED AT 1 VERT. TO 2 HORIZ. SLOPE) AND AT LEAST 48" IN WIDTH. 2. SLOPE IN THE DIRECTION OF TRAVEL TO BE NO MORE THAN 1:20ANDCROSS SLOPE SHALL NOT EXCEED 1:48. 3. THE ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO A HEIGHT OF BO" MINIMUM, WITH OBJECTS PROTRUDING NO GREATER THAN 4" FROM WALL ABOVE 27" AND LESS THAN 80". 4. CONTRACTOR TO ACCOUNT FOR CONSTRUCTION TOLERANCES WITHIN THE ROUTE OF TRAVEL ON MINIMUMS AND MAXIMUMS. REFER TO FIGURES. 2A, 2B, 2C, 20, 2E. 2F, 2G, 2H, 2J, AND 2K. 5. GROUND SURFACES ALONG ACCESSIBLE ROUTES OF TRAVEL MUST BE STABLE, FIRM AND SLIP-RESISTANT (CBC 118-302.1). B. WALKS & SIDEWALKS CORRIDORS AISLES: COMPLY WITH CBC SECTION 118-403 1. ~: WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE REQUIREMENTS OF A RAMP (CBC 118-405). OUTDOOR STAIRS, RAMPS AND LANDINGS SHALL BE DESIGNED SUCH THAT WATER WILL NOT ACCUMULATE ON THEIR SURFACES. WHERE "LEVEL" IS INDICATED IT SHALL BE DEFINED AS LESS THAN 1:48 SLOPE IN ANY DIRECTION. 2. CLEARANCES & WIDTH· a. CLEAR WIDTH OF WALKS AND SIDEWALKS SHALL BE 48" MIN. WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH CLEAR WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES. SEE FIGURE 2A b. CLEAR WIDTH OF CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL BE 36" MIN. CLEAR WIDTH OF CORRIDOR SERVING 10 OR MORE SHALL BE 44" MIN. E F R & COAR RfijDTHS MUST ACCOMMODATE DOOR MANEUVERING CLEARANCES WHERE OCCURS. c. CLEAR WIDTH OF ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL . d. CLEAR WIDTH FOR AISLES SHALL NOT BE LESS THAN 36" WIDE IF SERVING EMEN ON , AND NOT LESS THAN 44" WIDE IF SERVING BOTH SIDES. 3. ~-WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. WHERE GRATES ARE USED THEY SHALL COMPLY WITH FIGURE 2F 4. CHANGES IN LEVEL -WALKWAYS SHALL HAVE A CONTINUOUS COMMON SURF A . N STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING THAT SHOWN IN Fl URE C.J::!e,Z,ARQS 1. Cll..Refil-CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHAL HA OR BACKING OR NO CUSHION OR PAD. a. CARPET OR CARPET TILE SHALL HAVE A FIRM LEVEL LOOP. TEXTURED LOOP, LEVEL CUT PILE. LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 112 INCH MAX. b. EXPOSED EDGES SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 118-303. 2. WARNING CURBS -ABRUPT CHANGES IN LEVEL BETWEEN A WALK OR SIDEWALK AND ADJACENT GRADE OR PAVING (EXCEPT AT ADJACENT STREET, PARKING OR DRIVEWAY) WHICH EXCEEDS 4" IN A VERTICAL DIMENSION, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN OF A POTENTIAL DROP OFF. COMPLY WITH FIGURE 2L. WHEN A GUARD OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED. 3. OBSTRUCTIONS -ANY OVERHANGING OBSTRUCTIONS OR PROTRUDING OBJECTS WITHIN THE ROUTE OF TRAVEL SHALL COMPLY WITH FIGURE 2C. 4. DETECTABLE WARNING SURFACE -PROVIDE A CONTINUOUS BAND OF DETECTABLE WARNING SURFACE (36" DEEP) WHERE A WALK CROSSES OR ADJOINS A HAZARDOUS WAY, AND THE WALKING SURFACE IS NOT SEPARATED FROM THE WAY BY CURBS. RAILINGS OR OTHER ELEMENTS. a. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES, PER~- b. DETECTABLE WARNINGS SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C AT TRANSIT BOARDING PLATFORM EDGES, BUS STOPS, HAZARDOUS VEHICULAR AREAS. REFLECTING POOLS AND TRACK CROSSINGS. (CBC 118-705.1.1.3.1) c. DETECTABLE WARNINGS AT OTHER LOCATIONS SHALL BE A 70% MIN. VISUAL CONTRAST VISUALLY WITH ADJACENT SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT (CBC 118-705.1.1.3.2). PROVIDE DARK GRAY U.O.N. d. SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. D. QOQB.S;_COMPLY WITH CBC SECTION 118-404. REFER TO DOOR SCHEDULE FOR HARDWARE REQUIREMENTS. 1. DOOR LEVEL MANUVERING CLEARANCES: SEE FIGURES 2G 2H AND 2J FOR THE CLEAR AND LEVEL MANEUVERING AREAS REQUIRED ON EACH SIDE OF SWING DOORS. REFER TO CBC SECTION 118-405.7.5 FOR MANEUVERING AREA REQUIREMENTS FOR DOORWAYS AT RAMP LANDINGS. a. LEVEL AREA SHALL BE DEFINED AS MAXIMUM 1 :48 SLOPE IN ANY DIRECTION. b. THE INTENT IS NOT TO INSTALL FLOOR OR WALL MOUNTED ITEMS WITHIN THESE CLEAR AREAS WHICH WILL INTERFERE WITH THE ABILITY OF A DISABLED PERSON TO ENTER OR EXIT FROM A DOOR. 2. DOOR THRESHOLDS -COMPLY WITH FIGURE 2K 3. RECESSED DOOR MATS AT DOORS -MUST BE ANCHORED TO PREVENT MOVEMENT FROM WHEELCHAIR TRAFFIC. E. RAMPS: COMPLY WITH CBC SECTION 118-405. WHERE RAMPS ARE A PART OF THIS PROJECT, REFER TO PROJECT PLANS & DETAILS FOR REQUIREMENTS. 1. DOOR LEVEL MANUVERING CLEARANCES: REFER TO CBC SECTION 118-405.7 FOR MANEUVERING AREA REQUIREMENTS FOR DOORWAYS AT RAMP LANDING. 2. WIDTH: RAMPS SHALL BE A WIDTH AS REQUIRED FOR EXITING BUT SHALL BE NO LESS THAN 48" WIDE. 3. ~: SLOPE IN THE DIRECTION OFTRAVEL(RUNNING SLOPE) SHALL BE BETWEEN 1:20TOA MAXIMUM OF 1:12. CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48. 4. LANDINGS: a. LANDINGS ARE TO BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP RUN AND AT CHANGES IN DIRECTION. LANDING WIDTHS ARE TO BEAT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM. LANDING LENGTH AT TOP OF RAMP RUNS SHALL BE 60 INCHES LONG MINIMUM. LANDING LENGTH AT BOTTOM OF RAMP RUNS SHALL BE 72 INCHES LONG IN THE DIRECTION OF TRAVEL. LANDINGS THAT CHANGE A RAMP DIRECTION BETWEEN RUNS SHALL BE MINIMUM 60 INCHES WIDE BY MINIMUM 72 INCHES LONG IN THE DIRECTION OF DOWNWARD TRAVEL. b. MAXJMUM RISE FOR A RAMP RUN SHALL BE 30". A LANDING IS TO BE PROVIDED WHERE THE RAMP RISE EQUALS THE MAXIMUM ALLOWABLE. c. LANDING SLOPES SHALL NOT EXCEED 1:48 IN ANY DIRECTION. 5. EDGE PROTECTION: A CURB OR BARRIER IS REQUIRED AT THE EDGE OF RAMPS ON ALL OPEN SIDES PER CBC SECTION 118-405.9.2. 6. OUTDOOR RAMPS AND LANDINGS SHALL BE DESIGNED SUCH THAT WATER WILL NOT ACCUMULATE ON THEIR SURFACES. 3. ACCESSIBLE REQU IREMENT DIAGRAMS ........ 48" IIIIN, SJDEWAlK FACE OF SIOEW""-1( ,.. ..... CURB 36'"MIN, CLEAR L CLEAR ~ POLE ~ STREET Figure 2A. SIDEWALK/ WALKWAY OBSTRUCTIONS ~ Figure 2B -ALLOWABLE CHANGES IN LEVEL LONG DIMENSION PERPENDICULAR TO PEDESTRIAN ROUTE PLAN PREDOMINANT DIRECTION OF PEDESTRIAN ROUTE fl I I I If SECTION A-A THROUG~ GRATE Figure 2F -GRATE ORIENTATION TO FLOW OF TRAFFIC r ---------------------, 1 PULL SIDE t : ..-,.. : ' ' 1 240 MIN. 1 CLEAR AT EXTERIOR DOORS ' ' to-MIN L CLEAR AT DOOR EOUIPPED W1TH EITHER A LATCH OR A CLOSER BUT : : NO]=l,LI,EW A u:5 ;~fc ~ 2e~c1uc1a~ad o~T 1 ~• FRONT APPROACH REQUIRED LEVEL f""\ V I '4 v I f""\ U v v,t"f.JVERING CLEARANCE AT DOORS 0 © © © 0 © © © ~ 3" MIN..-2.4" MAX. APART TYPICAL PLAN G? SECTION A-A © 0.45'' MIN . .OAr MAX. AT TOP 0.90" MIN . .0.9Z" W.,X AT BASE TAPERED EDGES WHERE EXPOSED Figure 20 • DETECTABLE WARNING -TRUNCATED DOMES PUU SIDE ' ' z i•EI :! i! :24-MIN. ~ l ' "' § " !•~ g '24" MIN. u z 1 .. ~ " ~ @ ~ ::, C r.:, > . ~ PUSH SIDE ' ' Figure 2H -LATCH APPROACH REQUIRED LEVEL MANEUVERING CLEARANCE AT DOORS 11!1 .:.L c:::: El 7 _, ____ c ~ .,,,.~ [ 112"MAX. , I E:==§j ~ - Figure 2K -DOOR THRESHOLD REQUIREMENTS LEVEL CHANGE< 4• OR CUR8 AT VEHICULAR WAY Figure 2L -ABRUPT CHANGES IN LEVEL AT PEDESTRIAN WALK PULL SIDE 36" MIN. PUSH SIOE Figure 2J -HINGE APPROACH REQUIRED LEVEL MANEUVERING CLEARANCE AT DOORS FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com Li>___ r T ACCESSIBILITY REQUIREMENTS City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 ►,----------------------------------------------------------------------------------------------------------------------, i 4. ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS ij>----------------------------------------------------------------------------------------------------------------------------------------1 " § ~ ~ 1;· f i NOTE THAT NOT AJ...L ACCESSIBLE MOUNTING CONDmONS ARE SHOWN -REFERENCE SPECIFIC DETAILS IN PLANS F=OR ADOITIONALAND OTHER ACCESSIBLE MOUNTING REQUIREMENTS 12"MAX. FINISH FLOOR ACCESSIBLE HH,,QW □RINKJNG fQUNTAIN 36" CLR. MIN. (!I 24" OR GREATER OEEP ALCOVE CABINET SIDE REACH foPOfOJTUT IC¥ Oll!l4GHl!ll:T"0WT "'""""°' CLEAR CLEAR FRONT REACH COUNTER QPfN BELOW ACCESSIBLE FIXTURE ELEVATIONS GENERAL: 1. NOT ALL FIXTURES SHOWN ARE USED ON THIS PROJECT. REFER TO PLANS FOR SPECIFIC REQUIREMENTS. NOT EVERY MOUNTING HEIGHT REQUIREMENT IS SHOWN. 2. NOTE THAT, WHERE ACCESSIBLE WATER CLOSETS ARE CALLED OUT TO BE BETWEEN 17 TO 18 INCHES FROM WALL TO CENTERLINE OF UNIT, THIS RANGE IS ABSOLUTE FOR CLEAR DIMENSIONS AND CAN NOT BE REDUCED OR EXCEEDED. 3. TOILET STALLS FOR DISABLED PERSONS SHALL HAVE A SLIDE BOLT DOOR LATCH, LI-SHAPED OR WIRE PULLS AT BOTH SIDES OF THE DOOR AND SELF-CLOSING HINGES. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 30" TO 44" ABOVE FINISHED FLOOR. DOORS OF FRONT ENTRY STALLS SHALL PROVIDE A MIN. 32" CLEAR OPENING WIDTH WHEN THE DOOR IS OPEN 90 DEG. DOORS OF SIDE ENTRY STALLS SHALL PROVIDE A MIN. 34" CLEAR OPENING WIDTH WHEN THE DOOR IS OPEN 90 DEG. 4. OPERATING MECHANISM CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED AS SHOWN IN ELEVATIONS ABOVE TO COMPLY WITH CBC SECT. 118-309. 5. THE FORCE REQUIRED TO ACTIVATE OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 POUNDS FORCE. ELEVATION KEYNOTES: @ ACCESSIBLE WATER CLOSET (WALL OR FLOOR). DIMENSION TO TOP OF TOILET SEAT. SEE GEN. NOTE #2 ABOVE. FLUSH ACTIVATOR TO BE LOCATED ON OPEN SIDE OF WATER CLOSET. FLUSH ACTIVATOR SHALL BE MANUAL OPERA TED OR AUTOMATIC. MANUAL FLUSH ACTIVATOR TO BE MOUNTED NO MORE THAN 44" ABOVE FINISHED FLOOR. SEE PLANS FOR ADDITIONAL REQUIREMENTS. @ ~::--~l~M"u~~g~T1~M~~~JS TO TOP OF BAR SURFACE. BAR OUTSIDE DIAMETER TO BE 1 -AN ABSOLUTE CLEARANCE OF 1-1/2" IS REQUIRED TO THE FINISHED WALL -MIN. 1-1/2" CLEARANCE FROM BOTTOM OF BAR TO PROTRUDING OBJECTS LOCATED BELOW THE BAR. -MIN. 12" CLEARANCE FROM TOP OF BAR TO PROTRUDING OBJECTS LOCATED ABOVE THE BAR. @) TOILET PAPER DISPENSER. DIMENSION TO CENTERLINE OF DISPENSER OPENING. WHERE TWO DISPENSERS ARE SIDE-BY-SIDE, DIMENSION TO THE CENTERLINE OF THE DISPENSER UNIT. @ TOILET SEAT COVER DISPENSER, DIMENSION TO HIGHEST POINT OF DISPENSER OPENING. LANS p~·EL t s8 ,E)£o ~·~Tt PA¥SPEt1R +tNt sv~-~1F1\sE.ol D~NS1R. I I " DER REVIEW @ MIRROR. DIMENSION TO BOTTOM OF REFLECTIVE SURFACE. (D ~i~T~~l~is:OMMUNICATION AND RECEPTACLE CONTROLS. HEIGHT IS BASED ON REACH 0 SANITARY NAPKIN DISPOSAL UNIT, DIMENSION TO OPENING. UNIT TO BE MOUNTED BETWEEN TOILET PAPER DISPENSER AND BACK WALL AT HEIGHT SHOWN. @ COMBINATION PAPER TOWEL DISPENSER I TRASH RECEPTACLE, DIMENSION TO HIGHEST POINT OF DISPENSER OPENING. (D DISPENSING MACHINES, DIMENSION TO HIGHEST OPERABLE PART. @ ACCESSIBLE PUBLIC TELEPHONE, DIMENSION TO HIGHEST OPERABLE PART @ ACCESSIBLE URINAL, VERTICAL DIMENSION TO BOWL LIP. LIP SHALL BE 13-112" DEEP MIN. MEASURED FROM OUTER FACE OF RIM TO BACK OF FIXTURE (ELONGATED FRON"T). SEE PLANS FOR ADDITIONAL REQUIREMENTS. @ ~g3~~1:~~\gR~~~l~G:i~~~~~~M~~~~~~T~o:~~B~::o ~~~-~~~~-T~~i:~~~~6~ED ADDITIONAL REQUIREMENTS. ® r~~Ln::L~TI~~~Gii;;-ii:sNl~~~c:}f~o~~PLANS. MAINTAIN INDICATED CLEAR SPACE UNDER @ -NOTUSED @ ALL WATER SUPPLY & DRAIN TRAPS SHALL BE INSULATED OR OTHERWISE COVERED. @ FAUCET HANDLES TO BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING. PINCHING OR TWISTING OF THE WRIST. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. © CLOTHES HOOKS. DIMENSION TO TOP OF HOOK. FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com De . ·on No. D>1• Q f D i -t-2F2F--I 1-r:=~_=_=J-t=-=_=_=J-{!~l~!~°"~M'i~i::~o~,r~to~w,.c~~uis~E=PE:=R:=M:=rr:=:=:=:=:=±:=:=:=t:=:=:=±:=:==:=:1,~,,~•=~~~• ====~~===~ '-;--CITI ,. ~., ,_ C t~k~~A r CESIGN OEVLOPMENT 03111/2022 PLAN CHECK SUBMITTAL 05i06l2022 1\tPRO\' U !Lfl. I' PL.--\.N~ l OR Temporary Fire Station 7 ACCESSIBILITY REQUIREMENTS City of Carlsbad 4$00 Carlsbad Blvd, Carlsbad, CA 52008 STAIRWELL DOOR SIGNAGE 18" x 12" ST,t.jRWAY FLOOR 10 SIGN SHALL BE LOCATED 60" ABOVE EACH FLOOR LANDING IN A POSITION THAT JS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN & CLOSED POSITION (DO NOT LOCATE IMMEOIATEL Y ADJACENT TO THE DOOR). NO BRAILLE OR RAISED LETTERS ARE REQUIRED. ~ A B STAIR 1 -NO ROOF ACCESS 2 - 1 THROUGH 2 - 1T ~ -- l 112" HtGH WITH 1/4. STROKE 5" HIGH WfTH 314• STROKE. PROVIOE EXACT FLOOR NUMBER. ORM FOR MEZZANINE ORB FOR BASEMENT 1· HtGH WITH 114• STROKE [@RAISED STAR, WHEREREOUIREO 5• HIGH RAISED FLOOR STROKE. OUTSIDE OF DOOR ARC BRAILLE L __ ir t CHARACTER WITH 314• i CLEAR FLOOR AREA REQ'O l 'i-~ r-T- L m L l<l L ACTILE FLOOR DESIGNATION IGNS -AT EXIT DISCHARGE LEVEL. ROVIDE A RAISED FWE-POINTED TAR LOCATED TO THE LEn OF I • l I l l $TAjR LANDING HE IDENTIFY1NG FLOOR LEVEL HE OUTSIDE 01,4,METER OF THE TAR SHALL BE 5-tNCHES THE CORRIDOR sme E AS THE HEIGHT OF THE SEO CHARACTERS PROVIDE StGNS 'B' & 'C' ON WALL ADJACENT TO LATCH SIDE OF DOOR (ON RIGHT SIDE WALL OF DOUBLE DOOR PAIR). -SIGN 'B' TO BE MOUNTED AT &1' ABOVE FLOOR TO CENTER OF SIGN ANO OFF OF LATCH SIDE OF DOOR FRAME. -SIGN ·c· TO BE MOUNTED PER TACTILE WALL SIGNAGE MOUNTtNG HEIGHT REQUIREMENTS. .f'ROVIDE SIGNS CALL FLOOR LEVELS (ADJUST TEXT TO MATCH FLOOR LEVEL CONDITIONS) -SIGN ANO TEXT SHALL BE CONTRASTtNG COLORS FROM EACH OTHER --PROVIDE EXIT IDENTIFIER SIGNAGE PER TACTILE SIGNAGE DETAIL ANO MOUNTING HEIGHT REQUIREMENTS. "EXIT STAIR DOWN" OR "EXIT STAIR UP-AS APPROPRIATE AT STAIRS THAT LEAD OIRECn"f TOA GRADE LEVEL EXTERIOR EXJT. "STAIR OOWN" OR "STAIR UP" AS APPROPRIATE AT STAIRS NOT PART FAN STROKE THICKNESS OF UPPER CASE 1' 15 PERCENT MAX. Of CHARACTER HEIGHT RAISED CHARACTER HEIGHT 518" MIN. TO 7 MAX. BASED ON HEIGHT OF UPPER CASE T. SET MIN. 1132" ABOVE BACKGROUND CENTERED BRAUE REO'D • PROVlOE CALIFORNIA GRADE I, DOTS" 0.100"0.C. IN EACH CELL WITH0.300" SPACE BETVVEEN ADJACENT CELLS, RAlSED 0.02'5" TO 0.03r. DOTS TO BE ROUNDED OR DOMED. PROVlDE 0.395" TO 0.400" BETWEEN CELLS DIRECTt "f BELOW. FOR MOUtlTING HEiGHTS SEE DOOR SIGNAGE EL£VATtoNS TACTILE SIGNAGE A CLEAR FLOOR SPACE OF 18 INCHES MIN. BY 18 INCHES MIN, CENTERED ON THE TACTILE CHARACTERS, IS TO BE PROVtOED BE"fOND THE ARC OF AN"f OOOR S'MNG BE1WEEN THE CLOSED POSITK>N ANO C5 DEGREES OPEN POSITKIN. D / ON INACTIVE LEAF __j DOOR SIGNAGE ELEVATIONS RESTROOM DOORS GEOMETRK:: SIGN LOCATED CENTERED ON DOOR LEAF TACTILE SIGN LOCATEO ON WALL ADJACENT TO LATCH SIDEOFOOOR SY'flNQINQ DOORS TACTJLE SIGN LOCATED ON WALL ADJACENT TO LATCH SOE OF DOOR DOUBLE DOORS· SINGLE ACTNE LEAF TACTILE SIGN LOCATED ON INACTIVE LEAF. DOUBLE ACTIVE LEAFS: TACTILE SIGN LOCATED TO THE RIGHT OF THE RIGHT HA.ND LEAF. AT DOUBLE ACTIVE LEAFS 5. SIGNAGE & GRAPHICS REQUIREMENTS All tNDtCATEP CODE SECTlONS ARE IN REFERENCE IO THE 2011 CALIFORNIA BUILDING CODE ICBC) UNLESS NOTED OIHERrtlSE A. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1'3Z' MIN AND SHA.LL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIEO BY GRADE 2 BRAJLLE. 8. RAISED CHARACTER SIZE· R>JSED CHARACTERS SHALL BE A MINIMUM OF 5nr AND A MAX OF Z' HIGH C. FINISH ANP CQNT8AST CHARACTERS ANO THEIR BACKGROUND SHALL KA.VE A NON-GLARE FlNISH. CHARACTERS SHA.LL CONTRAST WJTH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A CAR!<. BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND (CBC 118-703.5.1). 0. VISUAL CHARACTER SIZE CHARACTERS ANO NUt.~BERS ON SIGNS SHALL BE SLZEOACCOROING TO THE VlE\'V\NG DISTANCE AND HEIGHT FROM FINISH FLOOR FROM WHICH THE"f ARE TO BE READ. SEE CBC TABLE 118-703.5.5 FOR COMPLIANT REQUIREMENTS. E. YJ§UAL CHARACTER PBQPQRTK)N§· CHARACTERS SHAU. BE SELECTED FROM FONTS WHERE THE VV'IOTH OF THE UPPERCASE LETTER. 'O' IS 60 PERCENT MINIMUM AND 110 PERCENT MAXJMUM OF THE HEIGHT OF THE UPPERCASE LETTER T (CBC 118-703.5.C). STROKE THICKNESS OF THE UPPERCASE LETTER 'I' SHALL BE 10 PERCENT MINIMUM ANO 20 PERCENT MAXIMUM OF CHARACTER HEIGHT (CBC 118-703.5.7). F. ~ CONTRACTED (GRADE 2 BRAIL.LE) SHALL BE USEC WHEREVER BRAILLE IS REOUIREO IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHAU. BE 0.100" 0.C. IN EACH CELL W'ITH 0.300" SPACE BETWEEN ADJACENT CELLS. MEASURED FROM THE FIRST COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL DOTS SHAll BE BETWEEN 0.395" TO 0.400" BEiWEEN BELOW CELLS, MEASURED FROM THE FIRST ROW OF DOTS IN THE FIRST CELL TO THE FIRST ROW OF DOTS IN THE BELOW CELL DOTS SHAU BE RAISED A MIN OF 0.025" TO A MAXJMUM OF 0.03r ABOVE THE BACKGROUND (CBC TABLE 118--703.3.1). DOTS ARE REQUIRED TO BE ROUNDED OR DOMED, EACH DISTINCT AND SEPARATE. WITH THE EXCEPTION OF THE INTERNATIONAL S"fMBOL Of ACCESSISIUT't' & CIRCLES ANO TRIANGLES ON RESTROOM OOORS PtcTOGRAMS, WHERE OCCURS, SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECn "f BELOW THE PtCTOGRAM IN R>JSEO LETTERS & GRADE 2 BRAILLE.. G. PROVIDE POST OR WALL IDENTIFIER SIGNS. "NO PARKING" SURFACE SIGNS ANO MARKJNGS AT ACCESSIBLE PARKtNG SPACES (CBC 118-502.8). H. SITE ENTRANCE SIGNAGE -WARNING StGNAGE WITH ADDRESS AND TELEPHONE INFORMATION FOR TOWED VEHICLES REGARDING UNAUTHORLZEO USE OF DISABLED PARK.ING SPACES SHAU BE POSTEO CONSPICUOUSL "f AT EACH ENTRANCE TO OFF-STREET PARKJNG FACllITIES OR IMMEOIATEL "f ADJACENT TO ANO VISIBLE FROM EACH STALL OR SPACE (CBC 118-502:..8). J. INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE SHALL BE PROVIDED AT ALL ACCESSIBLE ENTRANCES, ONLY IF NON-ACCESSIBLE ENTRANCES ARE PRESENT (CBC 118-218.6). K. SIGNS MOUNTED ANO PROTRUDING FROM POSTS OR PYLONS LOWER THAN 80" SHALL ~VE ROUNDED CORNERS (CBC 118-307.3.1), L. FOR EASE OF READABILITY, SIGNAGE SHAU BE POSmONEO PERPENDICULAR TO THE PATH OF TRAVEL WHEREVER POSSIBLE. OR CLOSEST TO THE PERPENDICULAR. NOT TO EXCEED AN ANGLE OF 3Cl DEGREES TO EITHER SIDE. M. THE INTERNATIONAL S'l'M80L OF ACCESSIBILITY SHALL HAVE A V'IHfTE FK>URE ON A BLUE BACKGROUND"' COLOR NO. 15090 IN FEOERAL STANDARD 5958 UNLESS THE ENFORCING AUTHORITY APPROVES OTHER\l'IISE {CBC 118-703.7.2.1). WOMEN'S RESTROOM & BATHING FACfUTY SIGN 12· D~METER CIRCLE, 1/4" THICK. EASED EDGES MATT FINISH. COLOR CONTRASTING TO DOOR COLOR. PROVIDE INTERNATIONAL SYMBOL Of ACCESSW:IUD'. ONLY If NQtt:ACCESSIBLE RESTROOMS ARE PRESENT ELSEWHERE-CENTER S,GN ON DOOR AT BETWEEN 58" TO 60' ABOVE FLOOR TO CENTER OF SIGN. "VYOMAN" GRAPHtc IS OPTIONAL BUT SUGGESTED FOR CLARITY SINGLE USER RESTROOM & BATHtNG FACB-ITY S)GN EQUILATERAL TR~NGLE SUPERIMPOSED FITTED INSIDE 12" D~METER CIRCL£. EACH 1/4" THICK. EASED EDGES. MATTE FINISH TRLANGLE TO BE CONTRASTING COLOR TO CIRCLE. MATTE FINISH CIRCLE TO BE CONTRASTING COLOR TO DOOR COLOR. PROVIDE JNTERNATK)NAL SY._18Ql OF ACCESS!BtllTY ONLY IF NQN-ACCESSIBLE RESTROOMS ARE PRESENT ELSEWHERE. CENTER SIGN ON DOOR AT BETWEEN 58'" TO 60" ABOVE FLOOR TO CENTER OF SIGN. "MAN" & "WOMAN" GRAPHICS ARE OPTKJNAL BUT SUGGESTED FOR CLARITY ~ TO BE PROVIDED ON WALLO LATCH SIOE OF EACH RESTROOM DOOR. SEE TACTILE SIGNAGE DETAILS FOR CHARACTER ANO BRAILLE REQUIREMENTS GRAPHtc S"fMBOLS ARE OPTIONAL FOR THIS SIGN AND SHOULD BE COORDINATED WITH THE GRAPHIC S"fMBOLS ON THE GEOMETRIC SIGNS. ABOVE. = 1. COLOR TO CONTRAST 'MTH THE MOUNTING SURFACE, AND HAVE CONTRASTING FEATURES PER CBC 118-703.7.2.6. 2. SURFACES TO BE NON-GLARE. 3. PROVIOE INrL SYMBOL OF ACCESSIBILITY 2liL!IF NON-ACCESSIBLE RESTROOMS ARE PRESENT ELSEWHERE. 4. FOR MOUNTING LOCATIONS SEE DOOR SIGNAGE ELEVATtONS & REQUIREMENTS. TOILET ROOM DOOR SIGNAGE ACCESSIBILITY POLE SIGN CENTERED ON EACH SPACE. SEE DETAJl. 48"CONC. INHEELSTOP FIXED TO PAVEMENT. SEE DETAIL TRUNCATED DOME DETECTABLE WARNING LOADING SJOE AISLE WITH c• --!1-------j ~CE BORDER PAINTED BLUE 4" WIDE PAINTED BLUE LINES ----ti 36"•38"' PAINTED S"fMBOL VISIBLE TO TRAFFIC ENFORCEMENT OFFICER WHEN VEHICLE OCCUPIES SPACE. SEE DETAIL 12" HIGH LETTERS, PAINTED WHITE ~---+-4" WICE STRIPES 9'.()" MIN. 9'-0" MIN. PAINTEOWHITE +--OR_1_Z_-<T_M_I_N _ _,_ ___ ..,._ ____ ,_ AT J6" 0.C. = 1. SURFACE SLOPE SHALL NOT EXCEED 1 VERTICAL TD 48 8'-0" C g.q VAN ACCESSIBLE, '.fl'@ 12'-<r VAN ACCESSIBLE. 5'-0" ALL OTHERS HORIZ. IN AN"f DIRECTION FOR 2. SURFACE TO BE STABLE, FIRM BOTH PARKING STALL & SIDE ANO SUP RESISTANT. lE. 2 HG-PARKING SPACES -ZERO CURB N10 118" = 1'-0" liQll.. RAMP SLOPE SHAU. BE 1.12 MAX. 'MTH 1 48 MAX.. CROSS SLOPE. PROVIDE SO WATER ODES NOT COLLECT ON RAMPS OR APPROACHES. PROVIDE MEDtUM BROOM FlNISH U.0.N. CLEAR wtOTH OF RAMP SHALL BE 48 INCHES MINIMUM HANDRAILS ARE REQUIRED WHEN SLOPE IS GREATER THAN OR EQUAL 1'-Z' TO 1·20 FREESTANDfNG 1-1/C" NOMINAL (U.0.N.) GALVANIZED STEEL PIPE RAJLS. GRIND All WELDS SMOOTH. PROVIDE AT 80TH SIDES OF RAMPS. HANDRAIL EXTENSIONS SHALL BE LEVEL HANDRAILS MAY PROJECT INTO THE CLEAR WIDTH AT EACHSIDE 3 112" MAX. AT THE HANDRAIL HEtGHT ,t PROVIDE CURB OR GUIDE RAIL WHERE NO WALL OCCURS. WHERE WALL OCCURS. SET RAIL 1-1'2" CLEAR (EXACT) FROM W"-ll FACE. PROVIDE SAME CONDITION AT 80TH SIDES CONCRETE CURB BOTH SDES OF RAMP. !.-MATCHING PIPE RAL BOTH SIDES 8 ~ATTACHMENTOfVERTICALSPER = 4 HC-RAMP & HANDRAIL ,o 1/2" = 1'-0" PROVIDE ALUMINUM StGN WITH 1f'Z' RADIUS CORNERS. LETTERS, S"fMBOL ANO BORDER SHALL BE REFLECTORlZED WHITE ON BLUE BACKGROUND, LETTERS TO BE 1 INCH HIGH HELVETICA MEOIIJM. VVITH TEXT & SYMBOL AS SHOWN. GRAPHfC ISA SYMBOL IS REQUIRED. •PARKING ONLY" \IERBIAGE IS OPTIONAL ATTACH SIGNS WITTI DIE-CAST ALUMINUM SIGN CLAMPS. WHEN REQUIRED AT VAN STALL, PROVIOE ALUMINUM SIGN WITH 112" RADIUS CORNERS OIRECLY BELOW. LETTERS ANO BORDER SHALL BE REFLECTORIZED MHTE ON BLUE BACKGROUND. LETTERS TO BE 1 INCH HIGH HELVETICA MEDIUM. WITH TEXT AS SHOVVN. PROVIDE ALUMINUM SIGN WITH 1/2" RADIUS CORNERS. LETTERS ANO BORDER SHALL BE REFLECTORIZED WHITE ON A BLUE BACKGROUND. LETTERS TO BE 1 INCH HIGH HELVETICA MEDtuM, WITH TEXT AS SHOWN. 2"' NOMINAL DIAMETER GALVANIZED STEEL POST. FINISH WALKING SURFACE AT PARKJNG STALL "-!E:H-F-=H-€~ POST EMBEOEO IN CONCRETE -if', ....... 'Ffoo"-'i''rr--2000 PSI CONCRETE FOOTING. CORE DRtU. EXlSTING PAVING OR CONCRETE FOR FOOTING. DOME TOP. SKiNS CAN BE POLE MOUNTED WITHIN THE PATH OF TRAVEL OR CAN BE WALL OR POST MOUNTED OUTSIDE OF THE PATH OF TRAVEL ALL SIGNS ARE TO BE LOCATED WITHIN THE PROJECTED 'WDTH OF THE PARKING SPACE. 3 HC-PARKING SPACE SIGNAGE N10 1" = 1'-0" OPTIONAL WHITE TRAFFIC PAINT BORDER• MA"f BE INSIDE OR OUTSIDE OF MINIMUM Sll.E DIMENSION WHITE TRAFFIC P-'INT INTERNATIONAL SYMBOL OF ACCESSIBILITY ~ i!i I ~ i'i i i Is ~ 0 z ~ ~ z i z i MIN. '1'-<:f' W/ INSIDE BORDER 5 HC-INTERNATIONAL PARKING SYMBOL N10 1 112" = 1'-0" FERGUSON PAPE BA LDW IN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com L>!------ r/-=====~====~~~i,~~~~~TT~c:;:~~o,~n~o~~~~u;s:=."::PE=•=Ml=T::::::::::±::::::"!,•=· ==~=====o•~,~~110002~~~•~====⇒====~ CZ: 11 C ITE\II ~! 1 C :.\~~,~~AD I GJ r DESIGN OEVLOPMENT 031111'2022 PLAN CHECK SUBMITTAL. 0S'0&2022 l\lPfW\'L\ILJ\ l PU.f\~ J OR Temporary Fire Station 7 ACCESSIBILITY REQUIREMENTS City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 52008 ' ·' ==II 4091 D / 2f1-0" r-~-----------_-....,..,.. ___ _.__ ------- 13" • ,.. 13" •occ ,.. EXIT PLAN LEGEND NUMBER OF OCCUPANTS EXITING ROOM OR AREA. ROOM OCCUPANCY T'l'PE EXITING LOAD FACTOR FOR ROOM OR AREA(S0.FT /OCC.) ~ -SQUARE FOOTAGE OF ROOM OR AREA 11.n -....._ ROOM NAME AND NUMBER • ~ STARTING POINT FROM MOST REMOTE POINT OF EXJT ACCESS PATH Of TRAVEL CEl.lNG MOUNTED EXIT SIGN. OARKfNEO OUAORANT INOtcATEs ·exrr TEXT, ARRO'NS INDICATE DIRECTION OF TRAVEL. E REOUIREOEXrrWIOTH(INCHES) OCCUPANT LOAD SERVED PROVIDED CLEAR EXIT WIDTH (INCHES) = 0 0 -----+- SI S2 REQUIRED EXIT WIDTH (INCHES) OCCUPANT LOAD SERVED PROVIDED CLEAR EXIT WIDTH (~CHES) ACCUMULATED OCCUPANT LOAD AT EXIT NUMBER OF OCCUPANTS E)(JTING ROOM OR AREA COMMON PATH OF EGRESS TRAVEL (CPET) EXIT ACCESS TRAVEL DISTANCE (EATO) EXIT ACCESS PATI-M'AY OUT OF BUILDING FIRE EXTINGUISHER CABINET TACTILE •exrr SIGN TACTILE "EXIT ROUTE" SIGN ~TS•LJF ET M BUILD S) A1N ANO IOE N D E R REV I E \ /\ / SJ TACTl~"EXITSTA~OOW~S~N V YENERAL NOTES AREA 2. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AU EXIT SIGNS 1MTH FtELD FIRE INSPECTOR PRIOR TO NI.Y INSTALLATIONS WORST CASE CONDmONS ARE SHOWN FOR THE COMMON PATH OF EGRESS TRAVEL (CPET} AND EXIT ACCESS TRAVEL DISTANCE (EATD). 3. ALL ELECTRIFED DOOR HARDWARE INCLUDING CARO REAOERS, IN THE PATH OF EGRESS TRAVEL MUST ALLO'N EMERGENCY EGRESS AT All TIMES INCLUDING DURING A LOSS OF POWER. OPERATION VVlLL HAVE TO BE DEMONSTRATED TO TliE FIELO INSPECTOR PRIOR TO OCCUPANCY. "· EXJT SIGNS ARE COMPOSED Of BOTH VISUAL. (SEC. CBC 1013.1) ANO TACTILE (CBC SEC. 1013.-') SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 5. .. A. EXIT SIGNS SHALL 8E REAOJL YVISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL (CBC SECTION 1013.1). 8. EXIT SIGNS SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION Of EGRESS TRAVEL ANO SUCH THAT NO POtNT SHALL BE MORE THAN 100' FROM THE NEAREST V1SIBLE StGN (CBC SECTION 1013.1), C. VISUAL EXJT SIGNS AAE NOT REQUIRED IN ROOMS OR AREAS THAT REOUIREONLYONE EXITOR ~T ACCESS (CBC SEC. 1013.1. EXCEPTION 11). EXIT SIGNS SHALL BE INTERNALLY OR EXTERNAllYIUUMINATEOAT ALL TIMES. llLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (STORAGE BATTERIES, UNfT EOUFMENT, OR ON--SITE GENERATOR) THAT Vdl AUTOMATICAU Y l.LUMINATE FOR A DURATION OF NOT LESS THAN 90 MINUTES (CSC SEC.1013.6.3) THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE. SHALL BE LLUMINATED TOA LEVEL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE AT AU TIMES THE SUILOING SPACE SERVED BY THE MEANS Of EGRESS IS OCCUPIED (CBC SEC. 1008.2). FERGUSON P A P E B A L DWIN ARCHITECTS " \ C' r , , 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com 1:3 v ll ~" T ---" ---- rr-•1r,vr"'i 1v @ EXITING PLAN ,~ 1 3164" = 1'-0'" ~_,-I PROJECT 0 16 6'FT NORTH I' -=.t,i:-· --:-1 ' ----~, I No. °"'" GJ C !TEL,. ~r, 13 C ic\~k,~~AD 11 ·,-;; ,_, MINOR CONDITK>NAL USE PERMIT I 1 I 11/11)'2()21 SUBMITTAL DESIGN DEVLOPMENT 2 I 03(1112022 PLAN CHECK SUBMITTAL 3 05I06l2022 DIPflO\'l\lLI\ I' PL.\N~ I OR Temporary Fire Statton 7 EXJTPLAN City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 52008 .. J•_,, ::-11 i;:rr, -, T ,,~ 11~AX100 I ,, .. 1: ll'!t,;._ ·-· " c,-r---. 4091 GRADING NOTES (IN ADDITION TO 1HE RE:tl<JIREMENTS OF CHAPTE:R 15.16 OF 1HE CARLSBAD MUNICIPAL CODE.) t. IHIS PLAN SUPERSE!J£S AIL OIH£R PLANS PR£'>!00SlY APPROVED BY IHE CITY OF CARI.SBAD REGARDING GRADING 51/0IIN ON mis SET OF PU.NS. 2. APPROVAL OF !HIS PLAN DOCS NOT i.£SSOI OR WAI\,£ ANY PORTTON OF IHE CARI.SBAD MUIIICIPAL COO[. RESOlUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR omm ADDITIONAL DOOJIIENTS USTEIJ HEREON AS mF:Y MAY PERTAIN TO mis PRO.ECT. m£ ENCINEIR IN RlcSPa/5181.£ CHJJ!Gf: 51/A/.l. RE\1SE IHESE PLANS r.ttEN NON-CONFORMANCE IS DISC0\1£RED. J. CITY APPROVAL OF PLANS DOCS NOT REUE\£ IHE DtmDl'fR OR ENGINEIR-OF- WORK FRO/,/ RESPONSIBIUTY FOR IHE CORR£CTTON OF £RRORS ANO OMISSIONS OISCO>£RED DURING CONSTRUCTTON. AIL PLAN RE\1SIONS 51/A/.l. fJ£ PROMPJl Y SUBMITTEIJ Tl) IHE CITY ENG/NEIR FOR APPROVAL. •· A RIGl!T-OF-WAY PERMIT FROM IH[ CITY ENGINEIR tl!LL fJ£ REQUIRED FOR ANY WORK IN !fl[ PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A C£RTIF1CA TE: OF INSURANCE AS MELL AS ADDITIONAi.. INSURED ENOORSEIIENT MUST BE Fll£D NAMING ll/E CITY OF CARLSBAD AS AN ADDITIONAL INSURED IX'/ IH[ PERWTTIT'S POLICY IN 111£ MINI/JUI.I AIIOONT OF $2,000.000.00 fOR £ACH ~RFl~~~Gu~urr:..-~g\NSW,Jg 91:,J'A~Y 51,ni~rr:~lffeC~~var CW BETTER AS fSTABI.JS1@ BY .BfST:S-KEY RATJNC 00/DE: 5. NO WORK SHAU. fJ£ COMMENCED UNTIL ALL PffilJITS HA\£ BEEN OBTAINED FRO!/ !fl[ CITY AND 011/£R APPRCPRIATt AGENCl£S. 6. APPROVAL OF IH[SE P!ANS BY 111[ CITY £NGIN££/! 00£5 NOT AUll/ORIZF: ANY WORK OR GRADING TO 8£ PERfORI/ED UNTTL IH£ PROPERTY OIIN£R"S P[RIJISSION HAS BEEN OBTAINED AND A VAUO GRADING P£Rl./lf HAS BEEN ISSUED. 7. NO ROISIONS IIILL BE IIAOC TO IHESE: PLANS Ill/HOOT TflE IIRIT!EN APPROVAL OF !fl[ CITY ENG/NrrR. NOTEIJ tll!fllN IHE REVISION BLOCK, ON M APPROPRIATt 51/fET OF Tl£ PLANS AND Tl£ TillE SHEET. 8. ORIGINAL ORAll!NGS 51/ALL BECOME IH[ PRDl'fRTY OF IHE CITY UPON 8£/NG SIGNED BY IH£ CITY ENGINEER. 9. IH£ ORIGINAL DRAll!NG 51/ALL 8£ R£vt5£D Tl) RUI.ECT AS-BUILT CONDITIONS BY IH£ ENGINEER-OF-WORK PRIOR TO FINAL ACTEPTANCE OF TH[ WORK BY IHE CITY. 10. ACCESS FOR FIRE ANO OIHER EM£RGENCY VEHICLES 51/ALL 8£ MAINTAINED Tl) 111£ PROJECT Silt AT A/.l. 1111£5 DURING CCWSTRUCTION. ff. ill/ER£ TRENCH£$ ARE tll!fl/N CITY E:ASEIIENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY 51/fET, (B) LABORATORY WORK 51/fETS AND (C) COIIPACTio-1 CUR\,£5, 51/ALL 8£ SUBIJITltD BY A PROFESSIONAL ENG/NEDI OF !fl£ STA Te OF CA/JfORNIA. PRING/PALLY DOING BUSIN£55 IN IH[ FIE11) OF APPiJED SOILS MECHANICS. !fl[ sotLS REPORT IIILL 8£ SUBMtTTEIJ ro IH[ CITY ENGINEERING INSPE:CTOR tll!fl/N TWO WORK/HG OA\'S OF IH[ COI/Pl£TION OF FIW/ TtST5. 12. A SOILS COMPACTION REPORT AND COMPUANCE 1£R/FICA TION REGARDING AOHERENCE Tl) RECOMMENDATIONS ()IJTLJNED 11; mE SOILS REPORT IS REQUIRED PRIOR TO Tl/£ ISSUANCE OF A BUII.D(NG PERMIT. ALL CONTRO..LED GRADING SHA/.l. BE DONE UND£R IH£ DIRECTIIX'I OF A PROfESSIONAL ENGINEER OF IHE STA Te OF CAUFORNIA PRINCIPALLY DOING 8US/N£SS IN !fl£ FIW/ OF APPUED SOILS MECHANICS. ALL FILL OR FUTURE FILL AR.AS 51/ALL 8£ CONSTRUCTEIJ IN ACCORDANCE tllm m£ CITY OF CARlSBAD STANDARD SPE:CIFICA TTONS AND THE • E:ARIHWORK SPE:CIF1CA710NS • ATTACHED Tl) IH£ F'RD.JMtNARY SOILS /Nl-£5TIGA110N. DAILY FIW/ COMPACTION REPORTS IIILL 8[ S/.18"'/TTEIJ TO !fl£ PRO.ECT /NSPE:CTOR. 1J. A PRfCt'WSTRt/CPDN MffilNG SHAU Rf HD Q AT Iltf Sllf PRICE TO [Hf RfGIWi/NG OC MQ?K ANO 5ffAl I Rf ATTfNDfP BY All B'f'P8FSfNTATIITT Wrf~ 'Wir'Wk006lfo-i'd:i11,.%73: ~f1lf.Vl&lfl'/Mf&ilim$/'Jf MEETING BY CALUNG IH£ INSffCTION UN[ AT (760) 4J8-J891 AT LEAST Fl\,£(5) WORKING DA rs PRIOR TO STARTING CCWSTRUCTio-1. THE CCWTRACTOR l!!LL IHEN 8£ CCWTACTED BY THE PRO.£CT INSPECTOR TO COORDINATt A DAit ANO TTME FOR TflE PR£CONSIRUC110N MEETING. APPROVED DRAIIINGS MUST 8[ AVAII.ABI.E PRIOR ro SCIIEDUUIIG. 11-1£ GRADING P£11MIT tl!U Bf PRO',!DED BY THE: PRO.ECT 11/SffCTOR AT IHE 1/fETING. t4. Al I fNsPfCVON RfOIJfST5 PTHffl UfAN fQR PRfCONSlRJJCDON MffDNG lffi I OC AJAOF ar CAtl ING THE fNGUfffRING 24-HOfJR /NSP:fCllOO Rf0Hf5T /IN£ AT {76Q) :t.JB-3891 'NfiCPON R(OO£Sl MUST Bf R(CO\fP PRJOO ro z· oo PM ON IHE QAY BEFORE THE INSP{CTTON ,s NEEDED. 111SPEc110Ns mu B£ MAD£ M NEXT WORK DAY UNLESS YOU RtQU£ST om£Rtll5£ RtQUf:STS MADE AFTER 2; 00 P.W. IIILL BE SCIIEDULED FOR TWO Ri!.L WORK OA \'S lA !ER. 15. Tl£ 0111"/ffi AND/OR N'PUCANT 11/ROUGH TrlE DOUDl'fR AND/OR CCWTRACTOR SHA/.l. OCS/GN, CONSTI?UCT ANO MAINTAIN ALL SAFITY D£\,!c:n. INO.UDING 51/0RING, AND SHA/.l. BE SO!£L Y RESPONSIBLE FOR CCWfORMING ro ALL LOCAL. STATt AND FEDERAL SAFITY ANO HE:ALIH STANDARDS, LAWS AND REGULATTONS. 15. M CCWTRACTOR 51/ALL CONFORM TO L.A8CR COO£ SECTION 5705 BY SUBMITTING A OETA/L PLAN ro M CITY £NGIN££/! AND/OR CONCERNED AGENCY 51/0tl!NG mE DESIGN OF 51IORING. BRACING SI.OPING OR OTH£R PROVISIONS ro fJ£ MAD£ Of' WORl<ER PROTE:CTION FRCN !fl[ HAZARO OF CA\!NG GROOND DURING IHE EXCAVATTON OF SUCH TRENCH OR IRENOIES OR OUR/NG IHE PIPE IN5TAl.l.A710N IHER!JN. .THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl\,£ FEET (5') OR MOR£ IN OEPIH AND APPROW BY TH[ CITY ENG/NEDI AND/OR CCWCERr/£0 AGENCY PRIOR TO EXCA VA 110N. I I. NO BI.ASTING 51/A/.l. B£ PERfORMED UIITIL A VA/JD BI.ASTING P£RI.//T HAS BEEN OOTA/1/ED fllOM TflE CITY OF CARLSBAD. SUBMIT APPUCATTON FOR B!A571NG PERMIT l'tfl.L IN ADVANCE Of' IH£ SCHEDUUNG OF 8LA511NG CffRATIONS. 18. IF Alff ARQ!AEQLQGICAL RESOORC{S ARE DISCQ\£R£D llfIHIN ANY m< AREA DURING CONSTRUCTION, CftBAijq,IS JIili C£AS( fl,fM£1)1A/llY AN/J THE P£11MITTEE tl!LL N071fY TflE CITY ENG/NEIR. CPEl'IATIONS IIILL NOT RESTART UNTIL TflE PERMITTEE HAS RECSVED tl!llrrr:N AU!flORITY FRO!/ 1HE CITY ENGINEIR Tl) DO SO. 19. ALL Dl'fRATIONS CCWDUCTEIJ ON IHE Silt OR ADJACENT IHERITD, /NO.UOING WARMING UP, REPAIR, ARRIVAL. OCPARTURt al OPEJIA 71/X'I OF TRUCKS. EARIHMO\!NG EQUIPMENT. CONSTRUCTION [OU/Pt.lENT AND ANY OIH£R ASSOCIATED GRADING £QUIPIIENT SUALL 8£ UM/TEI) TO IHE PERIOO BEIWEEN 7:00 AM. ANO 6:00 P.11. EACH DAY. MONOAY IHRU FRIDAY ANO NO E:ARIHl/0\!NG OR GRADING O/'£RA110NS SHALL Bf CCWOUCTED ON l!UKENDS OR HOUOAYS. (A UST OF CITY Ha./DAYS 15 AVAII.ABI.E AT TflE ENGINWIING DEPARTMENT COUNIER.) mww~~WITT~OC~WMllif@=@wK CITY ENGINEER FOR APPROVAL TI!Q fUU WORKING DA rs PRIOR ro BEGINNING Of WORK. 21. IMPORT MATERIAi.. 51/A/.l. Bf OBTAINED FROII, ANO WAST[ MA!ERIAL 51/A/.l. 8[ OCPOSITEIJ AT. A Sile APPROW BY IHE CITY ENGINEDI. llif CQNZBACTOR .9:1ALL Bf R£SPDN:mt f EPB ANY DEBRIS 00 DAMAGE OCCURfflNG Al.O\'Q THE HAUL ROUTES OR ADJACENT STREEIS AS A RESUI. T Of llif GRADING CHRA RON. 22. BRl/511 SHALL BE RfMO\flJ o-/L Y tl!IHIN 1HE AREA TO Bf GRADED. NO IRfES ARE TO fJ£ REMO\flJ VI/LESS SPECIFICALLY NOTEIJ ON THE PIAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING R£SULTING Ill TflE PONDING OF WAID! IS NOT P£11MITTEIJ. AIL EARTHEN SWAL£S AND DITCHES SHALL HA\,£ A MINIMUM o-1£ P£RCENT Sl.Wf. 24. IHES£ Pl.ANS ARE SU8.£CT ro A SIGNED AND APPROVED Stl!'f'f' AND/OR SIT OF EROSION CON TROt PLANS. EROSION CONTROi. 51/A/.l. BE AS 51/0IIN AND AS APPROVED BY IHE CITY ENGINEIR DR AS DIRECTEIJ BY IHE PRO.ECT INSPE:CTDll. 25. ALL Sf.OPES 51/ALL BE IRtMMED Tl) A FINISH GRALi£ TO PROOUCE A 1/11/FORI/ SURfACE ANO CROSS SECTTON. 1HE SITE: SHALL BE LEFT IN A //£AT AND ORD€Rt y CONOITTON. ALL STONE$. ROOTS OR omER DEBRtS 51/ALL BE REMOl'Ell AND DISPOSED OF AT A Sile APfflOVED OF BY IHE arr ENGINEIR. 26. ALL Sf.OPES SHALL BE /RRIGA TED, STABIUZED, PLANTEIJ ANO/rxl HYDROSEEOED l!!THIN !EN (10) DA rs OF !fl[ 1111[ tl!IEN Q,Q!. SI.OPE IS BROOOIT ro GRAD£ AS SHOIII"/ ON IH[ APPROVED GRADING PLANS. 27. LANDSCAPING SHALL 8£ ACCOIIPUS11ED ON ALL $!.OPES AND PADS AS Rf:OUIRED BY IHE CITY OF CAR!.SBAD LANDSCAPE MANUAi.. THE LANDSCAPING PLANS FOR 11115 PRO.ECT. DRAWING NO. 457-IM, AND/00 AS OIR£CTED BY !fl[ CITY ENG/11££11 OR PLANNING 0/Rf:CTOR. 28. IH[ 0111-1£11/APPUCANT 51/ALL IHSURE mAr ALL CCWTRACTORS SHALL COORDINATE: !fl[ WORK OF IH£S£ GRADING PLANS tl!IH !HAT 51/0IIN ON BOIH IHE LANDSCAPE AND IRR!GA TION Pl.ANS ANO mE IMPR0\0/ENT PLANS J.S R£0UIRED FOR THIS MlRI< IN ACCORDANCE 111TH IH[ LANDSCAPE MANUAi. 7/ME REOOIREMENT5. 29. ill/ERE AN EJ<IS71NG P/Pf UNE IS Tl) 8£ ABANDIX'IED AS A R£SUL T OF Tl/£ GRADING OPERATION, IT 51/A/.l. BE REMOVED tll!fl/N 11\ENTY Fr£T OF BUILDING OR STREET AR£AS AND REPI.ACE/J tl!TH PRCHRL Y COMPACTED SO!LS. IN OIH£R AlltAS THE PIPE tl!LL OC Ptu= ti! TH CONCR£rE OR REMOVED AS APPROVED BY IHE CITY £NGIN££/!. JO. IHE CONTRACTOR SHALL \'ERIFY THE LOCATTON OF A/.l. EXISTING FACIUR£S ( ABO\-£ GROUNO MID UNOER GROOND ) ll!IHIN IHE PRO.ECT Slit SUFFICIENllY AHEAO OF GRADING TO PERMIT IHE REVISION OF TflE GRADING PU.NS If IT IS FOUND THAT TflE ACTUAL LOCATIONS ARE IN CCWFUCT t!!IH TH£ PROPOSED WORK. JI. IHE CCWTRACTOR SHALL IIOTTfY AfITCTEIJ UTIUTY COMPANIES (SE£ BELOW) AT L£AST 2 fl/LL WORKING OArs PRIOR Tl) STARTTNG GRADING NEAR /HEIR FAC/LJTTES AND SHALL COORD/NATt m£ WORK t11m A COMPANY REPRESENTA711-£. UNO£RGROUND SERVICE ALERT (DIG ALER!) Bfl SIJClt£ i8ifl-734J ATU 619 237-2787 SPECTRUM CAB'.£ 8 >)227-2600 COX COMMUNICATIONS 619)262-1122 CITY OF CARlSBAD(SIRfETS di STrnM DRAIN) 1760)~2980 'CITY OF CARI.SBAD(SE1!ER. ll'AIER di R[CUJMED WATER) 760}4.JS-2722 'SAN DIEGUITO WA 1ER 0/SIRICT 760~.JJ-2650 ,LUCADIA WASTtWA 1ER Dl51RtCT 760 75J-0155 'VALLECI ro5 WATER OISIRtCT 760 7-1-4-0450 '()(J\-£NHAIN WAIER DISIRICT 760 753-6456 'BUENA SANITATION 0/SIRICT (760)726-1.UO xlJJO 'AS APPROPRIA It J2. PERMlf COMPLIANCE REQUIREMENTS: A [OR @IBQ!Lfl) CRADl(jp -IHE APPUCANT HJR£S A Cll1L ENGINEER, SOILS ENGINEER, AND/al GEDI.OC/ST TO GI\,£ TE:CHNICAL AD"1CE. OBS£R"! AND CCWTROt IHE IIORK IN PROGR€SS {15-16.120 AB/ CARLSBAD MUNICIPAi.. COOf. 8. ffl1Cii ro CCWPlfllDN C£ CRADIHG mlR/\'. mE FOU.OIIING R£PORTS MUST BE SUBMITTEIJ TO IHE CITY ENGINEIR >IA TflE PRO.ECT INSPE:CTOR PER SECTION 15.16.120 OF Tl£ CARtSBAD IJUN/C1PAI.. CODE: (1) FINA/. REPORT BY SUPER>ISING GRADING ENGINEIR STA TING ALL EROSION CONTROL NOTES t. IN CASE DlffiGENCY IO\'.n' 15 REQUIRED, CONTACT STEVEN STtWART AT 160-60275-43. 2. £QUIPMENT ANO WORK£R5 FOR EM£RGENCY WORK SHA/.l. 8£ MALI£ AVAILABLE AT ALL TIIIES DURING Tl/£ RAINY SEASON. AIL NECESSARY MATtRIALS SHALL 8£ STOCKPILED ON Silt AT CCWWIENT LOCATIONS TO FACIUTATt RAPID CCWSTRUCTTON CX' Tf.MPORARY 0£vtCES ill/Eli RAIN IS EMINENT. J. FOR PRO.ECTS CO\'ERED BY STATt S!iPPP/l'rDIO. Ill ACCORDANCE tl!TH IH£ CONSTI?UCTTON 0R0£R ISSUED BY IH[ CA/JfORNIA REGIONAL WA 1ER 0/JAUTY CON TRDI. BOARD, IH[ %'fu"J,<&i ={)/_ 'ft~J'W$nf~?tff PDA~Affn:~Ol~~I"'/; rfff p~'g._ mE UPOA!Ell Wl'C PLAN ANO UPOA!Ell Sl!PPP 51/A/.l. 8£ KEPT AT mE PRO.ECT Silt AND MAD£ AVAIL"8!£ TO TH[ arr INSPE:CTOR. ADOITTONAL CONSTRUCTION B!fp•s BEYONO IHE ORIGINAL APPROVED Sl!PPP SHALL BE PROVI/JED TO ADOR£55 Silt CCWDITIONS NOT ANTICIPATED. IH[ OSP 51/ALL REPORT BMP DUICIENCl£S Tl) IH[ CITY INSPE:CTOR. IH£ QSP SHALL OBTAIN APPROVAL FROM IHE OUAUFIED Slll'PP Dnfl.CPEl'I AND IHE CITY /NSPE:CTOR REGARDING ANY SIGN/FlCANT CHANG£$ TO £/1,/P OCPLOYMENT. •· !HE CIX'ITRACTOR SHALL RESTORE ALL EROSION CCWTRDI. 0£"1CES Tl) WORKING ORO£R TO TH£ 5A RSl"ACTTON OF mr CITY ENGINEER AFTER £ACH RUN-OFF PROOUCIIIG RAINfA/L 5. Tl£ CONTRACTOR 51/ALL INSTALL ADDITIONAi.. £ROSIOO CIX'ITROt 11£ASIJR[S AS IIAY BE REOUIRED BY IH[ CITY ENGINEER OOE TO UNCO/,/Pl£1EI) GRADING Dl'fRA TIOOS OR UNFORfSEE/1 CIRCUMSTANCES i\11/CH AIAY ARISE. 6. mE CONTRACTOR SHALL OC RESPONS/81.£ ANO 51/AI..L TAKE N£CESSARY PR£CAUTI005 TO PRE:VENT PUBUC IRfSPASS ONTO AREAS ill/ERE IMPOONOED WA 1ERS GR£A Te A HAZARDOOS CONDITION. 7. ALL EROSION CIX'ITRDI. MEASURES PROVIDED PER THE APPROl'Ell SIIPPP ANO/OR EROSION CONTROi. Pl.AN SI/ALL Bf /NCORPORA TEIJ HEREON. 8. GRADEi) AREAS ARO/JNO IH£ PRO.ECT PffifMEIER MUST DRAIN AWAY FRDM 1HE FACE Of' SI.OPE: AT mE ccwa.uSION OF E:ACH rlORKING DA r. 9. A/.l. REMOVABLE PROTtCTIVE OCVICES SHOIII-I 51/A/.l. 8£ IN Pl.ACE AT mE ENO OF £ACH WORKING DAY ill/EN IHE Fl\,£ (5) DAY RAIN PRWABIUTY FORECAST EXCEEDS FIITT PERCENT (50%). SILT ANO omm OCBR1S SHAU. 8£ REMOVED AFTER EACH RAINfA/L 10. A/.l. GRA IQ BAGS 51/A/.l. fJ£ BURLAP m>f tl!Tfl J/4 INCH 11/HIMUM AGGREGRA Tr. ti. 51/()IJLO GERMINATION OF HYOROSEEDED Sl.lFfS FAIL Tl) PROVIOE EFFECRVE C01£RAG!: OF GRADED SI.OPE:$ (90% C01£RAG£) PRIOR TO NOIE!IBER t 5. Tl/£ Sf.OPES 51/ALL 8£ STABIUZED BY PUNCH STRAW /NSTA/.l.ED IN ACCORDANCE t!!IH SECTTOO J5.02J OF IHE EROSION ANO SEDIMENT CONTROi. HANDBOOK OF IHE OCPAR1MENT OF CCWS£RVA TTON. STATE: OF CAIJFORNIA TEMPORARY EROSION CONTROL PI.ANTING AND IRRIGATIO. GRADING IS COI/Pl£TE: A/.l. EROSION CCWTRDI.. SI.OPE PLANTING ALL PERMANENT ANO TEMPORARY EROSION CONTROt Pl.ANTING AND IRRIGATION 51/A/.l. BE AND IRR!GATION ARE INSTALLED IN CONFORMANCE Mm CITY tNSTAU.£D AND MAINTAINED AS RfQUIR£D Ill SECTION 212 OF IHE STANDARD COOf ANO THE APPROl'Ell PLANS (OBTAIN SAMPLE OF COMPLIANCE SPWFICA RONS ANO IHE FOU.01111/G: LETTER FRO!/ CITY ENGINEERING 0EPARTMEN1). A HYDROS£ED/NG SHAU. Bf APPLIED TO: (2) AS-BUILT GRADING Pl.AN. I. ALL Sl.lFfS IHAT ARE GRADED 6: t (HORIZOOTAL TO 1£RTTCAL) OR STEEPER ill/EN (J) REPORT FRCN IH[ SOILS ENG/NEDI, r.11/CH INO.UO£S MY AR£: RtCOMMENOED sm li£ARING CAPAC/TIE$. A STATEMENT AS TO a. TH/?ff f[IT DR MOR£ IN H[IGHT ANO ADJACENT TO A 1HE EYJ'ANSI\,£ QUAUTY or mE SOIL., AND SUMMA/It£$ OF PLJBLJC WA/.l. OR smrrr. FIW/ AN/J LABORATDllY TtST5. IHE REPORT 51/ALL ALSO b. ALL SI.OPES 4 FEET OR MORE IN HEJGHT. /NO.VD£ A STAIEMENT BY 111£ SOILS ENGINEER mAT mE 2. AREAS GRADCO FI.Am:R mAN 6:t ill/EN ANY OF Tl£ FOU.OIIING CONDITIONS GRADING WAS DIX'/£ IN ACCORDANCE tl!IH IHE REQUIREMENTS AND EXIST: VICINITY MAP INDEX OF SHEETS 51/fET I ................... TIJlE 51/ffi 51/EET 2 •.................. DEMa./1/0N PLAN 51/EET J ................... GRADING .t UTIUTY PLAN 51/EET 4, 5................ OCTA/LS SHEET LEGAL DESCRIPTION PROJECT ADDRESS 4500 CARI.SBAD 81. ,0 CARLSBAD. CA 92008 DEVELOPER ~~ 1:e(s~eB R---=NO~: fJ;~iJN o Eff~a:ev1 Ew (6) PERM/TTEIJ WAIL FINA/. INSKCTION REPORT. B-Hl!lROScEOCIJ AREAS 51/ALL BE IRRIGATE!) IN ACCOROANCE tl!TH IH£ FOU.Otl!NG REFERENCE DRAllINGS JJ. r;~Dl~NGCIPERMc" ~~r~/T :n/SSUED ~!fl/NI =ic ~O Wif~~,™8511~!'!11~'!'!'!'·· 1 0 34. IN ACCORDANCE S ~ SJ: S. S II f~CI All~~ E B£NCHMARK FOR lHIS SURVEY IS R.O.S. fi:s~';gf ~SCH~~ 00111-15~. ~1/&ats ~s;: 8[ ~ TO :/;:T b. GREATER . IHAN 8 l'ITT IN HDGHT 51/ALL El£ WAIERED BY A SATTSFACRON OF mE CITY ENGINEER. ~~::1~%~~A~LOW PR£CIPITA11o-/ SPRINKLER HEADS "DECLARATION OF RESPONSIBLE CHARGE" 2. AREAS Sf.OPED LESS THAN 6: t SHALL 8£ IRRIGATED AS APPROl'E!l BY IHE CITY I HEREBY OCa.ARc IHAT t AM THE ENG/I/EDI OF WORK FOR IHIS PRO.ECT, IHAT I ENGIN£!R, PRIOR TO HYDl!OSE£D/IIG. THE 0£\£LOPER SHAU. SUBMIT A PROPOSED HAI-£ EX£RC/S£D RrsPa/5181£ C/iARGE 01£R !fl£ DESIGN OF THE PRO.EGT AS DEFINED SCHEI,/[ TO PROVIDE IRRIGATION TO THE CITY ENGINEER. IHE PRCFOSAI.. 51/ALL fJ£ IN SECTTON 670J Of' 11-IE BUSIN£55 ANO PROFESSIONS COO£. MID mAT !fl[ 0£5/GII IS SPE:CIFIC REGARDING mE NUW8£F/5, TYP£5 AND COSTS OF IHE ElDIENTS OF IHE CONSIS!ENT 111TH CURRENT STANDAROS. M PROPOSED S\'SIDI. t UNDERSTAND mA T IHE 0/[CK OF PRO.ECT ORAll!NGS ANO SPE:CIFICA 1/0NS BY THE J. IRR1GA 110N SHALL IIAINTA/11 111£ MOISTURE LOU OF mE SOIL AT IHE c,,nMUM CITY OF CARLSBAD DOCS NOT RElJ[\,£ M[. AS ENG/NEIR OF WORI<, OF 1,/Y L£\£Z. FOR IHE GROWTH OF IHE H'/DROSEEDED G'iOWTH. RESPONSIB/UTIES FOR PRO.£CT DESlGII. C. HrDROSEEDING MIX 51/ALL CONSIST OF AIL OF !fl£ FOU.Otl!NG: FIRM: SNIPES-DYE: ASSOCIA1£S ADOR£SS: B348 CENTER ORI\,£, SUIT[ G CITY, STA It: LA MESA. CA 1Fl£ffl0N[: 619-697-92~ BY:---------------MA TmEW P. KURTZ R.C.E: NO.: 7954o Rf:GISTRA TTON EXPlRA TION IJA It: 09-J0-22 DATt: ______ _ SOILS ENGINEER'S CERTIFICATE ~D"'rr:=CH~N"'1c"'AL=) ~[N~Gl=N1o=ER~OF'==11-1~E~S~T.~A=TE~OF~C-AU~r=DR=ri,A~ p~<;i1fil~ <£i'1iL{ BUSINESS IN 1HE FIELD OF APPUED SOILS MECHANICS. HEREBY CERTIFY 1HA T A SAMPUNG AND STIJDY OF 11-1[ SOIL CONDmONs PRtVALENT l'l!THIN 11-115 SITE: WAS MAD[ BY M[ OR UNDER IJY DIR£C110N BITI\ITN lHE DA TES OF COPl=~E=s~OF=-m=.~s=Dli.l~EP-OR-r AN~=pt~LEO~-FR=OM~-rn=,s~=sn,5~--W-rn ~ RECOMIJENDA TIONS, HAS BEEN SUBMITTED TO 1HE OFFICE OF 111[ CITY ENGINCtR. SIGNED: G.E./P.E. 110.: ___________ _ IJATE:: --------------- UCENSE EXP/RA 1100 DA TE: OWNER'S CERTIFICATE t ( Vit: ) HER£BY CERRFY 11-IAT A RtGISTE:RED SOILS E:NGINE£R DR GEOLOGIST HAS BEEN DR IIILL BE RETAINED TO SUPERVISE OIER-AL.L GRA/JING ACTIVITY ANO ADVISE ON 1HE COMPACTION AN/J STABIUTY OF 1HIS Sil£ IF' 11-1/S PROJECT/OCVELOPMENT IS SUB.ECT TO A STA1£-REGLJLATE:0 Sllf'PP, I .J/IQ ALSO AGREE A OUAUF1ED 51\PPP PRACnTIDNER ~r{~ip W1~~J:E i:r,1/i:ti<t c~°uF~5:1~siW&W'Jr= Aro MUNICIPAL PERMIT, LA TE:ST VERS/00. STEVEN STE:WART DATE: SOURCE OF TOPOGRAPHY PROJECT LOCATION IHIS PRO.ECT 15 LOCA!Ell WIH/N ASSESSORS PARCEl NUIIBER(S} 210-010-4700 I. S£ED MIX SHALL CCWSIST Of' NO LESS THAN: a. 20 tbs. PER ACR£ OF ROSE a.o\'ER b. 20 tbs. PER ACR£ OF ZORRO FESWE c. J lbs. PER ACR£ OF E SCHOOi. CIA CAUfORN/CA d. • lbs. PER ACRE OF ACH/LL£A MtLl.ERlLJA e. J lbs. P£R ACR£ OF A/. YSSUM (CARPET OF SNOW) f. 1/2 lb. PER AC(?£ OF 0/MORPHOI.ECA g. ITEMS c,d,e, AND I Of' !HIS SUBSECTTON MAY Bf OIJITTEIJ o-1 LOCA RONS ilHERE THE AREA BEING HYDROSE:EVED rs NOT "15/BI.£ FROM [J1fl£R A PUBUC STREIT OR R[SIOENTIAL STRUCTURES. h. ITEM a OF IHIS SUBSECTION MUST B[ INOCULATED IIIIH A NITROGEN FIXING BACTERIA ANO APPUED DRY EIIH£R BY ORIWNG OR BROADCASTING BEF'ORE HYIJROSEEl)fNG. ALL SUD MATERIALS SHALL fJ£ TRANSPORTED TO IHE JOBS/TE: IN UNOPENED CONTAIN£RS tl!!H 1HE CA/JfORNIA DEPARTMENT OF FOOD AND AGRICUL1UR£ C£R11FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. No-1--PHYro-TOXIC IIETTING AGENTS MAY 8£ A00ED TO Tl/£ H'IIJROSEED Sl.URFIY AT 1HE OISCRfTION OF THE CONTRACTOR. 2. TYP£ I MULCH APPUED AT TH£ RA Te OF NO LESS THAN 2000 lbs PER ACR£ TYP£ 6 MULCH (STRAW) MAY fJ£ sussnTUTEIJ. AIL OR PART, FOR HYVRAUUCJ.I.LY APPUED FIB£R MATtRIAL. ill/EN STRAII' IS US£D IT MUST BE MICHORED ro IHE Sf.OPE: BY MECHANICALLY PUNCHING NO LESS mAN 50% or 111£ STRAW INTO 1HE SOIL J. FER71UZER CONSISTTNG OF AMl/00/UM PHOSPHATt SUI.FAT[. 16-20-0. tl!IH 15% SI.JLPHUR N'PUED AT THE RA Te OF 500 tbs. PER ACR£ D. AREAS TO 8£ HYOROSEE!JED 51/ALL 8£ PRE:PARED PRIOR Tl) HYDROSEED/NG BY: I. ROUGHENING THE SURfACE Tl) BE PLANTEIJ BY ANY 00 A COIJll/NA710N OF: a. TRACK WAL.KING Sf.OPES STEEPER mAN 6: I b. HARROtl!NG AR£AS 6: t OR Fl.A T1ER TflAT JI.RE SUFFICIENll Y FRIAB/.£. c. RIPPING AREAS THAT tl!LL NOT BREAK UP USING I IDIS a OR b ABO\-£. 2. CCWDITIONING IHE SOILS SO IHAT IT IS Sl/lTAB/.£ FOR P!ANTIIIG BY: a. AD.A/STING M SURFACE SOIL MOISTURE TO PR0\10£ A DAMP BUT NOT SATURATED SEED BED. b. THE AD0/1/0II OF SOIL AMENDMENT$. PH ADJJSTMENT. L£ACHING CO>£R/NG SAi.Jr/£ SOILS TO PROl!OED VIABLE COND/1/0NS FOR GROWTH. E: HYDROSEEDED AREAS 51/ALL 8£ MAINTAIIIED ro PROVIDE A IIGOROOS GROWIH UNnL mr Tl£ PRO.ECT IS P£RI./ANEN1l Y LANDSCAPED al, FOR AREAS ill/ERE HYOROSUDING IS mE THE PERMANENT LANDSCAl'111G, UNRL 111[ PRO.ECT IS COIIPl£TEI) ANO ALL BONDS RELEASED. F. ALL Sl.lFfS 51/A/.l. HAVE IRRIGATION INSTA/.l.ED AND BE STABIUZED, PLANTEIJ AN/J/OR HYOROSEEOED IIIIHIN TEN (ID) DA rs OF mE 1/ME ilHEN £ACH Sf.OPE IS BROUGHT TO GRADE AS 51/0IIN ON Tl/£ APPROVED GRADING PLANS. AN APPROVED EROSION CONTROt PRODUCT (R£CP) 51/ALL fJ£ INSTA/.l.ED PER EC-7 IF !HIS REQUIREMENT CANNOT 8£ MET. JJT[. EXCELS/al OR STRAW Bt.ANKET IS UNACTEPTABLE. G. SHOOLD GERM/NA noo OF HYOROS[EO fAIL ro PROIIDE EFFICIENT COWAGE (110 LESS IHAN 70%) PRIOR TO OCTOBER I, TH[ Sf.OPES SHALL BE STABIUZED BY AN APPROVED RfCP. JJT[. D<CEl.SIOR AND STRAW BLANKET 15 UNACTEPTABI..£ H. LANDSCAPING SHALL Bf ACCOMPLISHED ON ALL Sf.OPES ANO PADS AS REQUIRED BY 1HE CITY LANDSCAPf MANUAL. IHE LANDSCAPf PLANS FOR 11115 PRO.£CT OR AS DIRECTEIJ BY IHE CITY ENGINEER OR CITY PLANN£R. ELEVATION = DATVM: EARTiflfORK QUANTITIES CUT: _ CY FILL: _ CY EXPORT: _ CY REMEDI~ _ CY TOTAL LOT AREA • _ ACRES roTAL 0/5TIJR9ED AREA • _ ACR£ (THIS AR£A INC/.UOCS BUT IS NOT Ul,//!Ell Tl) Off-SITE: WORK /NO.VO/NG PUBLJC /MPROIEM!JiTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EOUtPIIENT STAGING AR£AS. CONSTRUCTTON WORKER FOOT TRAFFJC, SOIL/GRAIU PILES. UTIUTY TRENCHES. BACKFILL curs AND Sf.OPE KEYWA \'S) TOTAL R£PU.cai IMP£RVIDU5 AREA • _ ACR£ TOTAL PROPOSED 11./PER'AOUS AR£A • _ ACRE .l;A]J]10N; LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE APPROXIMA 1E AND SHALL BE VERlnEO BY CONTRACTOR PRIOR TO CONSTRUCTION. ENGlHEER OF WORK 6 D !inipe•-Oye ,.•.aciat:e• d vil engineer. 11nd land •urveyar• 834.B CENlER DRIVE. Sl'E. G. lA MESA, CA 91942 lEL£PHONE (619) 691-9234 F"AX (51!il) 460-20.1.3 MATTI-IEW P. KUR:TZ R.C.E. 79~5 EXPIRES 09-30-22 OESCR;PtlON "41NOR CONDITIONAL USE PERMIT SUBMITTAL DESIGN DEVELOPMENT PLAN CH£.CK SUBMITTA,l ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE !fl£ GRADING WORK 51/ALL CCWSIST OF mr CONSTRUCnON or AIL curs AND FILLS, ROIEOIAI.. GRADING. ORAINAGE FACIUTIES. EROS/00 CIX'ITRDI. FAC/URE5, AND PLANTING OF PffiMAIIENr LAIIDSCA1'1/IG ANO PRE:PARARON OF AS-BUILT GRAD/NG PLANS. AS-8UILT GEO/.OCIC MAPS AND REPORTS. ALL AS SHOlll"I OR REOOIRED 00 IH/S SIT OF PLANS AND IH£ G/TY STANOAROS, SPE:CIFICATIIX'IS. Rt0/JIREMENT5. RESDI.U71o-/S AN/J ORDINANCES CITEIJ 00 THESE PLANS. mE GRADING IIORK 51/ALL Bf PERfORIIED IN ACCORDANCE tllm mi: FOLLOIIING OOCUMENT5, CURRENT AT IHE TIME OF CCW5TRUC110N, AS 0/Rf:Cl'tD BY mE CITY ENGINEDI. I. CARt.S8AD MUIIICIPAL COO£ 2. CITY Of' CARLSBAD ENGINEERING 5TANDAROS J. IHIS SIT OF PL.ANS ◄. RtSOlUTION 1/0. ___ OATEIJ ____ _ S. IHE STANDARD SPE:C/FICATIONS FOR PUBLJC WORKS CCWSTI?UCTTON (GREEN BOOK) 6. SOILS REPORT ANO RECOMMENDATIONS BY_ 7. M $.AN DIEGO REG/o-/AL STANOARO DRAWINGS AND AS MAY 8[ MODIFIED BY TflE CITY OF CARLSBAD STANDAROS. 8. CA/.JFORNIA COASTAL COMMISS/o-1 0£\QDPMENT PERMIT CCWD/TIONS DATED ___ r,µL-____ _ 9. ENVIRONMENTAL APPROVAL OOCUIIENTS DA TEI) --JJ,tA----- 70. STORM WAIER POILUnoo PREVENTION PLAN,----------PLANS) PREPARED BY SNIPfS-OYE ASSOCIATES. IIDI/J NO. ___ ,,,_,,.___ ____ _ fl. STORM WAIER QUAUTY MANAGEMENT PLAN BY !ib,. DATE !ib,. 12. CAIJFORNIA STORM WAIER 0/JAUTY ASSOOATio-1 BMP CONSIRUCTTo-1 HANDBOOI< AND CAL TRANS CONSTRUC710N SIIE BMP MANUAL. LEGEND /MERQJfMfJil :i1MJll flJJ!Jillit RIGHT-OF-WAY ExrSTING CIX'ITOUR ExrSTING El£VA 110N EX/STING AC. PAIE!IENT EXISTING= PAVEMENT EXISTING EI.ECIRtCAL CCWOUIT EXISTING GAS UN[ EXISTING STORM DRAIN UN[ EXISTING SEIER UN[ EXIS71NG WA n:R UNE: PROPOSED Sc'IIER UNE PROPOSED WA 1ER S£RVI PROPOSED FIRE S£RIICE 0.5/11/22. 0/0f>/'2 DAT£ l'IITIAl. 0A ~ INITlAL on£R AF'PROVAL CITY APPROVA.L -------21e-- .. 'l~:: ,;7 I . .:, so s --I\' --5--XX LF ---w---XX LF XX LF IFERGUSON PAPE BALDWIN ARCHIT ECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619231 0751 www.fpbarch.com 'AS BUILT" RCE___ EXP.____ DATE REV JEI.IED BY, lNSPECTDQ DA TE fsiiml CITY OF CARLSBAD j SH5ECTS I lJ_J ENGINEERING DEPARTMcNT IMPROVEMENT PLANS FOR: CARLSBAD TEMPORARY FIR[ STATION NO. 7 TITLE SHEET PROJECT O. P OJECT NO. 4091 ,/< _,,--.-"\ .... \ \ \ \ \ \ I J \ I I \ \ \._, I '-/ lf1 \ I I ___ ~ \ ....... '-----------__ _j ,---------------I I ~ , --\_ (UTLITYll>ENCl4PB1 \ I I ~ =--\ I I ~~ G-2B.5-5.W-2fW-4 \ \ I I ~ \~ I I ~~ ~ I I ~ ' \\ ~ \ : : .-~~--,-\-\-·-ir-,- 1 I , ,~~--·-~ \ ', I\ UTLITYTREN::14PB1 •-r ~ \I /=s-25.G-'rl. --•7-7 -~ \ \ ✓ G-2B, $-5, W-2f W-4 EXISTING IMPROVEMENTS ~ EX. CON:::QETE PAVB.e,/1' TO REMAN. PROTECT IN P..ACE. (fil EX. AC PAV!3','8l1' TO REMAIN. PROTECT IN P..ACE. @) EX. LAN:>SCAPl'G TO l<B.1AIN. PROTECT IN P..ACE. [fil EX. UTILITY LN: TO REMAN. PROTECT IN P..ACE. (§ EX. PAllKl>G STAU.S TO 11EMAIN. PROTECT IN P..ACE. (El EX. CUl9 TO l<e,WN. PROTECT IN P..ACE. lfil EX. 2-112' WA TB2 ~ TO REMAIN. PROTECT IN Pl.ACE. SIZE TO BE COl'Fll2M3:l BY ca-rT11ACTOQ. /-,-I I O • ;r::t ~ ro -s. \ ,1 I I I I ___ ~~ \, 1----- / I I .--------: ~~ -, EXISTl>G Wl.DlN3 TO I I '-'-BE DfMOLISH3). / w r----------------r ~ / ... I I aec~c o~ ,.✓--_ -'1J i8', II I f RL~N CURRENTL ~ H \) ~ / O CONS RU \_ I 1 1 a ~~~~N. 1uUL_ --m~~,p,.~1 E :nn1 ---Jll,OSI.ABSTO-.wN. U U D PROTECT IN Pl.ACE. ~ I I I I "v , "-} I r '..._ EX. BOU..AROS TO REVIEW I I (--... '¾_,~BE~,- 1 I .. '~--------, +r--1----"<-----------__, ·=~=-~'r'""=;====c-¼=="----=="F==-"' '-,. ) I/ ~-----------( ~f-)-/ / ----------I FERGUSON PAPE B ALDWIN A RCHITECTS 1 E -@---,' /I I / / /_ 1/ : // / I I I r -,A I /. // V I / / I 1 1 I fl 1 / / /I I I / / I I , ~ L.,., I I ~ / / I ~ ~ L_J ~/// 1 -;/ 1 1 I; / I 11 . ,<----@ I I I I I I I I; I I 1 1 I I I I I )/ I I I I I , )I 1( I I I I I I ; 1( I / . I I -@---,' 20 10 0 I t..J 20 40 .!:AJ.!1lQN; LOCATION OF EXISTING UTILITIES ON mis PLAN ARE APPROXIMATE AND SHALL BE '<£RIF1ED BY CONTRACTOR PRIOR TO CONSTRUCTION. 60 I 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com HAS BUIL TH RCE __ EXP __ _ DATE REVIEVED BYi INSPECTOR DATE fSHm7 crrY OF CARLSBAD ISHsEETS I L£_j ENGINEERING DEPARTMENT ,----,---r----:cc:-=::c------,-c;:---,-:,:-;:--,--,---,-----t IMPROVEME,'T Pl.ANS FOR l--+---f--,.,....,..,..,,,,-,"0<'='sc""~=''""'cON===-+--"':"o.-+:'o:o•~TEd---+--+----I CARLSBAD TEMPORARY FIR[ M.NOR CON~51:AL~=:~~ SJB~TTAl ~~~:~~:~ STATION NO. 7 PLAN CHECI< SUBMITTAL 5/06/22 DEMOLITION PLAN 1--,o~,TE=-+~,.,~TIAl.-+----------+---+--:co.-=TE-+--~-,,,ITI"°'AL--O"'•TE=-t-::-:,.,::cTIAl.c-l ~:oe:~:----M_ __ O,.QNEER OF WORK REVISION DESCRIPTION OTHER ~ROVAl CHY APPROV.4-l 00(0 SY: __ PROJECT NO. PROJECT NO. 4091 IDR~ol / \ / / I r---@-------," l .. i--. _ _J...__.f---@----,--=c=----· _, I I I I I I I I I I I •! r I ···I 1··-.........-----. I I I I I I I \ ' I ' ....__ __________ _j EXISTING IMPROVEMENTS ~ EX. CON::lcETE PAVEl,'i;NT TO ~IN. PROTECT IN "'-ACE. 00 EX. AC PAVEMENT TO l<B>IAIN. PROTECT IN "'-ACE. @) EX. LAl'[)SCAPING TO l<e>IAIN. PROTECT IN PLACE. [Q) EX. UTILITY LI1'E TO ~N F'QOTECT IN PLACE. @JEX. PARK1"3 STALLS TO '1EMAIN. F'QOTECT IN "'-ACE. [El EX. CU1B TO =iN. PROTECT IN "'-ACE. {fil EX. 2-117' WA TBI ~ TO i<Bl,IAIN. PROTECT IN "'-ACE. SIZE TO BE CO!fll<'MED BT CONTRACTO!l. PROPOSED IMPROVEMENTS 0 PROP05ED ADA PATI-! OF =va.. @ PROPOSED TelvF'OQART FRe I-OUS1"3 PER ARO-IITECn.RAL. PL.oNS. @PROP05ED Fl'1E APPARATUS l100M PB2 Al10-IITEC1\RAL Pl.ANS. @ PROPOSED SEWER LIFT STATION PB2 l\£Cl-!ANICAL Pl.ANS. @ Pl20P05a) ~T GB-ERATO!l PB2 STia..CTlRAL Pl.ANS. © PROP05ED ADA PAJ<Kl"3 STALL PB2 A=-aTECTlRAL PLANS. ---(J) PROPOSED WATBI SERVICE PB2 CMWD W-3. SIZE PB2 PLAN. --s--@PROP05ED SEWER LATBIAL PB2 COCSO S-7. SIZE PER PLAN. --F--® PROP05ED Fl'1E SERVICf: PB2 a..fMD W·3A. SIZE PER PLAN. @ CON>ECT TO E:XISTIN. UTILITY. SIZE TO BE CO!fl0.'a:> BT CONT12ACTO!l. @ PROPOSED UTILITY T1<elCI-I PER COCSO GS-25. GS-27. GS-28. 5-5. VM € CMVVD W-4-MA TO-I EX. R.I.Sl @ PROP05ED ~ STOP. @ PROP05ED Fl'1E CALL BOX. @ PROP05ED 6' 0-IAIN.JN< TRAS-1 EN::t.OSLRE PER ARC!41TECT\RAL PLANS @ PROP05ED BOUARD. -~J;R REVI E~=-~--~~ ~ J. _ ____.___,____,_ N I ----n I ______ J ·I 'I ;\ I I I 11 I! II L_ 20 10 0 I ~y 20 I r ~ LOCATION Of" EXJSTING UTILITIES ON THIS PLAN ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCllON. T !FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com 'AS BU ILT' RCE __ EXP. __ _ DATE REVJE\JED BY• INSPECTOR DATE ,----.---..-----====-===;:::::;:::::;::::::;::;:::;:::=;::::::=:;:::~ IMPROVEMENT PLANS FOR DESCRIPTION NO. DATE CARLSBAD TEMPORARY FIRE fs8EITl CITY OF CARLSBAD I SH5EETS I L;!___j ENGINEERJNG DEPARTMENT "'"''" CONDITIONAL US£ PERMIT SUB•ITTAL • 11/10/21 STA TTON NO. 7 0£SICN D£1,'ElOPMENT 8 03/11/22 f>CAN CHE« SUBMITTAL 5/0S/22 GRADING & UTILITY PLAN DATE !NITIAL D"1'E INffiAI. DATE fNl11"1. PROJECT NO. [NGINE:CR Of WORK REVISION DESCRIPTION OTHER APPROVAf. CITY APPROVAL. PROJECT NO. 4091 LIMIT Of 2° GR/NO .. . . IHT. •1N! A5PHAL f CetiCRITE FlNIS!i COURSE SAWClJT UIIE TYPICAL HD,t.S: 0 SO: GS-28 -~ = -UIOT Of 2" GRIND --~ ~S;;;;G AC (TYP,) AND BASE ASPHALT CONCRETE BASE COURSE. SEE GS-28 PIPE BEODIN<. ANO BAO<nu. PER PRO.ECT PLANS. SPEQRCATIONS. ANO QTY STANDARDS- I. THE 0£TAJL SHOi\1'1 ABOVE APl'UES TO TRENCH il1DTHS LESS THAN 25 INCHES. 2. EJJISTING A.C. S!iALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGI: al DISPLACE ADJACENT PAVEMENT. EOGl:S S!iALI. BE CLEAN ANO VERTICAL ALI. CUTS SH•LL BE PARALI.EL OR PERPENDICULAR TO STREET CENTERLINE. MN PRACTICAL. J, BASE MATERIAL SHALi. BE REPlACED TO DEPTH Of EXISTING BASE. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL AT THE QTY ENGINEER'S DISCRETION, 4. 'll!iDI THE EDOE Of THE GRIND AREA JS -,THIN 24 INCHES Of EOG€ Of PA\f:MENT, ANY STRUCTURE, AN ADJACENT TRENCH P•TCH OR OTHER PA>ING JOIN LINE. THE GRIND AREA S!iALI. BE EXTENDED TO THE El<JS TIIIC S1RUC1\JRE OR JOIN LINE. 5. 'll!iEN THE EDCE Of THE GRIND LIES IIITHIH A 'll!iffl PATH, THE GR/NO Af!f.A SHALi. BE EXTE>IDED TO THE NEAREST LANE LINE OR EDGE Of PAVEMENT. CITY OF CARISBAD TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS LESS THAN 25• ii'Jf'u™fv-. a.I.AH-OUTS IN C WITH TA...rFiC LIO B 3-R-l. SECTION REV. PLAN VIEW NOTES: THE U.QAI. SHM..l. llE'IIICDDCO '1MC S.WC 45 tMC WAINUNI.!CllO. N NO CA5£ St-lAU. A LAV.IL CCJ,11,,CCl lO 1Ht SEwtA ~ClltCC'T\.Y OH Tl:I' OF lH[ l"ft. ~ u--.r ~ L.A'!VlAt. LOCA'IQl:S St4M.I. u ~lOtMCCl1"1'1N§;PfCTOftCN~ ,_OIADCOP-.c«'IOFWML_..,.,.,.OW,C.rl'MlRK AU. l.).l'Ol"'C. 'fRCHOtD 10 l"ROPOTY LN; NllO ~--VMil fRODIU ro K COMP~1to PVt 5a. a.£.r.H-o,n m a: JID.t.lS1UI ~ GIi.AOC .-nt1t f'YrW.fMSHGRA,ON.. SOl£II lATEJt,\LS 5HAl.l KA\1£ A l'X MINMlM Sl.CIPE. a. rat SACllF'U ~ Q.£1,fiiOJl 1tt501 st( D'iC. S-5. lolOT[ J.. AU. JtlNT5 ON SOO UTOM. PP£ SMMJ.. IIC COW4'fl($$101tf"fl'(~~SOl,.KHl"4:l.D. O. t,l~NK{ Of IN[ $CIIVI' l.ATPM.. l"fflll ?HI: $£-.ck llAIN JO "< 9~ 1$ fM[ f!CSPON~ TY C(11i(PltQUfYOIIINOl. CITY OF CARLSBAD SEWER LATERAL (WITH OPTIONAL W'IE) F1JU ROAD -,D TH -CUTTER TO CUTTER UMIT <:F 2~ GRINO (TYP.) SAWCIJT LINE T'rPICAL NOTES: > • 0 ASPHALT CONCRETE BASE COURSE, SEE GS-28 AGGREGA l[ BASE PIPE BEDDING AND BACKFILL PER PRO.EC! PLANS. SPEQFlCA TIONS. ANO QTY STANDARDS. L THE DETAIL SHO\Wl A/BOVE APPLIES TO TRENCH WDTHS GREATER THAN 41! INCHES. 2.EXISTlNG AC. SHALi. BE CUT ANO REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE al DISPLACE ADJACENT PAVEMENT. EOGl:S SHALL BE CLEAN ANO ;{RTICAL. •LL CUTS SHALi. BE PARAillL OR PER?ENOlaJlAR TO STREET CENTERLINE. 'll!iEN PRACTICAL. J, BASE MATERIAL SHALL BE REPLACED TO DEPTH Of EXISTING BAS£. A.C, MAY BE SUBSTI1\JTEO FOR BASE MATERIAL AT THE CITY ENQNEER'S DISCRETION. NOTES: 1. A TAO< CCAT or AsPHAlTIC EMUlgCJN OR PA>ING ASPHALT SHALi. BE APPLIED TO E)JJSTING A.C. OR P.C.C. CONTACT SURFACES PRIOR TO RESURFACING PER SSPWC SECTION JD2-5. 2. AsPHAl T CONCRETE RESJJRF AQNG -BASE COURSE. a. MIN!WUM TOTAL A.C. THIC'KNESS SHAU BE ONE INCH CREA TER THAN EXISTING A.C. b. AC. SHALi. BE B-PG64-10 FOR BASE COURSE, PER SECTION 20J-6 OF SSPWC. c. BASE COURSE SHALi. BE lA/D DOi'IN l!JTH SELF PROPEillO PA~NG MACHINE ANO AND COMPACTED PER SSPWC SECTION JC2-5. J. ASPHALT CONCRETE RESURFAONG (RNISH COURSE): a. PRO>IDE 2 INCH DEEP GRIND AND A.C. RN/SH COURSE C2-PG64-10 PER SECTION 20:l-6 or SSPWC. b. FlNIS!i CCURSE FOR RESURF AONG SHALi. BE LAIO DOWN USING A SElf-PROl'EillD PAVINC UAC>IINE AND COMPACTED. c. SMOOTHNESS ANO COMPACTION Of RE9..!RrACING SHAU t.!EET THE REQUIREMENTS OF SEC JC2-5 SSPWC EXCEPT THAT THE SMOOTHNESS SHALi. BE DETERMINED O\£R THE LENGTH ANO _,DTH OF PAml AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS. 4. SURFACE TREATMENT TO MATCH E)JJSTING PAVEMOIT SURFACE (SLURRY, CHIP SEAL. ETC.) 5. SLOUGHING or TRENO< UNDER PAVEMENT S!iALL BE CAUSE FOR R£0UJRJNG AOOITIONAL PAl'EMENT AND BASE TYPICAL TRENCH SECTION WITH DIMENSIONS AND COMPACTION ZONES NOTES: PLRCVflAQ[$5ltOW"l[(IUJ,l ~ lllt\.,lh\€ COMP-.cTION. 2. YHll,U,IOCJ>IWC$~nlOM 10" OF Pl"t TO FN$H CIIAOC P'Cf!AU.SANITM'ISOIOI NSlAU.• llONS 9fAL1. 8( J ,ttl. F'QIII CO\oP: LtS:S 1MM<I S'. VCOM. OCSIQl»cJAPPllO\IAL.ill(o..E). TJlOICH lONf: l9AOtn.L ~ 8£ PD Sf.CTION OZUl. MO iltOCKS LVICOI lMAN ,. It NfT ca,,~Sl(Jt,I 1lll.l llf ,t,IJ.CNfO N BAOCF'LL ASPHALT OR C(lt.lOtt'T[ CMI.NCS 11111.J. NOT l!ll AU.OW[(!, CITY OF CARLSBAD P.V.C. PIPE PIPE ZONE PIPE BEDDING AND TRENCH an BACKFILL FOR SEWERS ~=,.~ S-5 I FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com "AS BUILT' RCE ___ EXP ___ _ DATE REVIE\JED BY• INSPECTOR DATE w CIJINE~!NG ~bB~]AD w r----.---,------:-===------,---,,--,,-,,=-,.--,----,--~ IMPROVEMENT PLANS FOR DESCRIPTION NO. DAT!: CARLSBAD TEMPORARY FIR[ MINOR CON~~:~"\;:.:~ suB~ITTAl ~;;:~;:: STA T/QN NQ. 7 PLAN CHECK SUBMITTAL S/06/22 DETAILS SHEET Oto.ff !NIT1AL ENGINEER OF' WORK REVISION DESCRIPTION DAlt I INITIAL OAfE /NITIAl OTlfER APPROVAl ClT'f APPROVAL OWN BY: ------M,___ R:VWD:IY: __ _ CHKD 8T: __ _ PROJECT NO. PROJECT NO. 4091 \ \ \ \ ~ \ i \ \ i5 i ~ ~ ~ 2 ~ ii I ~ ~ 8 t' < ! ., '""""" $ ~ VC>TH AT TOP Of" TR'ENCH VARIES AS OftCIMAL CROONO ANO MA To-I AOJACO.al UNUST\JR'8EO GR0UN0 \ TOP fS BAO<ru. 10 BC S.WC I I 1-1 • I I PIP{()() TR~CH 'MOTH IN PtPC ZOMC .......... D I ...,_ PA\tO A.1ltA. lRCMCH ZCNt SHAU. BC ca.lPAC:ltD TO Si5X MIN NO SCALE IT M 1 BEDDING ANO BACKflll "1ATERtAL REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT . DETAIL 1 NOT TO SCALE ~VC"l!!C T.~.w-OttP~~ uPl»."'l o. CN(S 1,tl(,4 1.Pi».10 11111 '<IIVCY W12 IJPOl'ltll ,ill 1#./CY li..l/11 TRUNCATED DOl,l[S 0 u • TO 2,4• SPACING C/C ill ••••••••••••••••••••••••• ••••••••••••••••••••••••• ••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• PLAN -TILE NOT TO SCAl..l NOTES I. DEITCTABLE WARNING SIA!f"ACE ca.OR SHAU. B£ YEl.lOW COtFCBlt4G TO f'EDERAL STAhtlAROS 5958 TABLE IV, ca.OR NO. ,mJ8, OR AS SPCCFED 8Y TH£ ACOtCY. CCl.OR SHALL BE HCMOGEHEOOS THRO.iGI-M)JT Tl£ lU. 2. TRUNC4T[D DOM( TCP OIAME1[R IJ'" ~ox or THE BAS£ D:AMETER t.1N1MUM TO 65i ~ Tl£ BASE OIN,,t(T[R MAXllr,IIJM. 0000000 h~g!go og! . . . NOTIC PATTERN, SlZE &: at!ENTATOI AR£ P£R MNU'ACTUREJt'S R£COMMOC)A.1lOH SAN OIECO RECtONAL ST.6.NOARO ORAWlt-.,G TRUNCATED DOMES ~.., 1HC $NI Dl[QO M:~STAIICWICSCCll,a,IITIU 1. CONTRACTOR SHALL AOJJST ANGL£ VALVE & ldETER BOX TO f'.G. AfTER SIDEWALK IS iNSTALLED & APPRO~ 2. DISTRICT WILL SET METER ANO BALL VAl.\lE 3. ALL 2• OR SMAl.LER COPPER JOINTS SHALL BE PRESS-CONNECT IN COOFORlr,!A,NCE Will-I SPEClnCA TIONS. 4-. TAP TO MAIN TO BE WINIMUM OF 24• FROM NEA~ST COUPLING, f1TTING, VALVE, BELL OR OTHCR TAPS. 5. POSITON A.NOOE WIOWAY 8El)l,£EN F>tPELINE AND METER BOX. '~b-TIJ G DETAIL NOM-CONDGI.Jot/5 SJPfV.I K & QIM 6. JNTERIOR OF METER BOX SHALL BE Q_EAR OF OEBRIS TO DEPTH Of 12" AND CORP STOP FULLY EXPOSED M 1 I PRIVA.TE PUBLIC = 1. RETER 10 DRAWING W-3 FOR SP(OflCA TIONS OF JNSTALlATION Of SERv1CE UNE ANO APPURTENANCES. 2. DISTRICT TO SET METER 4NO BA.Li VALVE, ALL OTHERS TO BE INST-'J.1..£0 BY CONTRACTOR. 3. DOMESTIC WATER LINE MA TERI AL 'MLL BE IN CONFORMANCE TO COO£. 4. All 2• OR SMAl.LER COPPER JOINTS SHA.LL BE PRESS-CONNECT IN CONFORMANCE 'MTH SPEClflCATIONS. (OOXDOR@ ITEl.t 0 ,.: V) I-V) I-., u I-w w z ..J z I-cp 0 :, u 0 2· MIN @·············· NOTES: 1. DISTRICT 'MU. SET METER ANO BALL VALVE 2. AU. 2• ANO SMALLER ca:>P€R JOINTS SHALL 8£ PRESS-CONNECT IN CONfORMANCE WITH SPEOflCA TIONS. 3. TA.P TO MAIN TO BE MINIMUM Of' 18" FROM NEAREST COUPLING Of TAP. 4. POSITION A.NOOE MIDWAY &TWEEN PIPELINE ANO METER BOX. 5. FOR NON-CONTIGUOUS SIDEWALK &E OEfAIL ORAWINC WJ. DATE CARLSBAD MUNICIPAL WATER DISTRICT 02 '6 2" WATER SERVICE CONNECTION FOR I 1/2" 8 2" METERS SlAl'()ARD OWC.. lilO. W-4 !FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com •As BUILT' RCE___ EXP ___ _ DATE REVIE\JED BY INSPECTOR DATE ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ------------------------------....1 IMPROVEMENT PI.ANS FOR: CARLSBAD TEMPORARY FIR[ DESCRIPTION NO. OAT£ MINOR CONDITIONAi. USE PERMIT SUBMITTAL Dt9GN DEVELOPMENT PLAN CHEO:: SUBMITI,'.L DATE IN1TI.AJ.. ENGINttR Of" WORK REVISION DESCRIPTION 11/10/21 0)/11/22 5/06/22 0,'.it INITIAL DA""! INl"1AL 0~ APPROV.fJ.. cm· APPROVAL STATION NO. 7 DETAILS SHEET DWN B'f: ~ RVWOBY: __ _ CHKDBY: __ _ PROJECT NO PROJECT NO. 4091 EXJSTING PAVED ~ EXISTING PAVED ORNEWAY -..L-------+- 80STING FACUTY ENTRANCE ----------+- E.lCJSTING GUARD SHACK. TO BE OEMOUSHED ------I EXJSTING FACILITY ENTRANCE~ I I I UNSECURED PARKING EXISTING OUTER MAIN GATE wm-1 MOTOR OPERATOR, TYP1CAU. Y REMAINS OPEN ANO ONLY ClOSEO DURING SPECIAL EV£NTS ON CARLSBAD SlVO. CARLSBAD BLVD E)QSTING TAANSFORMER & METER CABINET 0QST1NG ELECTRK: CONDUIT TO REIMIN r -0QSTINGWATER CONNECTION EXISTING PAVED DR.MWAY 1--+-----EXISTINGSECUREOVEHIClE ACCESS GATE WITH MOTOR OPERATOR (GATE 1B) E)(JSTING OVERHEAD ELECTRIC .------~~~:=noN I I I I Vvl EXISTING CH.&JN LINK SECURED ACCESS GATE (GATE 1C) EXISTING NRG COMMUNtCAOONS ANO SECURITY SYSTEM SHACK EXlSTING FACUTY PERIMETER FENCE EJUSTING SEWER FORCE TOREMAIN EDGE OF DaSTING BUILDING SlAB W OVERALL SITE PLAN ~ 1· = 30'-0" r-..-w 0 "' FERGUSON P A P E B A L D W IN A RCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com """S l::lUll T" t====~~===~~~u~,~~~~TT~c~~•~omo]~~~~~u:::s•=;=·=•=MIT======±===NoI=· ==i====""J,~~1~,00021~~§t====+====~ GJ I CI TEL , ~ F \ A f: ~-~ ~ ,-\ D I l~ 1 DESIGNOEVLOPMENT o:Y11/2022 PLANCHECKSUBMITTAL 05r'0&'2022 1\lf'HO\L\ILt-.1' Pt,.\.r,,.~ I Oft Temporary Fire Station 7 SITE PLAN City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 i-------'" ,_ I~_" C : '== 11 PROPOSED APPARATUS BAY SPRUNG STRUCTURE, 80-f'OOT TOTAL LENGTH CONSISTING OF· EXJSTING ~OOT STRUCTURE RELOCATED FROM TEMPORARY FIRE STATION 2. NEW ~OOT STRUCTURE ANCHOR TO EXISTING SlAB PER MANUFACTURER'S RECOMMENDATIONS 6" CI-IAI'-! LINK TRASH ENCLOSURE EMERGENCY GENERATOR ON EXISTING CONCRETE PAD PER STRUCTURAL EXISTING LANDSCAPE AAEA EXISTING PARJ<.ING 5"-0"' 4fN1' STRUCT. WIDTH 3-FOOT WIDE CONTINUOUS DETECTABLE WARNING TI.E EDGE OF EJUSTING WAREHOUSE SLAB 20'-(f 20"-(f MODULAR 1 __J__.:--::,,.,.--2 NEW PARKING SPACES, INCL 1 VAA ACCESSl8t.E WITH ISA, STRrPtNG ANO stGNAGE, NJO 1 EV CHARGING SPACE· PROVIDE NEW LEVEL II CHARGEPOINT CHARGING STATION NEW BOUAROS, lYP OF 5 _,i._ ~·-·---,-·-·-·-·- s•-4• EDGE OF EXISTNG BUlt.DINGSlAB PROPOSED TEMP FIRE HOU§!NG MODULE , EXISTING W.NUFACTURED lJNT FOR FlREAGHTER QUARTERS. RELOCATED FROM TEMPORARY FIRE STATION 2. UNIT SHALL BE P0sm0NED ON EXISTING CONCRETE SI.AB ANO ANCHORED PER 'AANUfACTVRER'S RECOMENOATIONS IN q EVlCECW ~ § J ~ _.._ _ _,_ _____ PROPOS§D TEMP FIRt: HOUSING MODULE 2: INTER~&~gJr ~O ~ 9 Al CONSTRUCTION BY -->-lL ~ 011 MANUFACTURER "--.ClW[t3 ~-. ---__ --_ ~, r I -• _-_.J_J..L._U_J.ON-. _-_ Jr@ 5Z-Cf MOOULAA2 NEW MANUFACTURED UNIT FOR AREAGHTER QUARTERS. UNfT SHAU BE POSITlONED ON E)OSTING CONCRETE st.AB ANO ANCHORED PER ~UFACTURER"S RECOMENOATIONS IN COMPUIWCE wrTH 2019 CBC ANO CCR TITLE 25, CHAPTERS 2 & 22 @ENLARGED SITE PLAN A101 1" = 10'-0" ,..._._ 0 10 """'-I No. ' I I JOH o, .. ,.,, It I 1~ .,. ' ,~ Project FERG U SO N PAPE BALDW IN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com "ri C: t::lLI T" ----"----T r r, ,-, ..... ·; v " E -- QI I~ CITY OF CARLSBAD E ..I" £t. 1 i .... -1 ~ T \1 -.. l.\lPRO\ L.\IU, I' PL . ..\.Nt: I OR Temporary Fire Station 7 ENLARGED SITE PLAN City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 I -·, :,==II T r I ..,., A101 I s ~ " ~ z f ! ~ . " ~ ~ I ; " ~ i ~ s ~ ~ i ~ i ! • • i i j ~ i I ~ f ! i • ,: i m g i I 0 ~ ~ i ~ ~ t • i ~ I I ~ ~ 0 I ~ I !l ~ I ~ ~ ~ ~ i !l I ~ ~ ~ 5 2 "14' "14' '1!14' I I : I : _ ____,..,1tp<;I'-,-------------..... !--------------___ L.1 __ -------___ --4 ______ --_ --_ --,-'I' I !ii PLANS tjUR NTLiY' NDER ~EVIEW i :! i : NOT F O fR C a~-1-LJ---1~ ION I i -~ _J;::-1 ' J i r-L p K:sr ---------n--P_R_O_P_OS_E_D_: -TE_M_P_F-IR_E__ : 1 ---------rr --------G?-:_-:' 111 : I APPARATUS STRUCTURE :: I : I ---1-•1-sc;:~ _ _ _ _ _ _ _ J 3200 SQ FT tit __ -4----_____ ~- ~ I L~ : l I II Ill : I ,, l I 1:1 I I II i I I I .J. I -1,,.J-------------Irr----------r,· -----7r ------_,_ I : I I I I I 11 I I I I I I I I I I i i' I II I I : I II 1: i' I: ,, FERGUSON PAP E B A LDW I N ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com ". S :L .. I _,. W APPARATUS ROOM· FLOOR PLAN ~ ~'el~,R,,,f-4-';."f,.~qf'-==-'~=,_,_.=-,~-:--;,.-.;_~--;;;~~~-,_ .. ~~ ~ 0 8 32n1 Pro)OCt TEM. FIRE APPARATUS HOUSING City of Carlsbad 4600 Ca~sbad Blvd, Ca~sbad, CA 92008 ... , I I p @ ENLARGED MAIN STAIR AND RAMP 1 112· = 1'.Q" 1'-0" ® ENLARGED BACK STAIR AND RAMP 1 A901 1/2" -1'.Q" 1'-0" @ ENLARGED BACK STAIR AND RAMP 2 A301 112"= 1'-0" ~ I I 1)1 !!II!!! -p ~ ;,, DN 6 10'-0" 24-1" Z-0" ' 3-4·.,- I CONTRASTING STRIPE AT NOSING ~ OF EACH TREAD AND UPPER lANDlNG \ ,_ ~ DN 1'-0" ,._,,. 4'-T I I 5 RISI <S@ "EA I I I .~ ( I ,..__.._ PLANS CURRENTLY UNDER REVlEW 30'-0" .,_ RAMP 7.5,t. MA.X 30'.Q" +{- RAMP 7.5~ fMX ----7.59'.MAX CONTRASTING STRIPE AT NOSING OF EACH TREAD AND UPPER LANDING AJO\ 1'-0" io f;> LANDING =====;=:;;=:::;;:::==;;:===;;:::===----r,1 1'-0" 1'-0'" 4'-7" SRIS SC "EA. ' ' ' :4•.r 1SRJS RSAT 1"EA 1 : : : : -DN ON I 8 FT LANDING ,._,,. ON ON @ STAIR SECTION 1 1/2" = 1·-0· D_,.,;,..,,,n I PLAN CHECK SUBMITTAL '" ~,,. I -" ". -· 9 ! I I 5 FT (~ Project No. Date 1 = 111 .. r -· ---... 0 @ RAMP SECTION , 314" = 1 '-0" FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com ,. -~ c::: ,-,~ bUILT" ---L>• ---r ' r-r r 1~r1 -,., H :~i: -, "' - D I ClTY OF CARLSB AD 11 r;~r I El :.II EEr-, :-.. • T1F r l\lPP.O\U ILJ\. I' F'L...\N~ l OR Temporary Fire Station 7 ENLARGED RAMP AND STAIRS City of Carlsbad 4600 Carlsbad Blvd, Carts bad, CA 92008 I ·.:,==II F-. . -r ·A301 I -4091 PRODUCT REPORTS 1. FOR AU ITEMS IN n£ CONSTRUCTION OOCIMENTS OOT NO TEO WITH A SPECIFIC PROOLCT NotME OR WH..f'.t.CTI.IIDl TlE CONTRACTOA SHAU PROVIDE A PFi:OOl.CT SPECFIEO tl MTASlEBEtOW. 2. Tl£ FOU.OWI~ PFi:C>CX.£TS SHAU SE INSTAUED PER Tt£ REOUREMENTSOf M REFEROaD PROOUCT REPORTS UNO. 3. A PROOUCT INI.Y BE SUBSTJT\/TEO FORM EOUVAJ..ENT PROOUCT PER TI-£ SCHEDU..E BELOW f APPROYEO BY TtE EOR NIJ M ~ OFFICW.. 4. PROOlCTS SP£CffD SY TYPE OH. Y J.~Y USE llH'( PR00UCT FROM n£ SQ£DU.E BELOW. TYPE PRODUCT ICC# IAPMO# LARR# OO'AHSIOl<IWOHOR t«.TI KWIK 8CUTZ2 ,,....,.. ID CONCRETE SMPSON STRCWG-80l. T 2 ESR..J037 t«.TII-IT..ff'\'200 ESR.J11!1T ltlTHfT-RE 5(XPl1 ESR-3814 AOl-£SrtEAACH'Jfl: HLTIHT-RE100 ,,._,.,. TOCONCRITT tt.TilfT-HY-100 "'""' SILFSONSfl.JG ""' SIMPSON Sfl .JCP ,,..,,.. POST-INSTALLED ANCHORS AND DOWELS -l.tt.ESS0M.fl'l'IISE l'()TEOOOTI-EOO.-.WtGS, Tl£ FCUOWtGAPP\.ES t0AU.FOST- MTAU.E0~ NT0l-<AAOOElcotCRElE 00.~. ~ N::U .. CES TYPES SI.XI-! .-.SEX.PANS~. 'fl'EDGE SLEEVE AMSNEJEPO.-;Y, SKH .f'l,; SCRE'W NfJ I..N)ERCVI' NSTAU. PER ff MWJFACTtnR'S PRNfEO HSFAU.AIDN NSTRIJ:OONS {"">EXCEPT "5 0Tt£RWISE ST-'TED t. Tl£ SPECFEO PROOU:T REPORTS. USE NSTAUATICtf F'ROCEDl,R;S FOR CRACKEDCO\CRETE cx:»omc«s. oo,cr USE~ DRU BITS~ Al'C~!-0..ESWlll-OUTPRa::>REORAPPROYAJ...COf'ESa:NSTAl.l.AOC'NNSTRU:TKlNS SIW..1.8E w.MAJE0Q.JSOE. 2. CI..E.NICXJT NOOI.KUSNDSET ANCI-OAS P£FI Tl-£ ~rs ~PARTY r'l',1,Wi.TD.REPCRTFORM~TECOOT0..1$.t1STAJ..LlKERSlf'ERV~ an£ SPECW. tlSPECT~ WI-ERE REOOREO. J pqQl.'[lE CAA8CtiSTE8.NO«JRSAT OR.Y tlla:u:::fllOCATOlSAWSTAtl.ESS STEE\. TYPEXl4~316ATEXTERDALOC,l,TICnS~O.-W~LOCAJKHS ' REJ.FCJRCIG BAAS TO RECENE CCtCRETE COVERM'Y BE l.tOY.TEO S Ato-oRS SWI.Ll. BE CLEAN N-OFREE CJ' DEl!Ct()fG Sl.llSTAt-CES 6 EMl:Dlr,ENl REFERS TOMFtw. hSTAU.EDEFFECTIVECEPlHllet"..SCEFN:Or~Tt£ F'flC:O.CT REPORT. REOJfU:O~ 1-Q.£" DEPTH FOR NSfAIJ.ATK)N l#i'f BE tEEPER. l EXISTJ.GROFORCN3~U 9EAVOIJEDwtERE DRUI.O~f'OST-NSTAU.ED '''" ""' ,..,. ,..,, PLANS CU R·ftili&i;~¥6t:JN 9. Wl-£RE fl.E fl.U.ANCH:)R aeEDMENT OEPTH. SP.-.C:Ni OR EDGE DISTA.ta: CA.t-N:>T El; ACHEVEO, t()lf"Y TJ-£ Ea:I.N<l k)fl NOT FOR c~~us=r I 11. INSTAUN~Y CON::::RETEOR ""501'-AY 1-t'.VNiAMtlMM~ Of 21 OAYS 12. ~Of~ AIO«)RSAN) SCREW~ H:ll.ES IS /',OT PEJMTTE0. 13 No1ICI-CRSICEP:l'FE0M)-{SN£ NCtt:'.lA NS TAUER IS P£Qlff.0FOR M ,.-STALi.AT~ OfAOI-ESNE~ f.ll-ORIZOOTALNIOO'IBIJ-£AOCXHXTl'.:HS EXISTING CONDITIONS -I. SEE 'AS auu· OAAWN:;S FOR EXJSTlr,(; 8l,l.l)N:; nEMS NOT SH:M'NOR NOTED. 2. FELD VERIF'I' AU. C0POTlONS N«> DIMENSIONS~ TO St-OP DRAWi~ PRO(X.CTION NCJ FABRICATION Of STRUCTUW. El.Eli'ENTS. l, WHEREEXISlliGC0tDT100SVAAYFRQATHJ:SE&OWNONTt£SEDRAMQ M STRUCTUW. ENGtEEA SHAU 8E NOmEO PfOOA. TO Cc+rrN.f:OCONSTRIXTlON RElATEO TO Sl.6.JECT CCHXTlON$. 4. SOORE AU. DJSTN. CONSTRIXTION AS RECUREO, tnu'.lltG WtERE WELOIHG TO EXaSTIN'.i STEEL AWit1G ~ DESIGN IS 8Y OM.RS. ~. AU EXISTIN3 C~RETE SlWfi££S TO 8E tt CONTACTWfTHNEW CONCRETE SHALL BE Ct.ENEO ANJ RO!X,;tENEO TO ti(" MN.4l.N AAFl.lTl.()£. USE THRO PNrN EVALUATDI APPROVED BONON3 AGENT ON EXJSl'tK, CONCRETE PRIOR TO Pl.ACf.C NEW COOCRETE. S. YBUFY LOCATION Of EXJS'ffiG REBAR BEFORE FABRICATION USING NON-OESTRUCTIYE TESTI"'- 7. Tl-£ GENERAi. CONTRACTOR StW.l. co:>RON.TE THE WEIGHT NI:> SPECIAC LOCATION OF ALL EOIM'MENTVl'\'TH nE STRUC'TURAI.. FRAMIOO. F TI-£ EOtAF'MENT DEVIATES IN WEtGHT OR LOCATION FROM nmE lr«>CATEO,. THE OAA'M~. M STRLCT\.F.Al ENGINEER'S ~H. MUST BE08TNt-EOPRK>R:TOINSTAI..LATIONOFnt: LNTS. I. H.l EXISTING '/'11000 FRAMING MEMBERS Sl.ff'ORTN'j NEW MECIWICAI. lNfS StW...L BE INSPECTED FOR OUAAGE N«J DET£RK>RATION PIUOR TO INSTAUATION Of TIE lHTS. NOTIFY n£ STRU::Tl.JRAI.. ENO~ER F (W.1AGE OR DElERIORATION lS OlSCOVERED. STATEMENT OF SPECIAL INSPECTIONS 1. THE OWNER 5t'Wl a.R.OY ONE OR KlRE SPECIAl HSPECTORS TO PRO\IIOE INSPEC'OONS ot.RNl CONSTRUC'TlON. Tl£ SPECIAL INSPECTOR SHAU. BE A. OtWJFEO POI.SON WK> StW.l DEMONSTRATE COMPETENCE. TO TIE SATlSFACTION Of Tl£ BUI.DI~ OFFICIAL. FOR INSPECT10N Of TI£ PAAT1CIAAR TYPE Of CONSTRUCTlON OR OPERATION RECUFlNJ SPECW.INSPECTlON. 2. AT At.lt&U.t, AUSPECW.lNSPECTlOHS RE~EO BY THE BUl..0U«3COOE Stw.L.BE """"""· 3. SPECIAL INSPECTlONSAAE NOTREOUREO'fflERETlE'NORK ISOOHE OHM PRSISESOF A FASRICATOR RECISTEREO N<J APPROVED TO PERFORM Sl.0i WOfUC wmDJT SPECW. WSPECTION. APPROVEDFABRJCA.TORSMUSTSUMT A CERTIFICATE Of~ FCft OFFSITE FA.BfOCATIONS SIXH AS STRUCTLJW.. STEEL, PRE CAST CONCRETE. a.1.eo L.AMNATEO TM6€~ ETC. 4. Ail ta'ECOONS SHALL BE PERFORMED BY N>EPOIJENT SPECIAL Mf'ECTORS. ..a! StTE VISlTSBYTHESTRl.CRIW.BOfEERORBULONiOFFICW.OONJTCONSTTTVTEN<JAAE NOTASIAl,STITVTEFOR.HSPECTX>NSBYASPEC'W..HSPECTOR. GENERAL 1. REFER TO TlE TYPICAL DETAIL St£ETS FOR TYPICAL OETMS Of CONSTRIXTION. TYP1CAL 0€TAI.S APPlY TON.I. CONSTRU:TIOO lltl.ESS SPECFICALlY NOTED OR SHOWN OTtERWISE. 'M-£REcotDOONSREOUIRE MOOflCAOOHSOf A T'l'PK:ALOETAII-TtE CONTRACTal 51-W.L SUMT MOOIFlEO OETAll FOR APPROVAL BY M ENGltEER Of RECOf!D PRIOR TO FABRICATION At«> INSTALLATKlN. OETALS Of CONSTRUCTION NOT m:lWN StWJ.. BE OF SAME KA~ AS THOSE Stt:M'N FOR SMlAA COHSTRI..C110N. 2. CONTR.ACT0R StW.t. CONSIJER M PROJECT SPEctflCATIONS AS PAAT Of THE CONTRACT ooct..MENTS. M£RE IN=ORMATJON ISCOf,FU;Tlt«;. SPEcn:: DETAILS SHALL GOVERN OYER T'\'PICA.L OETAU M«HStW.l OOVEftN CNER oa.EP.Al..tcTES WtlCH &w..L GCNERN OYER SPEClfCAOONS. 3. AU DIMENSIOHSOH STRl..CTUW. ORAwtm SHIU BE CH:C,CEO AGAINST~ OMEHSIONS. 00 NOl SCALE ORA'MNjS, If aMEMSIONS AA£. OhlTTEO OR NOT ct.EAR, CONTACT M ARCtfl'ECTOf RECORD OR SEOR. A.LL OM::NSK>NS RELATED TO EQSTING COH:>fTIONS SHAl1 BE F1€LOVE:RIAED BY M CONTRACTOR. OI.EMSIONSIN. TO TIE FA.CE Of Sll.OS, NI> TO TIE CEHTERW£ Of COl..l.MNS lH)_ 4. rrss TlECONTRACTORS RESPONSaJT'YTO t.-MECXO.TaY NOTIFY Tl-E EOROf Nff C:0,.,:LJCTS BETWEEN Tl£ ST'RUCTVRA.L ORAWIN:iS Nil OTHER ORAMl'GS. OR EXlSllNG totaJ10NS NOT SHOWN OR OFFER.ENT FROM n«>sE Stt:>WN ON OAAWH3S, PRX)R TO CCM.EICEMENT OF WORI(. 1l£ CONTRACTOR SHAU OOT ORDER ll'A TERIAI. OR CONSTRl.CT Ntl PORTION Of M SCOPE Tlil\T IS IN cc»Fl.CT lMI. M CONFLICT IS RESOLVED WIDi M A.FFKTEO PAATIES. S. nE STRUCTI.PAL OAAWlNGS AKI SPECflCA.TlONS REPRESENT Tt£ ~O STRUCTl..Rf. UN..ESS OMRWISE ~ n£Y 00 OOT tl'.llCATE WETHCO Of CONSTRIJC110N. M COHTRACTOft stw..L PROVIDE AU MEASI.RES NECESSARY TO PROTECT T>-E CONS'TRt.CTl()N AN'.) H.l ADJACENT ~OPERTES OURH3 CONSTRUCTlOH. SUQi tr.£ASl..f!ES StW..1 INCLl[)E BUT ARE NOT LMTED TO eRAQr,.C_ SH)Rf.G Of LQODS DIA; TO CONSl'Rl..CTrJHEOUFMENT. ETC. 08SER'vAT10NV1SfTS TOll-ESITE BY MA.RCtfTECTOR EOR SHAU OOT N:t\llE 08SERVAT10N Of TI-E ABOVE ITe.tS.. I. Sl.85JTTIJT1CtfREOUESTSFOR IMTEPJA.LSNIJPRoouCraSPECFEOONTI-Efflt..CT\JRAL ORAV'IJNj:3 MA.Y 8E CONSIDERED WfTH IM.TERW..S~ PROCU;TS HAVIIG EOUVALENT OR GREATER CAPACfTY N£J P£Rfc:RW«::E. CUtRENT E'IAlUit.TION REPORTS»() PROOUCT" N"ORIMTION st-Wl BE PRCMOEO TO n£ SEOA OEMONSTRATlt«:, TI£ REOUR£D CAPN;fN Nt:>PEMOPJ.IAICE Ofnt:MATmAL TOBESUBSTJT\ITED. V'iRITTENAPfft<:NN. FRCU THE EOR stW..t. BE 08TAN'.O PRIOR TO THE SU8STll\/110N Of AH1 MATERIAL OR PROOI..CT SP£C1F1ED IN TI£ CONSTRt.x:-OON DOClMENTS. T. IT IS THE eotmtACTOR'S RESPONSIBIUTY TOCOW\.Y Wffi1 Tl-£ "C~ SAFETY ORDERS" ISSLEO BY M STATE OF CAI.E-OR1a,\ lATEST EOOlON. Ar«> All OSHA REOI..UaEHTS AS 1l£Y ,Ifft. Y TO THS PROJECT. TH: ARCHTECT, SEOR. Pl-«) 1l£ OWtEit 00 H'JT ACCEPT Nf1 RESPONSIBIJTY FOR nE CONTRACTOR'S FAll~E TO CCU\.Y'Mlli Tt£SE REOUREMENTS. I. ALL WORX ISNEW IN)LN...ESSNllCATEOASE»STING(E). 9. CONSTRLCTION IAATERIALS SHtJ..l BE 0t5TRl3UTEO wt-EN PUCEO ON 1lE STRUCT1.IU: 5 All INSPECTION ~TS SI-W..l. BE SllMTIED TO THE BUI.DING ~ACW.. N«, EM. THE. S1XH THt.T LQfDS 00 t«>T EXCEED DESIGN lNE LOADS OR RESU..T NAN UNIIAI.NC€0 -~~~R~~~•l~t::v:rr a w ;;-~~;.=:.!."":'==~'!.,"""""' suea.tTTAL.5. REVEW OF SH:lP ORA.'MNGSN<J SUfMlTA.UI 8Y Tt£ SEOR IS FOR GENEAAL COf-FORJiW«::E TO TK CONTRACT OOCLMEJ«S. THE CONTRACTOR WK.l ~ m1yamoto. 1. WORK RECIURt.c SPECIAL INSPECTION stW.I.. BE INSPECTED BY TI£ SPECIAi. iNSPECTOR RESPONSl8l.E FORA.LL ERRORS~ 0ETMJN3 Nil FABRK:ATION. NO FOR CORRECT Wt() IS PRESENT ti lHE AAEA WI-ERE THE WORK IS PERfORMED N() AT nE COl.fllET'ION FTTTNl OF H.1. STIWCTUW. MEMBERS, INCL.UON; COOROIKATION Wfll10Tl£R TRADES. NJOUS IC()NT.) NPECOON CONSSTSOF FLU-lME HSPECTlOH; SHJP DAAWIJrCS NC SUBt,CTTALS DO J«)T CONSTITVTE CHANGE ORDERS. PM PROroSEO CONSISTS~ PAAT-TME OR INTERKTTENT NPECTIOH. CIW«3ES TO Tl-£ STRlCl'lF.Al. OOClHENT'S MUST BE SI.BITTED,. 'l'fRmf«i AS~ CW. INSPECTlONs ARE IN AOOITDf TO INSPECTK)NS BY 1l£ 8ll...Dlt«; REOl..f.ST FOR Sl8STTTlJT10N TO Tl-£ AA'CHTECT AID EOR FOR/IPPP.CNAL '5 NOT INT'EN'.lED TO BE AU lNClUSIVE. 11. CORE ORIU.S SHAU. NOT CIJT ,wr RE!hfORCNl. TI£ CONTRACTOR IS TO COORONA.TE STRUCTURA.lCONCAETE ~==;~~OOR)~:M~~~SE=S PERtOOIC POST.ffiTAU.EDAKJADl-1:SMNOl)RS EXAA1N:O fOCATINGANABSENCE Of RBf#ClRC1t.G. 12. STRl.CMAL X4NT OM:NSK>NS SHOWN ON PL.ANS (E)(.PNGON. SEISl,IC, SEPARATION. ETC (W>-ERE OCCURS) H!ICATE TtE ~ Ct.EAR QSTAICE REOUR£0. SEE Pl.ANS. OETALS. N() AROfTECT\JRAL OP.A'NIGS FOR AODn10NAL RECUl:EMENTS STRUCTURAL DESIGN CRITERIA ·-~,, 1. CODES AU. NEW WORJ'i StW...l BE INCCH'ORIMNCE WfTH nE CALIFOPJIA. 8UI..DLtt'3 COO€ (CBCJ 2'1119 EOODt{TITLE 2( PART2). tCl..lONGAUAIEhOMEKTS. JIUSTAICW>SUSEDSW.U. BE nE lATESTVERSfON APf'ROVEO BY nE COOE. ENFORCEMENT AG£1C'r ON Tl£ DATE Of THE PERMT ISSUANCE LN.E.SS SPECF>CA.U Y NOTED OMRWISE. n£ PUflPOSE OF TI-IS CODE IS TO, oN PART. ESTA8USH TlE WM..M RE~ TO WEGUMD Tl-£ P\AllJC 1-£ALTH, SAFETY N()GEN:RAL WElf'AAE THROUGH S"TRUC11..R,t,L STRENGTH~ STABILITY, STR\JCT\.RES OE~ NACCamANCE WITH THE CODE AAE ll(El Y TOHA.VE A LOW PR08A8I.JTY Of COI.J.NISE 8tJT" MAY SlffER &RD.JS STRu:TURAL AHJ NON-STRUCTLru.L 0Al.4AGE: F Sl.6.ECTED TO THE DESD-1 EAIUlO..WCE. 2. GRAVITY DESIGN LO.WS· I I.NE L~ (RE[)UCIU. I.N)j: la.FLOOR Nlll'ONGRADE I l. SEISMIC DESIGN INFOfUMnott I&.• 1.0 l RSSK CATEGORY I IOESQ,ICAT.o jsrrEct.ASSo IDEFAU..T) 4. WINJ OE5'GN WCflMATIOH: I RISI; CATEGORY I I~ C BASIC 'Ml«>SPEEO(JSECGI.Sr). "'• • 1001.f'H ----- .-F F .'F • V , -, --e>-• ........ . ..,_....__ --- FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com ----. -, t :+ '' -,,--0.-No. o. .. I s~~~ 11 ID DESIGN DEVELOPMENT 2 03/1112022 ClTY OF CARLSBAD PLAN CHECK SUBMITTAL 3 = F' ~I =-r ... 1 " 1f"' T MINOR CONOITlONAL USE PERMIT 1 111100!'021 I\IPIW\l.:Mt.:!'·d 1-'LAf\" l"Ol: SUSMITTAl Temporary Fire Station 7 GENERAL NOTES City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 I \" •,v 11 ~ I II~.:;·" I ·r= ' en .,n-',-' -l~I' --,s-V, -1:11 D'S~ I" I!. r,r .. c· ,--., --r '<t , ---::.ROJECT NO .... , 314"0IILSS I-ILTIKWIKBOI.TTZ-2 AN;HOR {1~EACHSIOE 14!.INTOTAL) GEIEAATORPER Pl.AN FINISH GOADE IPAVIM3 / IEJIMTS!ABPERPlAN ---------------y ~ I i ~ 0 GENERA TOR SUPPORT 1------ GE~RATOR ------. WT= 12,DOO LBS MAX. fEPZ-IMTSLAB PLANS CURRENTLY UND~~VtEW NOT FOR CONSTRUCTION / FRAMING PLAN NOTES: 114'•1'-0' ~ ARCrfTECTl.F,AL FOR 01,£NSONSANO AOOITlOfW.. Ufl>Rth\OON. O.IICflption No. DESIGN DEVELOPMENT , PLAN CHECK SUBMITTAL 3 MINOR CONDITIONAL USE PERMIT , StJBMITTAL. . r ,, --,--. ,,--· • -:.")C'~! .I-;::-: rlF• 1r "",. 03/11/2022 CS<lSt2022 11f10r.2021 .. 1111' Y--f 1"'"'" I --,n _, ---' =ij __ 1-F 1-,'f ,- m1yamoto. --°'·-.. ···"---'" l.a-00.--,.., __ FERGUSON PAPE BALDWIN ARCHITECT S 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com -.(=• ---I 1.-r 1r 1·~~·-< r..-.-:;- ~ S;1R~,~~AD I[] ClTY OF 00 r· I 1~~ 1-W l~IPJW, L.:ML~ l f'LA~" 1·01! Temporary Fire Station 7 PARTIAL FOUNDATION PLAN & DETAIL City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 I: -== 11 PROJE~ ~-4091 II ~::., I I .[ -' I CB • CABLE BRACING I 0 0 0 4 0 0-- © ~ARCH, fifrl LEG EXTENSION EXISTING STRUCTURE ~ARCH, !IW LEG EXTENSION 4PANELS@20'-0"• ro-o· !ifrlARCH & LEG EXTENSION NEVI STRUCTURE !ifrlARCH& RELOCATED ADOIT10NAl. 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IBEAM---~ CATEGORY CARGO DOOR LIGHTING VENTILATION VENTILATION ACCESSORIES TYPE SIZE COMMENT ROLLING SERVICE OOCR lZ-0', 1(-0' INTERIOR MOUNT HOOD LIGHT LED ELECTRIC VENT 4200cfm LOUVERED OPENING COONT 4 1 1 1 DRAWING APPROVAL 0 APPROVED □ APPROVED WI CHANGES NOTED CONFIRMATION Of DESIGN LOADS AT SITE PER TliE LOCAL BUILDING DEPT. SIGNATURE: _______ _ DATE: _________ _ BUILDING CODE w/YEAR: WIND LOAD: ________ _ EXPOSURE SOOIILOf\D: RISK COLORS ON THESE ELEVATIONS MAY VARY SIGNIFK:ANTl Y DEPENDING ON PRINTER OR MONITOR PLEASE REFER TO MEMBRANE SAAf>L.ES FCR ACTUAL COLORS. ®0 1,~1~ I lZ-5' I 4·.5• I ll-5' : 40'-0' @ ~~G-~:.ELEVATION 12'-5' IH I 1z-s· w-o· @LEFT ELEVATION 0 1/8'. 1'-0' I T RELOCATED ~ , MEMBRANE FLAT ENO : WALL C/W tlE{i j UPRIGHTS "STRUCTURE~ 2S-311/16" ~ '-OOIFIED ME"'3RANE FLAT END WALLC/W~ UPRIGHTS WI lifn'. 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CENiER I •CP MOTOR CIRCUIT PROTECTION C j CONDUIT 'NllH 'WIRE i MECH MECHANICAL CATV i CABl[ TEl.EVlSK)N ; MIN MINIMUM CCTV : CLOSED CIRCUIT m.E'lll'SKJN I MLO MAIN LUGS ONLY ' ce ~CUil BREAKER I •ID MOUNlED ; CLG CfllJNG ; •TG MOUNTING ' ClF ~ CURENT LIMITING FUSE ---+. -CU< CLEAR NEUlRAL co CONOUJT OtL Y Will-I NYLON ~UU.CORD NC NORMALLY a.osm ' OOAX COAXlAL CA9l£ NEC NA TIOHAL El.ECTRiCAL CODE I OONC CONCRrn: I N/C NOT IN CONTRACT I OONN CC>NNECT OR CONNECllON NL NIQH UGHT ' OONT CONTINUA.OON NTS NOT TO SCALE I co.m COf'(TRACTOR NO NORMAL.LY OPEN ; CPT CONTROL POWER TRANSFORMER C\J COPPER oc ON CENTEA CT , CURRD,tT TilANSFORMER om OWNER fURNtSI-E) CONTRACTOR INSTAl.1£D I cw :COLD WATER ! Of1ll OWNER FURNISHED OWNER INSTALLED ' l D OWCA T£D OUll.ET PS PUUBOX DC DIRECT CURRENT PC PHOTOCEU. CONTROl -DIA DIAME:1ER ! PCTC PHOTOCELL/TlMECLOCK CONTROL. DISC DISCONNECT PE Pf'IEUMATlC-El.ECTRIC DIST . 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CONDUIT I XFMR TRANSFORMER IJ\ICNilD i lt,ICANDESCDlT ; XL EXISTING TO 8E RELOCATED "" NO, LOCATION or REl.OCA'ltD nm.IRE J-OOX JUNCTION BOX XR EXIS11NC TO BE REMOVED SINGLELINE SYMBOLS AND DESCRIPTIONS I SYMBOLS AND DESCRIPTIONS t ' I) ' l UCPS LANDING LUGS ORCUIT BREAKER I ~lS 1 M AUTOMATIC TRANSFER SWITCH ~~17 i,.u. , if TRANSFORMER tt'~ GENERATOR J.. GROUNDING El.EC1ROOE AND CONDUCTOR I ce DUPlf.X RECEPT.\CI.E MlD 1~· AfF TO D SMTCHBOARD BOTTOM. DEVICE: MilTE. CO~ TE: wtillE D DEDICATE) 20A RA"TU) OVPLEX RECEPTAO.L 0 ce WTD 15" AfF TO BOTTOM. DEVICE: GRA'( 'TRANSf"ORM!cR CO~PLATE: CRA.Y I -·· GA GROUND FAULT INTERRUPTER DUPLEX ce RECEPTA.ctE M1D 1 :s• A.Ff" TO BOTTOM. D, FUSED DISCONNECT SWTCH PR0"1DED WJ'Tl-4 OEDICATO> NEUTRAL DEVICE: WHITE. COIIERPLATE: WHITE. ' Ill' WEATHER PROOF OUPL£X RECEPTActE MTD CONCOJ..£D EM1 CONOUIT WITH WIRE Zf12AWG i ce t5" Afr TO BOTTOM. OE'VICE: WHllE.. /"----.... + 1fl2Al¥C GR.EEN CROUNO, S/4:"C WLNIMUW. 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L LONG TIME TRIP ~ UTILITY METER WITH C. T.s. s. SHORT TIME OVERCURRENT "TRIP I. INSTANTANEOUS lRIP Q}-1 .lJNCTION SOX. WALL MOUNTED. ~ HOMERUN ~ Cl.JRRENT TRANSFORMER []l:[] SURGE PROTECTIVE DEVICE Wini 6D~ FEEDER Q) ..AJNCOON BOX. SURF"ACE MOUNTED, ,1/,½o' HATCHED CONDUIT AND 'MRC TO SE REMO\JED i CONCEAL.ED. i IZI CODE SIZED PUUOOX AS INDtCA 'TED ON ----HY-HIGH YOlTACE CONDUIT UNDERGROJHO P!ANS. ! --· ·-·-·-·· --·-·- IS] CODE SIZED PULLBOX OR SPLICE BOX AS -T-TEL.£PHONE CONDUIT UNDERGROUND INDICATED ON PLANS. -PAtJEl..SOARD SURfACE lo40UWlED -3 INDICATES COWOUIT STV8-UP OR: S1U9-0UT LOCATION. LIGHTING SYMBOLS AND DESCRIPTIONS M~~u Cl SI f2" . J ,, ..... -~ :o~ ~ ~ WG I• uGN;TH • AND S><ALL 1NciuoE ALL €osrs. EQUIPMENT, MAmoALS, t1. 1~E" n n ~SJ"f~{M!'·?·:-1: I ~t;;tfi <CUI • ~ ~-E -~ ~' 1 • \IERlFY ON UTY COMPANY ENTS FOR ALL WORK ~ § !~: 1-:.:~ :i~~ :~~i~~:&~ ~ ~~:~ ... 6t4f0RMATION =~~~ .-it~ ~Bl~~ SER~ ENlRANCB. AND I 1s. All GROUND COfllDUCTORs SHALL BE INSULATED COPPER. I Hi. All CONOlHT SHAU. B£ DH (NSTALLED IN INTERIOR 1 COr,ICEAl.£D SPACES) OR SCHEDUl.E-4,() PVC (INSTAl.llD UNDERGROUND) UNLESS OTHERWISE NOlll>. 20, ALL AMPACITIES ARE BASED UPON TABU; .110.1S(8X16) or lliE 2017 N..E.C. ~ ~ !~: t~:m= = ~rr:rA.L~r::~~llON SHALL BE OBTAINED FRON 11. HOTFY POWER UlUTY COMPNJY OF ANY SfGf,IF)CAN"J ~ ~ : ~:!+= = SWITCH 14. "THESE ORA~NGS ARE SUPPLEMENTED BY PRIPmD ~~~ ~~ ~~· SHU~ OF ~ SO • 1-BUTTON OIMl,UNG SWITCH Dl\'lSION 16 OR DfVISION 2fi U£C1RICAL SPEaflCATIONS: 0-lOV DIMMING CONTROU.£R 'Willi INTEGRAL RaAYS AND 4 RJ45 PORTS. PROVIDE QUAA'TITY or REl.AYS AS SHOffli, 20A MAX 12D/277V. WA TTSlOPPB< OC1 • l-RELAY DC2 "' 2-RELA 'I' DC3 • :)-RELAY NETMJRK BRIDGE WATTS"TOPPER LMBC-JOO CEILING MOUNTED OlciT"'1.. DUN... TECHNOLOCY OCCUPANCY SENSOR MlH flELD ACUJSTASLE ULTR,l,,SONIC Afll> PASSI~ INFRARED TECH.NCl.OGIES. OETECTIOtl TECHNQ..QGY SHALL BE SEI.ECTABl.£ AS FOLLOWS: ULTRASONIC/l'IR/eOTH/E)THER WATTS'TOPP£R LMOC-100 CEJUNC MOUtHED PHOTOCEil. W~ TTSTOPPER CL • a.OSED LOOP -1 ZONE Ol • OPEN LooP -J ZONE DL ~Ai LOOP,"--_-~1_zc.cON_E~------, WMINAIRE CI\U.OUT: ~ LUMlNAJRE TIPE UNIQU£ WIIIINAIRE SYMBOL ~~~~Q ...:~TCH U:CS B-EMERGENCl' POWER SOJRCE: 'EB" IS EMtRCENCY BATTERY 'E( IS DIERCENCY INVERTER 'EG' IS EMERGENCY" GENERA TOR i 5. 'THE COMPtr'TE. £L.£CTRICAL CONS'TRUCTION DOOJM~T P.-.CKAGE CONTAINS BOTH SPECIFlCATlONS ANO DRAWINGS. lHE COtfTRACTOR SHALL OBTAIN AND ~YEW THE COMPL£1E UECTRICAL CONSTRUCTION OOCIJMENT PACKAGE PRIOR: TO 'THE: COMMENCEMOIT <Y ANY WORK ANO INC.UDE ALL COST IN lHS 810, All WORI( SHAU BE IN ACCORDANCE WITH LOCAL CCO£S. CAUF"ORNI~ El..EClRIC.a.L CODE 2019, STATE Of CAlJfORNlA ENERGY CONSERVATION STANDARDS AND All. RECUIREMENT Of" lHE .WlHORITI HAVING .RJRl&XCTIOH (AHJ). 6. CONlRACtoA: SHALL COOROINATE AU £Qu1PMENT LOCATIONS WllH AACHITECTURN... loiECHANICN.. STRUCiURAL PWM9'NC ANO ALL APPROPRIATE. DiSCIPUNES. 7 N<JY ~~EPANCIE'S 'THAT OCCUR SHAU. BE BROUGHT TO lNE A.TTEN110N OF" THE DESIGN TEAM AND/OR ENGINEER PRIOR TO THE START OF COMSlRUCTION. 12. \IERIFY EXISTING CONOITIONS PRIOR TO BfD ANO tNCUJOE AU COSTS AS REQUIRED FOR A COMPLETE AIIID FUNCTIONAL INSTAl.1.ATION. 15. T1-iE CONlRACTCR :stW.L REVI~ EQUIPMENT MANUFACTURER'S REQUIREMENTS ANO PRO"VIOE FUSE SIZES AS INOlCATrD. RO.AYS. CONNE.CTJONS OR OTHER Ra.A.TEO Yf'ORI( TO COMPLETE ll-!E ELEClRICAL SY'STDI. 14. AU. DEVK;ES AND EQUIPMENT SHALL BE INSTAllED IN COMPUAHCE 'MTH A.O.A. REQUIROIENlS. 11S. CONTRACTOR SHAU. CONctAI. Ml. CONOUIT, FITTINGS, AND DEl,'ICES FROM 'vlEW WI-ERE REASONABLY POSSIBt.E. 16. CONTRACTOR SHALL ENSURE ll-4,t,i All CONDUIT. f1X1URES, FlTTINGS,, AND DEVlctS lOCA TED IN PUSUC AREAS ARE TAMPERPROOF ANO PROTECTED FROM PHYSK:AL DAMAGE. MICHAEL WAI.I. ENGINEBIING 858-638-0600 858-638-0640 lfa.icl ww-w.mr,aHeog.corn 2550 Fifth Are~. 21 FllD£R SCHEDULES II\IDICA1E DATA F~ COPPER COIIOUCTORS RA TED UP TO 600V AT 75 DECREES casius. 22. TH£ CONTRACTM SHALL OBTAIN AU. REQu1RED PERMITS. APPROVALS, UCEN:SES. ETC. AS NEfDEO FOR THE COMPl£TE ELECTRICAL INSTAl..1.AllCJtil. "THE CONlRACTOR SMAl..l COCROINA TE WITH THE OWNER FOR AU.. FEES AND DATA NEEDED FOR THE ABOYE ITEMS. 2J, All l«XJF"--MOUNTED EOIJIPM.ENT SHA.1.l BE SERvED BY CIRCUITS ROUlill BELOW TI-IE ROOF STRUCTURE. 00 NOT A:001[ CONDUITS EXPOSED ON Tl-IE ROOF. UMfT FlNA.I.. CONNECTIONS 10 ROOf EOUIPMENT FROM ROOf POfETRA TION TO 10 FEIT. 24. rOR AU. om:RIOR CONOUlls: EXPOSED TO DIRECT SUNUQtT, 1HE CONTRACTOR SHALL AlMIST CONDUCTOR ANO CONDUll SIZES AS NECESSARY TO CCIMPLY WITH COOE-REOUIRED ~sarf lEM?ERAlURE -'MPACITY 0£-RATINC. DESCRIPTION MINOR CONDITIONAL USE PERMIT SUBMITTAL DESIGN DEVELOPMENT PLAN CHECK SUBMITTAL '·-, ,, ,,. -. ,-,-1 .11....1 " L tS~ -Ir 11'_1~ FEEDER SCHEDULE NO. DATE ' 1rn0C202 2 pJ/11r.llJ:£. 3 •="- ' ", ' -In,, • A ,. .,11, --·· - I Sl'-1 Uol Tabllt Sheet Number Sheet TI~• E100 NOTE Slff:ET [200 E300 E400 " ELEClRICAL SllE UTILITY PLAN SINGLEUNE DIAGRAM DEtAIL SHEET IFERGUSON PAPE BALDWIN ARCHITECTS c:: - 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com B ILT" c,r ___ ----If,-- •F -.-.-I I-'( It '.._F:.·-1 ..,_ -,. ~ 0 CIT/;, .~Ki ·~ y;~~HW AD I LJ J.\1/IIWVt;ML;/\ J" PLA.l\~ !"OH Temporary Fire Station 7 NOTE SHEET City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 1· ~-r r 11 1--,c: -,, 11•--I -· I ., : -•I I f-_---: FPBA PROJECT NO. ... , 6d 0 ------------- 0 .~~~~-!-RICAL SITE UTILITY PLAN :::, PROPOSED TEMP FIRE APPARATUS HOUSING MICHAEL WAil ENGINEEIIING 858-638-0600 85&-638-0640 UuJ w•w.Jn•l~Com 2550 Filth Awenue. Suite 8t0 llll Diego, CA 92103 DESCRIPTION MINOR CONOtTIONAl USE PERMIT SUBMITTAL DESIGN DEVELOPMENT PLAN CHECKSUBMffTAl ' ' " -r ,----,-,. kl: .11_1 , " ·-~, Kie I . SEWER LIFT STATION ~ APB-1.3,5 ~ NO. DATE 1 11f11Y7n7 2 J():3111r.>U7 3 •=~u T ,, " , ., l • ~- ,I<.!- p . KEY NOTES: 0 SWITCHBOARD 'MSA'. ® 0 0 © © NEW STANO-BY EMERGENCY DIESEL GENERATOR. AUTOMATIC TRANSFtR SWITCti 'ATS-1'. PANEL 'PB'. lRANSFORMER T-PB1'. PANEL P81 LOCATED IN PROPOSED TEMP FlRE APPARATUS HOUSlNC. 0 TRANSFORMER 'T-lR1' © SERVICE DISCONNECT FOR PROPOSED TEMP FlRE HOOSINC MODULE 1. CCK)ROINATE LOCATION OF DISCONNECTING MEANS Willi MANUf ACT\JRE PRIOR TO TRENCHING. © TRANSFORMER 'T-TR1' @ SERVICE DtSCONNECT FOR PROPOSED TEMP FlRE HOUSING MOOVLE 2. COOROINA TE LOCATION Of DISCONNECTING MEANS Willi MANUFACTURE PRIOR TO TRENO·HNC. @ ~~~DECM~~El~'tOR~=;;~T~E~~ ~~ JP STATION. COORDINATE DISCONNECT LOCATION ANO LOCATION OF UST STATION 'MTH OVIL IFE R G USON PAPE B ALDWIN ARCH ITECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com /)AS Bvl_T" ·r __ ------, J..:'·,1=-.vp i.;v. Ir _t-.:.__ , G;J I ClTcY-, 9.[ 'C:ll.RJ.,,~~AD ID l\ll-'IW\L;ML.NI ~'l...\t.; e;: I· Ult Temporary Fin, Station 7 ELEClRJCAL SITE UTILITY PLAN City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 I' ,' v II e-c · -II ,. ,, . I : _; I ~ --: : FPBA PROJECT NO. ..,,., 2 Lo.,.QSl.lllMMY MAIN SwtlCHBOMO' MIA' TJtAHS~ ~ A.T'S•' S._.TOTA.L LOAOVA I 7WI I "1 I LOHO COM". LOH)A.T 2ft, ~·=-~~I~"~ TOTAL AT 20tYN20V WM 4W WI™ La..tc=-~~=::::1 =~,..~:::;1 llll0UMTIN13:"-"'AC1: PANEL VOl.TAOa:c -«m1!/ •N Ni l'K,l'MllltAn-, •• ----lfllll'JN:-• AICMnNll:-.-,C STA~ -l'la!M:«IOlt. --. I . I C " u . . .. M ll L . I C -- 1--Ul'TS1, ... 1 . "' ... , ,. , ..,, Xl'MlT_,..1 .... I "" I . . I • . -. .... .... I "" . .. ' . -, ·-..._,.nu .,_ I ' ... I -..... ..... I I ~ . -■, .... .,, -...-~ .. -,-1'112 ■ ..... I ■ ,, ••• t •■ -·-... ■ ■ ·-I ,s~ •• .. --• ..... I I I -•I • ■ -1 -... -.,_ ..... IICTD: I I 2'tCII I 2"" l ... 1, MOUNTINCI: 5UIW'ACf l'IDl'MOM:TIIAHSFOAMEJIIT•P81 ...... ,, " . . ' .. .. . .. .. ~ .... ~;r u C _,. PANEL .. , NCMTIHO;:.,._,o,wc='-.---~~~•FTA"<TVS: NEW """' ·- ?T~ ~R ,., .... -·· 114NIPI vot.TAOlc 120\ll'MCN' l~IW IUS:1-... MAIN: 1GCl,t,'2P D,,-t..lloo, • L lit M I" A llPMllt L A 80..........,.;,_ ... """'"""'" • -'1 • a I 20 t 2JO t 1t-10•: · I 12 • OBIIATT,OMQ;, 21 A· Z2 0 .,...,. ....!!!!.......!!!!... Ptt,,Sl:SL.eTOTAU: "'20\/A SUS'l'OTAL• 9 • 2'20YA XIL.:mr.Q.• 111tVA TOTAL• l(JitVA .... C PANEL SCHEDULES AND LOD SUMMARIES NO SCALE :J SWITCHBOARD MSA 400A 480Y /277V 3PH 4W 30KAIC I ::: :1 )J L INCOMING POWER PER UTILITY CO. {1)#J/O AWG (CU) UFER GROUND ,. {1)600KCM {CU) BONO TO COlO WATER SERVICE AND BUILDING STEEL 250KW/313KVA. 480Y /277V 3PH 4W STAND-SY DIESEL GENERATOR r:::;~r;::::---::::::7 I L.ooJ I 400AT L JP _J NEWA 3R N G RENTL Y UNDER RE_. 25KVAI NEMA 3RL_ I' " ONSTRUCTION (1)f8AWG, )fC. 0 SINGLELINE DIAGRAM NO SCALE DESCRIPTION MINOR CONOiTIONAl USE PERMIT SUBMITTAL ..awl.WAllENGINEf!W«; 858-638-0600 851!1-638•0640 u, ... , ••••••htlG,cocn 2550 Flitt, Awenue. 1ft Diego, CA 92103 11 ··- DESIGN DEVELOPMENT PlAN CHECK SUSMITTAl ,1.:;1 , r-rc:~0 1cr ,. ' 200AS 2DOAF 2P NO. 1 2 , 0 ® 0 0 KEY NOTES: SIGNAGE SHA.LL 8£ PLACED AT SERVICE ENTRANCE INDICATING TYPE AND LOCA 1lON OF GENERA TOR. SER\J1C£ DISCONNECT FOR CONNECTION TO PROPOSED TEMP FIRE HOUSING t.tOOUL£ 1. SERVICE DISCONNECT FOR CONNECTION TD PROPOS£D TEMP F1RE HOUSING MODULE 2. PANEL LOCAlID IN FlRE APPARATUS SPRUNG SlRUClURE. GENERAL NOTES: 1. EACH TRANSFORMER SHAU. USE lHE NEAREST ELECTROOE AS lHE SECONDARY CROUNOING SYSTEM. {I.E. BUILDING STEEL COlO WATER PIPE). 2. All. EQUIPMENT IS NEW UNL£SS NOTE:0 OTHERWISE. .}, ALL F\JSES SHALL BE CURRENT LIMITING CLASS RK1, TYPE LPS-RK-SP. (FAST ACTION 6001/), OR CLASS RK1, TYPE LPN-RK-SP (FAST ACTION 250\1). 4. fil CONDUCTORS RAlID 600V OR 250V SHALL HAVE 'THW', 'lr4HN' OR 'TH'lm' INSUlA TION "'TH EMT CONDUIT. UNLESS NOTED OTHERWISE. 5. ALL SWITCHGEAR ANO EOUIPMENT S><ALL BE FUlL Y RA TEO FOR THE AVAILABLE FAULT CURRENT. 6. ALL lRANSFOR~ERS TO BE eo· RISE 200AS 200AF 2P IFERGUSON PA PE B ALDW IN A RCHIT ECT S 4499 Ruffin Road Suite 300 "<L ,, . .\S ---n- :.•=--, San Diego CA 92123 619 231 0751 www.fpbarch.com BJIL _., ----" ' It ...,f.LL •~•Ii ·1 T=" DATE I ~~~~ II CITJ_ .2~ _c~~~'~'BAD ILJ 11(1r;no2 03/11,.:v"" ~=~ IMPROVf.\ff.l\'T Pl.A.~~ FOR- Temporary Fire Station 7 SINGLEUNE DIAGRAM City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 1----11 FPBA ~c:,ECT NOi II I I I' l'I a .. 1 l 4091 ' ·-F"1 .I 0 00 KEY NOTES: 0 ~~~~'1!~~c: .. ~~~:~~ ~TCH. © ~~T~';tJ~~~~DU~~o!~~ e:~NO SlUB TO ORCUIT BREAKER ENO...OSUR(. 0 CENERATOR lNSl0£ NENA JR ENQ.OSURE. 0 fAN-COClUD RADIATOR ANO COQJNG AIR OISOIARGE. 0 ~~~ ~r,1,~~l~Dt~~f OYERAU. HOGHT OF CRtTICAL © ~~RtANa. MOUl'rf1m INSIOE C£NERATOR SET r,IEMA 3A 0 ~~r:AAN~ g:~~R~OOf'/TEO 6NSID£ GENERATOR © ~c,:CT WATER HEATER. 0 ROUTE IIINIWUM 6f14, ¥4.C TO ATS fOR lRANSFER SIGNAL @ J/4°C. (t)fJ/0 BAA£ COPPER ~E TO GOUNO ROD. @ 3/4"C. X 10' Ca>P£R GROUND ROO. PLANS CURRENTLY UNO NOT FOR CONSTRUCTIO IIICIWI. WALL ENGll&RING 858-538-0S00 558-538-06,o lful ,rww.mwallong.c:0111 25:S 0 Fiftll Aveoue. Suite 810 1n Ole.go. CA 92103 GENERAL NOTES: 1. VERIFY FINAL GENERATOR SET OIMENg(JNS 'MTH SHOP ORA'MNCS. ,_.AltilTAIN M!NIMUW ctLARANCES AS IMOICATED. 2. ,. GENERA TOR SET ENCLOSURE DOORS SHAU BE F1JlL Y OPENABlE SIDES 'M"rn 0.EARN+CES MAINTAINED. SEE DIMENSIONED AROITECTURAl. PL»lS r0R GENERA TOR YAA!J LAYOUT. CONlRACTOR SHAU. 08:T>JN A TANK APPUCAllON PERMlT PER CTY OF" 4-SAN DIEGO REQUIREMENTS. GOIERATOR SHAU. 8E IN COMPLIANC£ WITM UL 2200 PER O:C 604.1.1. .. EMERCE.NCY AND STANO-BY POWER SVS'TEMS SHAU. BE INSTAl.1.£0 P£R CEC ARTICLE 700 N-10 701. Nf'PA 110 ANO Nfl'A 111 PER a:c 604-.1. 15. FUEL TANK INTEGRAL. OR CONNECTED TO FUEL-FIRED APPIJANC£S SHAU BE LOCA TEO NOT MORE lHAH TWO STORIES BEl..OW GRADE PLANE PER Cf"C 60.J.2.5 OUTDOOR ,-__ _ DETAIL SHEET IFERGUSDN PAPE BALDWIN ARCHIT ECTS 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch.com r,f ---- I J_-'t.~ ,r l fl L City of Carlsbad 4600 Carlsbad Blvd, Carlsbad, CA 92008 ,-:-,-•~~~-,-~~-"-+--~-••'>· .. -_~,0-'.-1·~-'--_-<1~ .: ;,' ==ll•PBAP~~J~~;~O: 4091 II '" ff 11 I Appendix D Appendix E A Faster Wav. to Build e u1re a & ment t g I nt Struct i Sprung will supply a Technical Consultant on site to provide information about structure assembly and erection and will supply hand tools fo r the Buyer's/Lessee's use . Sprung's Technica l Consultant is not authorized to perform any other services. The Buyer/Lessee alone is responsible for supervision of and safety compliance in structure location, assembly and erection. The Lessor's Technical Consultant is supplied for an 8-hour day, 5 days per week. Any request for overtime must be agreed to in writing by Buyer/Lessee prior to overtime taking place and will be charged to the Buyer/Lessee at the contract rate. If Buyer/Lessee chooses to use less manpower or less equipment to erect the structure than what is outlined in the quotation/purchase agreement provided, this will extend the number of days for erection. The extra charge for the Technical Consultants time, meals, accommodation , and ground transportation will be $945.00 for each day over and above the time allowance above. Each worker expected to operate an aerial manlift should be qualified to do so. This includes operation of the equipment as well as the proper use of the personnel fall protection. Training can be easily obtained from the rental company supplying the equipment. You will also be required to supply a site supervisor with construction experience to direct your labor force thereby ensuring your project is completed according to your schedule. Manpower Equipment 6 workers 1 Scissor Lift /w 18' (6m) high working deck 1 Man Lift /w 40' (12m) boom Power supply Crane1 /w 45' (14m) stick Appropriate Fall Protection (body harness & lifeline) 2 Forklift 8000 lb (3600kgs) (to offload truck & stage materials) 1 The crane must be capable of lifting 815 lbs (370 kgs) from a distance of 25' (7 .5m). This weight refers only to the arch. The rigging will add weight as well. Consult your crane supplier to determine the exact crane size required. 2 Please refer to the recommendations on the last page of this document. Recommended Fall Protection for a Sprung Structure -40' (12.2m) Width These fall protection recommendations are not intended to interfere with the contractor's right and responsibility to determine appropriate means or methods of fall protection. They are recommendations subject to the contractor's review for applicability and safe use on the contractor's project or other equally safe fall protection system as determined by the contractor. /w safe !Rope Grab: c/w the anti -panic featur~ !Lanyard: Energy shock -Absorbing! Life line ➔ 2 Appendix F WHITE A Faster Way to Build Our Polyurethane Architectural Membrane Offers Superi-or Performance www.sprung.com info@sprung.com • Blackout design prevents solar gain and manages climate control • Weighs approximately 20 oz. per square yard • High strength, rip-stop • Exceptional fire-retardant capability • 15-year pro-rata guarantee • Opaque for maximum longevity and energy efficiency • Available in white, gray or tan • Rain Kl een® fin ish prolongs life of the fabric and is easy to clean *The selected Pantone color numbers are a visual interpretation of the membrane colors. The above color chips are not true and accurate representations of the actual membrane color. Please request a membrane sample prior to ordering. Durability. color choices and ease of cleaning are among the many hallmarks of the architectural membrane of your Sprung structure. A faster Way to Build POLYURETHANE ARCHITECTURAL MEMBRANE Base Fabric Type (Scrim) Adhesion ASTM D4431 Finish Weight Method ASTM D3776 Surface Protection Tongue Tear {lbs) Method ASTM D2261 Grab Tensile Method ASTM D5034 Strip Tensile 1" FED-STD-191A Method 5102 Hydrostatic Burst ASTM D751 /A Cold Crack FED-STD-191A Method 5874 1. NFPA 701 2. ASTM E84 3. California State Fire Marshall 4. CAN/ULC-S-109 5. CAN/ULC-S-102 FIRE RATINGS Polyester 20Ibs (lbs/2in) 20 oz./sq.yd. (+/-5%) Acrylic Top Coat (Rain Kleen) W175/F155Ibs W 450/F345I bs/i n W325/F245Ibs/in R600+ F600+ Pass -40° F Flame Spread Index <25 Smoke Development rating <450 Fabric Registration LICENSE NUMBER: F-079301 ARCHITENT EXCEL 18 Product Marketed by: HERCULITE PRODUCTS, INC. P. 0 . BOX43q EMIGSVILLE, PA, 17318 Issue Date : 06/10/2022 Expiration Date : 06/30/2023 This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. Issued By Vikkie Franklin Fire Engineering License Manager Fire Engineering & Investigations Division Reviewed and Approved By Patricia Setter Deputy State Fire Marshal 111 Fire Engineering & Investigations Division OFFICE OF THE STATE FIRE MARSHAL Please visit calflre.govmotus.org for more Information on Licensing and Permitting with CAL FIRE Page 1 of 1 OIVE RSIFIED TEBTINO L.ABDRATCRH!S, INC. 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-77i0 • FAX (336) 227-1175 www.dhterslfiedtestinglabs.com May 4, 2009 Ms . Va 1 Wagman HERCULITE PRODUCTS, INC. P.O . Box 435 Emigsville, PA 17318 Refer ence: Flammability Test Report Lab Identifi cation No. 9690 Invoice No. 22128 (Attached) De ar Ms. Wagman: Qne (1.) samplEl, identified as ARCHITENT EXCEL 18, LOT# 42782, was r eceived and tested in accordance with the Califoruia Administrati ve Code Title 19--Publio Safety, Section 1237. Flame Re oi.stance , Small Scale Test. The results are as foll ows: Rpc~imen Number After Flame Time (sec) Char Le1~9th (in) ~ength Width Len~t_g !1i d t.h --- 1 0.0 0.0 4.8 4.3 2 0.0 0.0 4.7 4.1 3 0.0 0.0 4.3 4.1 ii 0.0 0.0 4.l 3.7 s o.o 0.0 4.5 3.9 Avg. 0.0 0.0 The sample submitted, in its original state, meets the minimum r equiremen~s of the above standard, The char length may not exceed n. 0 i nch~s for any individual specimen and the average aft er.fl a.me t i.me may not exceed 4.0 seconds in the length or width directions. I f there a:r.e any questions or when we can be of further assistance, please let us know. /11\r Attac-hment ouR IJiTTCO:lANll t'IEPOAT&Atl~ fOR THC. EXC..'1.IJIIIV6 U!ll! or THh OI.IENTTO Wl10t,ITIIGY Me ADUKl':GaliD, ANY COMMVNlc:ATION TO OTHl;HB QA TI Ill USE OF O\IA C:ClMPANY NAM!-MllBT Kl:.'CFIVG PnlOA APPROVAl. OVA lEllT nESUL1'S N>PLV Ol'ILY TO TIIEi GAMl'LI: TFATCO ANO ARF NCJT NCCESSAHU.Y INDIOA"TIVI; 01' ,HF. QIIJ\UTIEll OFAl'l'ARi;NTLV 1oeN'rK'.1~ OR DIMILAR f ROP\ICT9, t!~Ml'l,l!D NUJ LlP$TROYEO IN fi;RTINGAAE. IIH~itJE.O .UlAXIMllM C'lF"TMIITTY llAV~. TII[; LfTI'l:!K~. RFPClRTS OJI NAMF Of OIVl::Jll!1Flt1l I !'~TING LABOHll[OAIEJl, INC. MAY NOT RE UGCD IN AllVERTlfllNU 1(1 IHE GE'NERAI PIJOL\C, DIVERSIFIED TEaTING L.ASCIAATORlll!II, INC. 336 WEST FRONT STREET PO.BOX4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-77i0 • FAX (336) 227-1176 www.dlverslfiedtestlnglabs.com May 4, 2009 Ms. Val Wagman HERCULITE PRODUCTS, INC. P . 0 . B<.1X 4 3 5 E:migsville , PA 17318 Re f erence: Flammability ·rest Report Lab Identification No. 9690 Invoice No. 22128 (Attached) DP.ar Ms. Wagman: One (1) sample, identified as ARCHITENT EXCEL 18, LOT# 42782, was received and tested in accordance with the California Adtl\i.nistrative Code Title 19--Public Safety, Section 1237. Flame Resistance, Small Scale Teat. The sample was tested after 72 hours of leaching. The results are as follows: 8pec!imen Number After Flai:ne Time (sea) Char Le:ngth (i.n)_ Length Wid·th--Le:igth Width ··-- l 3.0 12 . 0 4.7 4,6 2 0,0 0.0 5.1 4.9 3 0,0 0.0 4 • ,9 4.7 4 0.0 0.0 5.0 -4. 7 5 3.0 0.0 4.6 4.7 Avg. 1. 2 2.4 T.he sample submitted, when tested after 72 hours of leaching, meeta the mitiimum requirements of the above standard. The char length may not exceed 6. O inches for any individual specimen and the average aft.er.flam0 time may not exceed 4. o seconds in the length or width direct:l.ons. If there are any questions or when we can be of further assistance, please let us know. KSM/rrrr l\ttachment OUl'I lf.JTI!llflANU !'lE!>OATSAHt: ,o~ THI! EXU.IJslV, Ull~ DP TH~ UIJEr./TTOWHOM TUEY /\Ile AOUHhG6ED,Al'IY COMMVl'IICVIT/ON TO OTH!-.H6 QR TI I~ USE 01' OUR C:OMPANY NAM!-MIJ!lT Hl:r.Fllf[; PlllUA APPROVAL OUR TEliT nl:SULl'S. IIPPLV ONLY TO TI\6 CAMJ'Lt: TFRTCtl AND AAF IIOT Nl!CCij~,Alill.Y JNDIOll'TIV!; Of 'I Hf; QI 11\UTJal or A~PAflENnv tDeNri0/11. OR lllMILAR PROPIJCTfl, l!AMPUUI NOHl/!STROVED IN l'H!iTl'IG Me HHAIN!eo /UIAXIM\l.1AnFrt1/RTY 11;..vr,. THC LCTI~ll. AFPnATS 0/1 ~AMF OF DlVl!rnllflt'U l~AT1NCI LAllOHAfOAJEn. iNC. MAY NOi AE UGCD IN AJIV.RTIOIN□ 'II.I l~IE O eNe/lAI PUBLIC, ' DIVE RBIFIED 'TEBTINQ L.A&DRATDRJl!l!I, INC. 336WESTFRONTSTREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 22.7-7710 • FAX (338) 227-1175 www.diverslfiedtestlnglabs.com May 4, 2009 Ms, Val. Wagman HF.RCULITE PRODUCTS, INC, P.O. Box 435 Emtgsville, PA 17318 Reference: Flammability Test Report Lab Identification No. 9690 Invoice No. 22128 (Attached) Dear Ms. Wagman: One (1) sample, identHiad ae ARCHITENT :&XCEL 18, LOT# 42782, was received and teated in accordance with the California Administrative Code Title 19--P\lblic Safety, Section 237. Flame Reaist:ance, Small scale Teet. The sample was tested after 100 hours of accelerated weathe;-ing. The results are as follows: Spec;imen Number After Flame Time (sec) Char Length (in) Length Width L,engt.t} Width l o.o 5.0 5,3 4 .7 2 5.0 o.o 3.8 ' 4.8 3 0.0 3.0 4,5 ,Ll 4 0.0 0.0 4.4 4.8 5 0.0 0 .0 4.S 4.7 Avg. 1.0 l. 6 The sample submitted, when tested after 100 hours accelerated weat;hering, meets the minimum requirements of the above standard. 'the char length may not exceed 6. 0· inches for any indivi dual specj.men and the average afterflame time may not exceed 4.0 seconds in the length or width directions. If t1;1ere are any question~ or when we can be of ·further assistancG, please let us lcnow. UIJR lfTTf(l!lAA!I ~IIA/11:! l'OATHI! l!XCI.IJ111\" Ullt! OrlH1:WENTTOWHOMT1n;v MeAD\1111, liD,ANYCOMl,1\INIOI\TiDN TCO.lH.l-'.118 OIi TIIQ USE OPOIJ!I COl,IP_AN'f NAMI-MIIGT !IE(';I\IG Plltofl APPROVAl. 01JA TEllT n!llUl.)"8 N'PlY ONI.Y TO TI le llMV'U:: ™TCO AND ARF NnT N!!CfllflAHil.Y INDICATllil? 01' ,HF, Qlil,UTEIJ 01' AWAI\ENn.V 10e,,mcw. OR DIMIL.Afl Pf\QPIJCTS, IIAIM'I.Ell HIYf Ul'STROVEO IN llvlffia ME H fA!NED /UWCJMli)A OFTH111TY llAYl'I. Tl 11: L~s. I\FPORTS Of\ NM!F OI' i>IVEnSlflEI) 1\'~TINO lAllot\AfOAlEll, ltlC, MAY HOT RC UGCO IN Al>VoRTIDlNO W 1~1£ G!NEAAI PIJOLIC, DIVERSIFIED TEBTINO L.ABDRATDRUi!EI, INC. 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE {336) 227-77i0 • FAX (336) 227-1175 www .diversifi edtesti ng labs. com September 5, 2014 Ms. Stephanie Mummert RERC0LITE PRODUClS, INC. P.O, Box 435 Emigs~ille, PA 17318 Reference: Flaromability Test Report Lab ldentification No, 11643 Invoice No. 42409 (Attached). Dear Ms. Mummert: One (1) ~ample, identified as 111131 ARCHXTEN'l' EXCEL 18 LOT 156018, was received and tes,:;ed in accordance with the National Fire Prevention Association Na. 701, "Standard Methocia of r;.re Tests for Flame Propagation <:Jf Textile.I!! and Films, 2010 Edition, (Test 1, small Scale)". The results are as follows: seecimen Number Residual Flame Weight Loiu (seconds) <percent) 1 o.o 2.00 2 0.0 0.93 3 0.0 1.10 4 o.o 0.82 $ o.o 4.31 6 a.a 0.58 i o.o 1.22 8 0.0 1. 03 9 o.o 0.87 10 0.0 1.04 AVG. o.o 1.47 The fabric sample submitted meets the minimum requirements of the acove standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard d.eviations. The a,rerage. residual flame cannot exceed 2.0 aeconds. I! there are any ques~ions or when we can be o! further assistance, please lat us lcnow. sincerely, Q~ Bobby E. Puett BE!?/rnr .Attachment UUl'<I.F-TTCnllANll ~EPORTSAHI:: mR THt! l!XL'lU~IVli\Jlll! or THI:. OI.IENTTOWHOMTflGY MCAOUK~.GSGD,ANY CCMMUNK'JiTION TO OTHt-.Hll OR TIIC USE OI' 0\IR COMPANY NAM!-MIIGT 11~.FI\/G PnlUR APPROVAl. OUR TEST OE9UL)1! IIPPLY ONI.Y TO TI IG GAMl'U: TFIITCO AND l\~F hlOT Nl!CE~9AIIII.Y INDIOliTIVI; 01' 1 HF. QIIALITIE!l Of, Af'f'ARENTLY IDeN'l'!(l/11. OR lllMILAA ~f\OPUCTS, Hl,MPl.l!ll NUT LlFSTROVl:O IN 1'1;J;T1NC. ME Ht(AINECl /1 L\AXJMll~ 11i"TMlATY IIAYA, Tl IC: LC.TI1:!HS, RFPORTS OR Nl'IMF (IF 01v1m!l1Fit'll I I'S TING LADOMfOAIGG, INO. MA.V NOT R£ UGro IN AIIVERTIIJIN(l 'IU I.fie GENERAi PUGL1C. Ms . Va! W,:,.gman DIVERSIFIED TEBTINta LA9DRATDFIIES, IN C. 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227•77i0 • FAX (336) 227·1175 www .d lverstfi edtesti ng labs. com H 1.mCULJ. 'l~B PROPUCTS I INC , P .O. Box 435 .8111:i.ysvil l.e, PA 17318 "RP.l:erence: Flammability Test Report Lab Identifio~tion No. 9690 Invoice No. aA128 (Attached) nea~ Ma. Wagmani Ono (1.) aamPle, identified as ARCHITENT EXCEii 18, LOT # 42782, was received and t:estetl in accordance with the National Fire Prev0ntion Association No, 70J. 1 11 Flo:t1na Propagation of Textiles and Films, 2004 Edition, (Test 2, Large Scale) 11 • Tht;1 resu1.r:s are as fol.lows: !)l?f!•cj,men Number Afterfbme Residual Flame Gh;;n· Length (seconds) (seconds) (t~chea) Sir19le 1 0.0 0.0 13.0 Flat 2 0.0 0,0 l.2, 0 .'~pecimt!n 3 o.o 0,0 9.0 4 0.0 0.0 10.D 5 o.o o.o 10.0 6 o.o o.o 11.0 7 o.o 0,0 12.0 8 o.o 0.0 10.0 9 0.0 0,0 9.0 ).0 0,0 0.0 12,0 'l'he sr.1mplo submitted meets the minimum requirement a of the a.hove etaD(iard. 'l'be lc::myl:h of char on the indiviclual single flat ape.oimena shall not exceed 17 .1 inohe1=L Additi onally, no specimen shall continue flaming fo1: more than two {2) necond~ after thm test flame is removed and no residues shall fall to the floor of 1:he test chamber and continue flaming !or more than two (2) seconds at any t.lme d11ring the teat. rr the1·e are. any questions or when we can be 01! further assistance, please let us know. Uufl 1menmANll l'tEl'OflT8AHI:: fOR. THI!; CXCI.U~IVl,IJ!l~ Of THI:. 1)4.IEIIITTOWHOMTIIGY MeAOUtir.~GO.I\NYCOMMVNl(lllTION TO OlHt,11& QR '111G USE 01'-0!Jll C:OMPANy NAM!-MUGT l\ECFM. Pn UA APl>ROYAl. OUR TEllT nesum; i\PP~'f ON\.Y TO 1116 GAl\ll'LI:: TFRTCO AND AAF NOT Nl:Cfij.~flHII.Y [NDIC,\'TIY~ OP ,H~ 0111\LITJal OF Al'l'AflF.HTLV tDeN'ri0/11. OR GIMILA/1 ~AOPIICTS, lll\MPLl!ll NOT uf!smoveo llllfliSTING ME. II]:, l'AINEO o\ MAX!M\IM nl' Tti!ATV 111\Yll. THC Len~~. RFPORlS Of\ NM-IF OF OIYE/lSIFIW I ~STING LAIIOHllfOAIGA, INC. MAY l'IC>T f!EUGC!O INl\llVERTUIINO'ltl 1►1E'Gl!NEIIAI PUOL\C. DIVERSIFIED TEBTINQ L.ASDRATDRH!S. INC. 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-77i0 • FAX (336) 227-1175 www.diverslfiedtestinglabs.com September S, 2014 Ms, Stephanie Mummert HERCULITE PRODUCTS, INC. J?,0. Box 435 E~igsville, eA 17318 Reference: Fl~mmability Test Report Lab Identification No , 11643 Invoice No. 42409 (Attaohed) Deer Ms, Mummert: One (1) sample, identified as 111131 ARCHITENT EXCIL 18 LOT 15601H, was received and tested in accordance with the National Fire Prevention Association No. 701, "Standard Methods of Fire Te:,ts for Flame Propagation of Tex.tiles and Films, 2010 Edition, (Test 2, Larg-e scale)". The reeulte are as fol.lowe: seecirnen Number After Flame Residual Flame Char Length (eeconQa) (aecond:s) (inches) Folds 1 o.o o.o 15,S 2 0.0 o.o 16,S 3 o.o 0.0 17.0 4 0,0 0,0 18.0 The sample submitted mee~s the mlnimum requirements o! the above standard, The length of char on ~he individual folded specimens ehall not egceed 41,3 inches. Additionally, no apecimen shall continue flaming for more than two (2) seconds atter the teat flam.a ii:, :r:emoved and no residues shall fa).l to the floor of the test chernhex and continue flaming for inore than two (2) seconds at any time during tha teet. If there are any questions or when we can be of further assistance, please let us know. Sincerely, 0~ .... Bobby E, J?uett BEP/mr .Attachment OUR I F-TTCIISANII fl£l'OAT8 Alli: m~ THI!. !aXt."\.USIV& unc Of TH~ ()(.IENTTO WHOM TIIGY Ml!ADUHhi.;&r.D,AN'f COMMIJN)(:IITION TO OTHt-,118 QR Tl IC USE OF 0\111 C:OMPIINV N ... Mt-MIJGT l\l'CFll/t. 111110A APPROVAi.. OUR TE~T nESUll'tl /IPPlY ONLY TO TIIG GAMPLI: TFATCO ANO ARF hk'IT Nl!CEij~Attll.Y fNlllll/\ilVt; 01' 1Hf: Qlli\UTIE9 OF Al'l'AfU,Nl'l.V 10er,rriCJ/II. OR DIMILAR PflOPIIOTS, sAMPt.elHlOT LlPSTROVf:O IN 1'!;l;_l1NC. ARE H~t'AINSD I\ LIAXIM\IMOFTHU!TY nAYA, TIIC lfTI1:!HS, IIFPORTS OR NM1F OF DIVEnSIFlt'IJ I ~~TING LABOttAfORJ£n, INC. MA,Y NOT fiE UGCD IN AJIV£RTI/JINll 'W l>IE GeNERAI PIIDLIC, HARDWOOD PLYWOOD & VENEERASSOCIA.TTDN LABORATORY AND TESTING SERVICE 182S Michpel Farndny Drive, Reston, VA 20[90 703-435-'2900 FAX 703-435-2537 Report On Surface Burning Characteristics Determined By ASTM E 84 Twenty-Five Foot Tunnel Furnace Test Method PREPARED FOR: Herculite Products, Inc. Emigsville, PA TEST NUMBER T-13394 MATERIAL TESTED: Architent Excel 18 DATE OF ISSUE 6/16/2010 Page 1 of 7 HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE I 825 Michnel Fnmday D1ive, Reston. VA 20190 703-435-2900 FAX 703-435-2537 (Page 2 of 7) I. SCOPE This report contains the reference to the test method, purpose, test procedure, rounding procedures, preparation and conditioning of specimens, description of materials, test and post · test observation data, and test results. II . TEST METHOD The test was conducted In accordance with ASTM E 84, "Standard Test Method for Surface 'Burning Characteristics of Building Materials." The 25-foot tunnel method is also described by NFPA 255 and UL 723. Ill. PURPOSE The purpose of the test Is to determine the relative performance of the test material under standardized fire exposure. Results are given for Flame Spread and Smoke Developed Index. The values obtained from burning the test material represent a comparison with that of 1/4" inorganic reinforced cement board expressed as zero and red oak flooring expressed as 100. The flame spread results of 25-foot tunnel tests are frequently used by building code officials and regulatory agencies jn the acceptance ot interior finish material for various applications. The most widely accepted classification system is epitomized by the National Fire Protection Association Ufe Safety Code, NFPA 101; Class A* Class B* Class C* a -25 flame spread 26 -75 flame .spread 76 -200 flame spread 0-450 smoke developed 0-450 smoke developed 0-450 smoke developed *Class A, B and C correspond to I, II and Ill, respectively, in other codes such as USC and BOCA . This flame spread classification system Is based on the premise that the higher the flame spread numbers, the greater the tire spread potential. The actual relationship between the numbers developed under this test and life safety from fire has not been adequately established. IV. TEST PROCEDURE NOTES Ihe:Jurnace.. ~c.e.b.aate.dJo~a-amiAimum0of"'1-502.f-cas"ffieasllrnd•br·an-""'f8""AWB=thefmucbLiple . embedded in cement 1/8'' below the floor surface of the chamber, 23-1/4' from the centerline of the ignition burners. The furnace was then cooled to 105°F (± 5°F) as measured bi~---·-. .ther-rn0e0uple·embedded·11e-"-tJelow·th-e-flollfstJrface ortne esfcnam er 13' from the fire end. Prior 10-minute tests with 1/4" Inorganic reinforced cement board provided the zero reference for flame spread. Periodic 10-mlnute tests with unfinished select grade red oak flooring provided for the 100 reference for flame spread and smoke developed as noted In Section Ill. T/BP:6/2004 f~.,,.,1 .. p,■v•a·,_·: HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE .. ~.r 1825 Michael Fnraday Drive, Reslon, VA 20190 703-435-2900 FAX ?0J.-435•2S37 (Page 3 of 7) A. Flame Spread The flame spread distance is observed and recorded at least every 15 seconds or every 2 feet of progression. The peak distance is noted at the time of occurrence. The flame spread distance fs plotted over time. The total area under the flame spread distance-time curve is determined; flame front recessions are Ignored. The flame spread is then calculated as a function of tl1e area under the curve relative to the standard red oak curve area. The value for flame spread classification for the tested material may be compared with that of inorganic reinforced cement board and select grade red oak flooring. B. Smoke Developed The smoke developed during the test is determined by the reduction in output of a photoelectric cell. A light beam vertically orientated across the furnace c:iutlet duct is attenuated by the smoke passing through the duct. The output of the photoelectric cell is related to the obscuration of the light source through the duct caused by the smoke. A curve is developed by plotting photoelectric cell output against time. The value of smoke developed is derlved by calculating the net area under the curve fo r the test material and comparing this area with the net area under the curve for unfinished select grade 23/32" red oak flooring. V. FLAME SPREAD AND SMOKE DEVELOPED ROUNDING PROCEDURES Single test calculated ffame spread and smoke developed values are rounded to the nearest multiple of 5 and reported as the Flame Spread or Smoke Developed Index. Actual test values are available on request. For multiple tests, the individual calculated flame spread and smoke developed values are recorded, averaged, and the results rounded to the nearest multiple of 5. The averaged, rounded number Is reported as the Flame Spread or Smoke Developed Index. VI. PREPARATION AND CONDITIONING OF TEST SAMPLES Three or four sections are generally used In the preparation of a complete test specimen which rs 20-1/2" wide and 24' long. Materials 8' in length may be tested by using three sections 20-1/2" wide by 8' long for a total specimen length of 24'. A 14" length of uncoated 16 gauge steel sheet is used to make up the remainder of the test specimen; it is placed at the fire end of the test chamber. Prior to testing, th ree 8' long sections of 1/4u inorganic reinforced cement board are placed on the back sfde of the specimens to protect the furnace lid assembly. Test specimens "'ar&£0r-iclit·i0Aer:l at-a-e01'ltrn lled=-temp·eratDre•of"-73-:'4:°P(:£·S0rta:rta·a"c'ofiff5'11effl'e"laliveh-umlclity' of 50 ± 5 percent. T/BP:6/2004 f~• HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE TEST NLJM~K-133941825 Michael Faraday Drive, R~~g~ ~181f ;'ll-43S-2900 FAX 703-435-2fj}\ TE OF TEST 61161201 Q VII: MATERIAL TESTED 1) Manufacturer: 2) Burn Number: Herculite Products, Inc. Emigsville PA 1 3} Average Thickness(in.): 0.021 4) Average Weight (lbs./sq.ft.): 0.166 5) Average Groove Depth (in .): 6) Product Description: 7) Color: 8) Surface: 9) Sample Selection: 10) Date of Selection : Architent Excel 18 Lot #43724 White Face Side Exposed Manufacturer 5/18/201 O 11) Material Description By: Manufacturer 12) Method of Mounting: Supported with 1/4" diameter steel rods spaced 24 inches on center and 2" hexagonal wire mesh 13) Sample Conditioning: 28 VIII: TEST CONDITIONS AND DATA 1) Specimen Preheat Time (min.) 2:00 2) Tunnel Brick Temp (deg. F): 103 3) Ignition Time (seconds): 14 4) Time to End of Tunnel or Flamefront Distance: 2' @ 1: 15 5) Time-Distance Curve Area .(minJft .. }~ ·+8·:& 6) Fuel and Temperature a)-Fuel {8u:ft:-/min:):· B.776 b) Max. Vent End Temp. (deg.F): 528 c) Time to Max. Temp (min.): 9:02 7) After Flaming: No 1825 Michael Famday Drive, Rcston, VA 20190 703-435-2900 FAX iOJ-435-2537 TEST NUMBER T-13394 Page 5 of 7 DATE OF TEST 6/16/2010 IX: TEST RESULTS Test results calculated on the basis of the area under the curves of flame spread distance and smoke developed versus time are provided in the table below for calibration materials and for: Architent Excel 18 · Material Description Flame Spread Smoke Developed Index Index High Density Inorganic Reinforced Cement Board 0 0 Red Oak Flo~ring 100 100 T-13394 10 400 Observations: Burned through to 10'. Remarks: The sample consisted of 1 piece, 24', laid out on top of rods and wire. Conclusions: Meets Class A, Flame Spread Index 25 or less and Smoke Developed Index 450 or less. Tno·mas· Wilson Senior Fire Technologist REPORT REVI EWED BY: <ZJ:~: I~~~ Brian Sause Director of Testing, Certification, and Standards Conformance to the test standard Is verified by a registered professional engineer. Tois Is a factual report of the results obtained from laboratory tests of sample products. The results may be applied only to the products tested and should not be construed as applicable to other similar products of the manufacturer. The HPVA does not verify the description of materials and products when the description is provided by the client. The report ls not a recommendation or a disapprobation by u,e Hardwood Plywood and Veneer Association of the materlal or product tested. WhUe this report may be used for obtaining product acceptance; It may not be used in advertising. \JUMBER T-13394 100 90 $0 70 § 6i) Iii .l!l 5-0 E ~ 4D r: 1-30 ~ ~ 20 :§" 10 0 00:00 2D 19 18 17 rn 14 1,, 13 QI 12 u.. 11 E 1f.l ..., 9 "' e! 8 0. 7 Ill .. , 6 E 5 111 u: 4 3 ., T 0 OD:00 !St ON/OFF 01:DD 02:DO Page 6 of 7 03:D0 04:00 05:00 06:00 07:00 08:DO lime, Mnutes Ma;,: Temp= Smoke Data @Time- 16!)1) 1400 1100 .1000 u.. ~ 800 ~ g,61)(1 0 400 200 0 04:00 06,00 08:00 10;00 00:00 min:s --:e ... ~,11.n~"<I:. Flamesprearl Data OQ:00 02:00 DATE OF TEST 6/16/201( ~~I Flame Progression. Feet Smoke Mv' 10:00 min:s 24 Ft. Temp, Deg. F 13 Ft. Temp. Deg. F 24 Foot Floor TC, Deg. F 04:00 06:00 08:00 lime. Mnutes Fuel Data 11 .03 7.04 ~22 '178 123 10:00 min:s ~ HARDWOOD PLYWOOD & VENEER ASSOClATION LABORATORY AND TESTING SERVICE {.~) 1825 Michael Faraday D1ive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 (Page 7 of 7) LABORATORY ACCREDITATION HPVA is a recognized ASTM E 84 testing laboratory by the following building code organizations under the Council of American Building Officials Report No. NER-TL329 and ICBO Evaluation Service Report No. TL 224. International Conference of Building Officials Building Officials and Code Administrators, International Southern Building Code Congress International, Inc. HPVA FLAME SPREAD PROPERTY VERIFICATION PROGRAM The Hardwood Plywood & Veneer Association provides a product property verification program for flame spread properties. This program is l,)ased on the selection and testing of panels within a given mark~ting line on the basis of that combination of factors that theoretically should give the highest flame spread values. Such factors as panel thickness, specific gravity, color of stain, type of lamination, surface texture, and product mix are taken into consideration In the selection of flame spread samples. Whlle it is standard procedure to include smoke developed values in test reports, the HPVA label identifies only the flame spread class. The HPVA label is evidence that the marketing line has been tested and inspected In accordance with the HPVA Flame Spread Inspection and Verification Program Procedures. The HPVA label dfsplayed below indicates conformance of the tested samples to the Type II glue bond requirements as set forth fn ANSI/HPVA HP-1-2004 Standard For Hardwood And Decorative Plywood, and conformance to Flame Spread Class C (200 or less) as determined by the test procedures described in ASTM E 84. Depending on the type of product, the label may also include other Information such as structural and formaldehyde emission ratings. HARDWOOD PLYWOOD & VENEER ASSOCIATION BOND LINE FLAME SPREAD TYPE II ~0oo.~o VEN~ 200 OR LESS ANSI/HPVA :"~ -{-?~ CLASS C bf p_.,._1.-2004 ! ITprlf -i A:STKi'llts'a ~'-..... __,J:;j ~-. -~ .. + -® SIMULATED DECORATIVE MILL 00 FINISH ON SPECIAL TY GRADE PLYWOOD T/BP :6/2004 Exa.•a 23QSSpookman 01 Mw:lssougo Onicrk:J Conado u.KlB.l I. + 1 ~) 822 111 f .. 1 ~)823-1446 £·ie~com VI. wwwe:~c,w:u:om Te ting. callbraflng. advising CAN/ULC-S102 Surface Burning Characteristics of "Architent Excel 18" Material A Report To: Phone: E-mail: Attention: Herculite Products Aberdeen Road Emigsville, PA 17318 USA (717) 764-1192 smummert@herculite.com Stephanie Mummert 0 ~ >< LI.I Submitted by: Exova Warringtonfire North America Report No. Date: 14-002-543(8) 6 Pages September 26, 2014 CAN/ULC-S102-10 Testing of "Architent Excel 18" Material Page 2of 6 Report No. 14-002-543(8) For: Herculite Products ACCREDITATION To ISO/IEC 17025 for a defined Scope of Testing by the International Accreditation Service SPECIFICATIONS OF ORDER Determine the Flame Spread and Smoke Developed Classifications based upon triplicate testing conducted in accordance with CAN/ULC-S102-10, as per Herculite Products reference Purchase Order No. 3051 and Exova Warringtonfire North America Quotation No. 14-002-304463 accepted August 26, 2014. SAMPLE IDENTIFICATION (Exova sample identification number 14-002-S0543) Reinforced fabric material, approximately 0.6 mm in thickness, described as "111131 Lot 15601 H", and identified as "Architent Excel 18" TEST PROCEDURE The method, design8:ted as CAN/ULC-S102-10, "Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies", is designed to determine the relative surface burning characteristics of materials under specific test conditions. Results of less than three identical specimens are expressed in terms of Flame Spread Value (FSV) and Smoke Developed Value (SDV). Results of three or more replicate tests on identical samples produce average values expressed as Flame Spread Rating (FSR) and Smoke Developed Classification (SOC). Although the procedure is applicable to materials, products and assemblies used in building construction for development of comparative surface spread of flame data, the test results may not reflect the relative surface burning characteristics of tested materials under all building fire conditions. SAMPLE PREPARATION The test specimen consisted of one continuous section of material approximately 533 mm in width by 7615 mm in length. Prior to testing, the specimens were conditioned to constant weight at a temperature of 23 ± 3°C and a relative humidity of 50 ± 5%. During testing, each specimen was supported over its entire length by 50 mm hexagonal wire mesh and was further supported across its width by 6 mm steel rods spaced nominally at 61 O mm intervals. The beige surface was exposed to the test flame. The testing was performed on: Test #1 : 2014-09-25 Test #2: 2014-09-25 Test #3: 2014-09-25 SUMMARY OF TEST PROCEDURE The tunnel is preheated to 85'C, as measured by the backwall-embedded thermocouple located 7090 mm downstream of the burner ports, and allowed to cool to 40°C, as measured by the backwall-embedded thermocouple located 4000 mm from the burners. At this time the tunnel lid is raised and the test sample is placed along the ledges of the tunnel so as to form a continuous ceiling 7315 mm long, 305 mm above the floor. The lid is then lowered into place. ~ 0 >< w CANIULC-S102-10 Testing of "Architent Excel 18" Material For: Herculite Products SUMMARY OF TEST PROCEDURE (continued) Page 3 of 6 Report No. 14-002-543(8) Upon ignition of the gas burners, the flame spread distance is observed and recorded every second. Flame spread distance versus time is plotted. Calcu lations ignore all flame front recessions and the Flame Spread Values (FSV) are determined by calculating the total area under the curve for each test sample. If the total area under the curve (AT) is less than or equal to 29.7 m·min, FSV = 1.85-AT; if greater, FSV = 1640/(59.4-AT). Smoke Developed Values (SDV) are determined by comparing the area under the obscuration curve for each test sample to that of inorganic reinforced cement board and red oak, established as O and 100, respectively. Each Smoke Developed Value is determined by dividing the total area under the obscuration curve by that of red oak and mu ltiplying by 100. TEST RESULTS Flame Spread Smoke Developed SAMPLE Value (FSV) Value (SDV) "Architent Excel 18" Test #1 16 115 Test #2 22 153 Test #3 22 2.0.1 Average: 20 156 Rounded Average Flame Spread Rating (FSR): 20 Rounded Average Smoke Developed Classification (SOC): 155 Observations of Burning Characteristics The specimens ignited approximately 12 to 13 seconds after exposure to the test flame. The flames fronts propagated to maximum distances of 0.9, 1.2 and 1.2 meters at approximately 28, 33, and 23 seconds into each respective test. Note: This is an electronic copy of the report. Signatures are on file with the original report. Robert A. Carleton, Technologist. Ian Smith, Technical Manager. Note: This report and service are covered under Exova Canada Inc. Standard Terms and Conditions of Contract which may be found on the Exova website (www.exova.com), or by calling 1-866-263-9268. g 0 >< w CANIULC-S102-10 Testing of "Architent Excel 18" Material Page 4 of6 Report No. 14-002-543(8) For: Herculite Products Sample : "Architent Excel 18" Test #1 of 3 FLAME SPREAD 6 ,;:::======::::;----------=i,=i=--,tt'""l="=~ti=i="'tt'""l="=~ti~ ++ 5 100 90 80 C: 70 0 a 0 60 1/) .D 50 <t E 40 Cl ::::; ~ 0 30 20 10 0 0 400 300 0' Q) :i ~ 200 Q) C. E Q) t- 100 + Red Oak (FSV=100) + + Sample + + ++ + ++ + 60 120 180 240 300 360 420 480 540 600 Time in Seconds SMOKE DEVELOPED + Red Oak (SDV=100) -Sample +++ +++++++ 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE 60 120 180 240 300 360 420 480 540 600 FSV 16 Time in Seconds .5.0.Y. 115 Max. Temp. ( 'C} 239 ~ 0 >< w CANIULC-S102-10 Testing of "Architent Excel 18" Material Page 5 of 6 Report No. 14-002-543(8) For: Herculite Products Sample: "Architent Excel 18" Test #2 of 3 FLAME SPREAD 5 + Red Oak (FSV=100) 100 90 80 C 70 0 i 60 0 (J) .D 50 ~ 1:'. 40 Cl ::J ~ 0 30 20 10 0 0 300 9 ~ :::, 1a 200 iii a. E a, 1- 100 0 0 Sample + + + + 60 120 180 240 300 360 420 480 540 600 Time in Seconds SMOKE DEVELOPED + Red Oak (SDV=100) -Sample ++++++++++ +++ ++++++++++++++~+ + 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE 60 120 180 240 300 360 420 480 540 600 Time in Seconds ~ S.tri Max. Temp. (°C) 22 153 262 ~ 0 >< w CANIULC-S102-10 Testing of "Architent Excel 18" Material Page 6 of 6 Report No. 14-002-543(8) For: Herculite Products Sample: "Architent Excel 18" Test #3 of 3 5 100 90 80 C 70 0 e-60 0 U) .D 50 <( .E 40 Cl :.J ~ 0 30 20 10 0 300 ~ ~ ::, iii 200 ci.i a. E ~ 100 0 FLAME SPREAD + + Red Oak (FSV=100) + + + -Sample + + ++ + + ++ + + + + + 60 120 180 240 300 360 420 480 540 600 Time in Seconds SMOKE DEVELOPED ++++++++++ + Red Oak (SDV=100) -Sample ++ +++++ ++ +++++++++++++++++ 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE o ~~~~~-~~~~~-~~~~~-~~~~~___, 0 60 ESY. 22 120 180 240 300 360 420 480 540 600 Time in Seconds SDV 201 Max. Temp. ( "C) 246 ~ 0 >< . w Exo,io 239!. Speol<mon O! ~ Omorlo Cooado 1.6K1B:l l . + I (905) 822..ol Ill F +I (<105) 823--l446 E·~mcom W w""""exovc_com Tesling. calibrating. advising CAN/ULC-S109 Flame Resistance of "Architent Excel 18" Material A Report To: Phone: E-mail: Attention: Submitted By: Report No. Date: Herculite Products Aberdeen Road Emigsville, PA 17318 USA (717) 764-1192 smummert@herculite.com Stephanie Mummert Exova Warringtonfire North America 14-002-543(A) 3 pages + appendix September 12, 2014 0 > ~ LLI I I CAN/ULC-S109 Flame Resistance of "Architent Excel 18" Material For: Herculite Products Page2of3 Report No. 14-002-543(A) ACCREDITATION To ISO/IEC 17025 for a defined Scope of Testing by the International Accreditation Service SPECIFICATIONS OF ORDER Determine flame resistance in accordance with the CAN/ULC-S109-03 Small and Large Flame Tests, as per your PO3051 dated 8/26/2014. IDENTIFICATION Material identified as 111131 Lot 15601H: "Architent Excel 18." TEST RESULTS Tested "as-received" Fabric Weight: 721 g/m2 Machine Direction 1: 2: 3: 4: 5: Cross Direction 6: 7: 8: 9: 10: Average: Maxima Specified by ULC-S109 Small Flame Test: (Exova sample identification number 14-002-S0543) CAN/ULC-S109-03 Small-Flame Test Standard Methods of Tests tor Flame-Resistant Textiles and Films Damaged Length (mm) 96 108 101 104 105 89 94 82 105 9.Q 97 165 190 Afterflame Flaming Time (s) Dripping (s) 4.6 0.0 2.3 0.0 9.1 0.0 4.6 0.0 2.5 0.0 7.9 0.0 3.8 0.0 1.7 0.0 2.6 0.0 5.0 0.0 2.0 (average) (individual) ~ 0 >< w CANIULC-S109 Flame Resistance of "Architent Excel 18" Material For: Herculite Products Page3of3 g Report No. 14-002-543(A) O TEST RESULTS (continued) CAN/ULC-S109-03 Large Flame Test Standard Methods of Tests for Flame-Resistant Textiles and Films Tested "as-received" and in single sheet configuration . Machine Direction 1: 2: 3: 4: 5: Cross Direction 6: 7: 8: 9: 10: Average: Maxima Specified by ULC-S109 Large Flame Test: CONCLUSIONS Damaged Length (mm) 41 37 52 43 46 35 38 40 36 3..6 40 250 (Above tip of test flame) Afterflame Flaming Time (s) ~ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 (average) (individual) When tested "as-received" only, the material identified in this report meets the flame resistance requirements of both the Small-Flame and Large-Flame Tests of CAN/ULC-S109-03. Note: This is an electronic copy of the report. Signatures are on file with the original report. Victor Tarcenco, Technologist Ian Smith, Technical Manager Note: This report and service are covered under Exova Canada Inc. Standard Terms and Conditions of Contract which may be found on the Exova website (www.exova.com}, or by calling 1-866-263-9268. >< w CANIULC-S109 Flame Resistance of "Architent Excel 18" Material For: Herculite Products APPENDIX (1 Page) Summary of Test Procedure ~ Report No. 14-002-543(A) O >< w CAN/ULC-S109-03 Standard Methods of Tests for Flame-Resistant Textiles and Films Small-flame Test Ten specimens are cut, each 70 x 250 mm, with five in the warp direction and five in the weft direction, where applicable. The specimens are conditioned for 30 minutes at 105±2"C, then allowed to cool in a dessicator before testing. In case they melt or distort at these temperatures, pre-dry at 18 -22 "C at 50% R.H. for at least 12 hours or by drying in an oven for 1 hour at 60°C. Each specimen is removed from the conditioning chamber individually, clamped in a U-shaped metal holder and suspended in a specified cabinet. The free edge of the specimen is positioned 20 mm above the tip of a gas burner which has been adjusted to yield a flame height of 40 mm . Flame exposure time is 12 seconds. Char length and afterflame time are measured. flame Resistance Requirements: Maximum Average Length of Char or Destroyed Material for Jen Specimens 165 mm Maximum Length of Char or Destroyed Material for any Specimens 190 mm The specified maximum flaming time for residue on the floor of the tester from any specimen is 2.0 seconds. Large-Flame Test For conducting flame tests of fabrics in single sheets, the procedure specifies ten specimens, 125 mm by 750 mm to 2100 mm long. The specimens are conditioned at 105 ±2"C for 30 minutes or, if distortion or melting occurs at these temperatures, 20 ± 2 "C at 25 -50% relative humidity for at least 12 hours or by drying in an oven for 1 hour at 60 "C. Each specimen is removed from the conditioning chamber and cooled in a desiccator prior to being suspended in a steel stack 31 0 mm square and 2130 mm high, the said stack being open both top and bottom and supported 300 mm above the floor. The lower edge of the specimen is positioned 100 mm above the tip of a gas burner which is inclined at 25 ° to the vertical. The burner, which has been adjusted to yield a flame 280 mm in height is ignited and inserted directly beneath the specimen for 2 minutes. Char length is measured from the tip of the flame, upwards. For conducting flame tests of fabrics hung in folds, at least four specimens 625 mm by 750 mm to 2100 mm are required. Each specimen is folded longitudinally to form four folds. Flame Resistance Requirements -Specified Maxima: Specimen CQ.n1iguratiQll Single sheets Folded Char Length or Damaged Material Length (mml 250 635 Flaming Residue on Floor of Tester (s) 2.0 2.0 Note: As stated in the standard, "fabrics shall comply with both the Small-Flame and the Large-Flame Test". g 0 >< w Appendix G Appendix H Penetrating the Sprung Structure Version 2.4 www.sprung.com innovation j versatility j reliability Proprietary & Confidential Penetrating the structure -20 Version 2.4 Penetrating the Sprung Structure Framed Openings for HVAC & Penetration Kits for Plumbing and Vent Stacks, Openings for HVAC duct work along with penetration kits for plumbing and vent stacks are easily dealt with on the Sprung structure. There are two types of penetration options. The first is the framed opening which is de- signed to accommodate the sheet metal duct work from the HVAC equipment. The second is the penetration kit which is designed to accommodate a pipe or duct size of 20" or less. A framed opening is typically used when the duct or pipe is in excess of 20" in diameter. Framed Openings Framed openings can accommodate large ducts from HVAC equipment. The frame is manufactured from extruded aluminum material and held in place with structural spreaders. Please note that framed openings are not designed to support the duct work. The HVAC ducting must be supported independently either by a support frame from the ground and if also required, supported with a flexible connection from the structure arch. Framed Opening installed during the erection process Interior Photo of framed opening awaiting duct work Each framed opening inside dimension is oversized by l" around the entire perimeter from the final outside dimensions of the duct. This clearance allows for easier installation of the duct work. The 1" gap is filled with insulation if required and closed off using a flashing material by a local flashing contractor. innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -21 Version 2.4 Framed Opening Prior to Duct Install Framed Opening After Duct Install A framed opening order form is provided by the Sprung Sales representative to the owner or contractor. This order form, when filled out properly will provide width, height, elevation and quantity of ducts. A marked up Structural P lan also provides Sprung design with early detection of conflicts with the structure's design fea- tures. The framed opening order forms must be completed ASAP and given to the Sprung Sales Representative no later than 2 weeks prior to the structure ship date. Please ensure that the mechanical contractor and other representatives complete the order form in a timely manner. For insulated structures, the framed openings are required very early in the erection sequence. Although framed open ings can be installed later within insulated structures, this is not advisable as it will add significant time and labor to the erection time of the structure and will create unsightly patches inside the structure in order to access inside the insulated wall assembly. Duct Work c/w doghouse to divert snow Depending on the duct(s) size and elevation, snow conditions may require that duct sizes be adj usted or relo- cated within the module or to an adjacent module so as not to impact the snow shedding characteristics of the structure. Please note, that in snow load areas the width of ducts and quantity may be limited to one duct per "Zone" and maximum top of duct elevation limited to 9ft (see framed opening order form). For structures in snow load areas, a snow deflector or "dog ho use" is recommended, so that snow shedding off the structure is de- flected away to reduce the risk of duct and/or structural damage. These deflectors can be ordered directly from Sprung or can be manufactured locally by a sheet metal contractor. If you require assistance please contact our Parts and Service Department at: parts@sprung.com or 801 280 1555 . innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -22 INSULATED STRUCTURES HIGH ELEVATION DUCTS "NO SNOW ONLY" ~ ~ VERTICAL 'b Ve, HORIZONTAL~ SNOW DEFLECTOR PS REQ'D ~---- NOTES: 1. DUCT WORK BY OTHERS MUST REMAIN INDEPENDt:... '" SPRUNG FRAME. A 1" PERI~' -,p IS PROVIDED. 2. THE CRITICAL REQUIREMENT FL ')UCT ~-. ' IS FROM THE POTENTIAL BUILD UP OF ~. V AP' _ 1, .. .1CTWORK AND FRAME WHICH PREVENTS Th -r ,✓G STRUCTURE ITSELF FROM SHEDDING <'""'11 . .3. IN LOCAT1m· .1HERE HIGH SNOW LL "JG PREVENTS DUCTS IN ZONE J IE DUCT''' ''iT EN, _K THE STRUCTURE IN ZONE 2 n "'" . . , c.l) TO THE DESIRED ELEVATION. 4. STRUCTURAL PURLIN LOCATlr ARE FlXED AND ARE NOT SUBJECT TO CHANG" 5. VERTICAL DIMENSIONS ARE MEASURED FRO~ (U/S) UNDERSIDE OF SPRUNG BASE PLATE. 6. SHADED "ZONES" REPRESENTS THE VERTICAL BOUNDARIES THAT DUCTWORK CAN PASS THROUGH. 7. FRAMED OPENINGS ARE NOT PERMITTED IN CABLE BRACED PANELS. REFER TO SPRUNG ARCHITECTURAL DRAWINGS FOR CABLE BRACED LOCATIONS. B. FlNAL DUCT ELEVATIONS HAVE A ±2" VERTICAL TOLERANCE. 9. DUCTS CAN NOT BE CLOSER THAN 16" FROM THE CENTER LINE OF THE SPRUNG STRUCTURAL ARCH. 10. SPACE BETWEEN SPRUNG FRAME AND DUCTING TO BE FILLED WITH FLASHING BY OTHERS. TYPICAL 5"x1 o" BEAM SECTION FOR 30' -90' SPRUNG STRUCTURES ""NE' .,✓NOT CO~AIN FRAMED ., IF THE :UNG IRE srrr ..:i A GRDUND "1 ' ,rER THAN 20pllf '"JSTRUCT' . .:i ~Hr _ ZONE, {U/S DUCT ELEV.) JLATE DUCT HEIGHT BASED ON 1. ... ,ff HEIGHT ALLOWANCE. -CHOOSE DUCT WIDTH AS REQUIRED. -PROVIDE MARKED UP STRUCTURAL PLAN INDICATING DUCT LOCATIONS. -SUBMIT DOCUMENTATION TO SPRUNG SALES REPRESENTATIVE. HORIZONTAL DUCT LOCATION IS AT CLIENTS REQUEST BUT LIMITATIONS & CUSTOM PARTS MAY APPLY. 11. NOT MORE THAN 50% OF A SPRUNG PANEL WIDTH IN ZONE 2 CAN BE OCCUPIED B'f FRAMED OPENINGS WHERE GROUND SNOW IS GREATER THAN JOpsf. 12. SPRUNG TO BE PROVIDED WITH A MARKED-UP SPRUNG ARCHITECTURAL ORA.WING SHOWING PROPOSED DUCT LOCATIONS, A MECH. OVERLAY IS ALSO ACCEPTABLE. 13. DUCTS HIGHER ON THE STRUCTURE ARE PERMITTED IN ~ SNOW" AREAS ONLY. SNOW DOES NOT EFFECT STANDARD SPRUNG PEAK FRAMES. FOR DETAILED U:ORIIATION REGARDING FRAMED OPENING INSTALLATION GUIDELINES, PLEASE REFER TO 'niE SECTION 11TLED: ''PENETRATING 'niE SPRUNG STRUCTURE" IN SPRUNG'S CONTRACTORS GUIDE BOOK. THIS IS AVAl.ABLE FROM YOUR LOCAL SPRUNG REPRESENTATIVE. PAGE 1 OF J INSULATED STRUCTURES FRAMED OPENINGS ZONE LAYOUT SHEET 30-90 STRUCTURES DATE SCALE 09/07/201 2 NTS DRAWING # PENETRATION FRAME CRITERIA innovation I versatility j reliability Proprietary & Confidential Penetrating the structure -23 "INSULATED" FRAMED OPENING· ORDER FORM INSULATED FRAMED OPENING, MAX. SIZES SHOWN 12'-4" 10'-J" 7" SECTION ELEVATION STRUCTURAL PURLINS CAN NOT BE MOVED N01E RULE: U/S OF DUCT ELEVATION + DUCT HEit,. '~N01 _ _l'JD ND DUC1S PERIITTm 111:NE. ZONE 3 IF Nft SNOW -WI ONLY ti) Dl.CTS PEJIITTED ll!l'Nt. ZONE 3 F SNOW > 5paf ABOVE OR BELOW DUCT ZONE (HATCHED . ·s). NO DUCTS PEIIITIED IN ZONE 3 F SNOW > 20plf --- CLIENT TO PROVIDE STRUCTURAL ... , f)UCT (#) U-" , 1lONS CENTER/END/FLAT END PAGE 2 OF 3 DUCT DUCT iJUCT ___ , ______ w_1DT ~EIGHT ~ DUCT LOCATION QUANTilY CLIENT FRAME APPROVAL E.. \TION C-E-FE SIGNATURE: PRINT NAME: ________ DATE: __ _ TO BE ALLED OUT BY SPRUNG REPRESENTATIVE PROJECT NAME: ____________ _ •----+-----+-----+-----+---+-----I WORK ORDER #: _____ SNOW LOAD: ___ _ •----+-----+-----+-----+---+-----1 STRUCTURE SIZE (WxL): ____ INSULATED Y /N: _ INSULJ\TED STRUCTU RES FRAMED OPENINGS ORDER FORM 30-90 STRUCTURES S~runG llllTE SC/ll.E 09/07/2012 NTS -RE_F_ER_TO-AR_C_H_ITE_C_TU_R.AL_P_LA_N_F_O_R_D_U_CT-LA-YO_U_T_&_C_OO_R ... DI_NA_T_IO-N-t 1-DRA-p-~;-N-:,b,---RA_T_IO_N_._FRA_M_E_O_R_DE-R----, innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -24 INSULATED FRAMED OPENING ASSEMBLY FLASHING, SEAL & INSULATION BETWEEN FRAMED OPt:-"''tG AND DUCT BY HV' ,·ANY I-- DUCT BY HVAC Cu. EXHAUST OR SL Jr FRAMED OPENING ALUM. FRAME ALUM. STRUCTURAL I BEAM SPRUNG STRUCTURAL SPREADER SPRUNG STRUCTURAL SPREADER RING SPRUNG TOP SUPPORT BRACKET SPRUNG INSULATED FRAMED OPENING SPRUNG BOTTOM SUPPORT BRACKr SPRUNG s·, TURAL SPREADER Rl1, SP, <::TRUCTURh. SPR, 1L STRUCTURAL SPREADER OPENING FOR / DUCT PENETRATION, DUC1WORK BY OTHERS INSULATED FRAME SHOWN SUPPORT BRACKET EXTERIOR MEMBRANE STRUCTURAL ALUM. I BEAM 1'-4" MIN. CLEARANCE FRAME O.D. DUCT O.D. - ~ ~ / I . 1" ERECTION CLEARANCE 2 1/2" SPRUNG FRAME FRAME ELEVAT10N INTERIOR MEMBRANE UCT INSULATED WALL SECTION -------1 PAGE 3 OF 3 INSULATED FRAME SECTION INSULATED STRUCTURES ASSEMBLY LAYOUT ORDER FORM 30 -90 STRUCTURES S ~ r U n G DATE SCAl£ 09/07/2012 NTS 1-;R-~-,N~--:~,-TI-O_N____.FRAM.____E_AS-S-EM-B-LY-l innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -25 UNINSULATED STRUCTURES HIGH ELEVATION ·DUCTS •No SNOW ONLY" SNOW DEFLECTOR AS REQ'D '\ ~ % HORIZONT 1. DUCT WORK BY OTHERS MUST REMAIN INDEPEI-... -OF SPRUNG FRAME. A 1" PERIMET"R GAP IS PRO\/IDl:.c 2. THE CRITICAL REQUIREMENT ~ 1J1.. -~TION IS FRUM THE POTENTlAL BUILD UP OF . 'W ABu-"IIJCTWORK AND FRAME WHICH PREVENTS 1, '3PP' , ~ 1,. , URE ITSELF FROM SHEDDING SNOW. 3. IN LOCATION~ -"· ,1IGH SNOW L 'ING PREVENTS DUCTS IN ZONE 3 _ DUCTWORk' MUST Et\ ' THE STRUCTURE IN ZONE 2 Tr BE orvr-. TO Tt .c DESIRED ELEVATION. 4. STRUCTURAL . • LOCATlm ARE FIXED AND ARE NOT SUBJECT TO CHANGE, ADDIT" ,L PURLINS MAY BE REQ.D FOR FRAME SUPPO• "" .1H ANCHORAGE REQUIREMENTS. 5. VERTICAL DIMENSIONS ARE MEASURED FROM (U/S) UNDERSIDE OF SPRUNG BASE PI.J\TE. 6. SHADED "ZONES" REPRESENTS TI-iE VERTICAL BOUNDARIES THAT DUCTWORK CAN PASS THROUGH. 7. FRAMED OPENINGS ARE NOT PERMITTED IN CABLE BRACED PANELS. REFER TO SPRUNG ARCHITECTURAL DRAWINGS FOR CABLE BRACED LOCATIONS. 8. FINAL DUCT ELEVATIONS HAVE A ±2" VERTICAL TOLERANCE. 9. DUCTS CAN NOT BE CLOSER THAN 16" FROM THE CENTER LINE OF THE SPRUNG STRUCTURAL ARCH. 10. SPACE BETWEEN SPRUNG FRAME AND DUCTING TO BE FILLED WITH FLASHING BY OTHERS. MAX. DUCT RANGE TYPICAL S"x 10" BEAM SECTION FOR JD' -90' SPRUNG STRUCTURES ""NE!' .,~NOT C011JTAIN FRAMED .:i IF THF IUNG IRE SIT' '5 A GROUND '1 .ATER THAN 2Gplf INSTRUCT' ..J. <;Hor ZONE, (U/S DUCT ELEV.) -LATE DUCT HEIGHT BASED ON ~ ii: HEIGHT N...LOWANCE. -CHOOSE DUCT WIDTH AS REQUIRED. -PROVIDE MARKED UP STRUCTURAL PLAN INDICATING DUCT LOCATIONS. -SUBMIT DOCUMENTATION TO SPRUNG SALES REPRESENTATIVE. HORIZONTAL DUCT LOCATION IS AT CLIENTS REQUEST BUT LIMITATIONS & CUSTOM PARTS MAY APPLY. 1 1. NOT MORE THAN 50% OF A SPRUNG PANEL WIDTH IN ZONE 2 CAN BE OCCUPIED BY FRAMED OPENINGS WHERE GROUND SNOW IS GREATER THAN 30psf. 12. SPRUNG TO BE PROVIDED WITH A MARKED-UP SPRUNG ARCHITECTURAL DRAWING SHOWING PROPOSED DUCT LOCATIONS, A MECH. OVERI.J\Y IS ALSO ACCEPTABLE. 13. DUCTS HIGHER ON THE STRUCTURE ARE PERMlffiD IN i«> SNCJI" AREAS ONLY. SNOW DOES NOT EFFECT STANDARD SPRUNG PEAK FRAMES. FOR DETAILED lt'EORIIATION REGARDING FRAMED OPENNG INSTALLATION GUIDELINES, PLEASE REFER TO THE SECTION TITLED: ''PENETRATING THE SPRUNG STRUCTURE" IN SPRUNQ'S CONTRACTORS GUIDE BOOK. THIS IS AVAILABLE FROM YOUR LOCAL SPRUNG REPRESENTATIVE. s~runc PAGE 1 OF 3 UNINSULATED STRUCTURES FRAMED OPENINGS ZONE LAYOUT SHEET 30-90 STRUCTURES 0A1[ SCN.E 09/07/2012 NTS DRAWING # PENETRATION FRAME CRITERIA innovation j versatility I reliability Proprietary & Confidential Penetrating the structure -26 UNINSULATED FRAMED OPENING, MAX. SIZES SHOWN 13' -6" 10'-3" SECTION "UNINSULATED" FRAMED OPENING· ORDER FORM aEVATION STRUCTURN_ PURLINS CAN NOT BE MOVED NOi[ RU.E: U/S OF DUCT ELEVATION + DUCT HEI\,. .,~~mo, -_ND NO DUCIS PEJIIT1ED N!JNf. ZONE 3 IF Nft SNOW -tit 011.Y ti) DUC1S PEJIITTED IBNf. ZONE 3 F SNOW > ~ ABOVE OR BELOW DUCT ZONE (HATCHED . ''>). NO OOC1S PEJIIT1ED ti ZONE 3 F SNOW > 20plf -------, CLIENT TO PROVIDE STRUCTURAL , . ''' l)UCT (#) Lu, ,rlONS DUCT DUCT uUCT --'---W_ID. ~EIGHT CENTER/END/FLAT END PAGE 2 OF 3 \ • DUCT LOCATION QUANTITY CLIENT FRAME APPROVAL I:_ ·,noN C-E-FE SIGNATURE: +------+---+-----1 PRINT NAME: ________ DATE: __ _ ------+----+----~---+----+-------1 TO BE ALLED OUT BY SPRUNG REPRESENTATIVE PROJECT NAME: ____________ _ WORK ORDER #: _____ SNOW LOAD: ___ _ STRUCTURE SIZE (Wxl): ____ INSULATED Y/N:_ 1-R-EF_E_R_T_O_A_RC-H-IT-EC_T_UR_A_L_P_LA_N_F_O_R_D_U_CT_LA_Yo_m_&_C_OO_R_D_l~-T-,o-N~S~runc innovation I versatility I reliability Proprietary & Confidential UNINSULATED STRUCTURES FRAMED OPENINGS ORDER FORM 30-90 STRUCTURES DAlE SCl>li 09/07/2012 NTS DRAWING # PENETRATION FRAME ORDER Penetrating the structure -2i INSULATED FRAMED OPENWG ASSEMBLY FLASHING, SEAL & INSULATION BETWEEN FRAMED OPC""''IG AND DUCT BY HV ' /ANY EXHAUST OR SL DUCT BY HVAC Cu. FRAMED OPENING ALUM. FRAME ALUM. STRUCTURAL I BEAM f- t SPRUNG STRUCTURAL SPREADER SPRUNG STRUCTURAL SPREADER RING SPRUNG TOP SUPPORT BRACKET SPRUNG INSULATED FRAMED OPENING SPRUNG BOTTOM SUPPORT BRACK• SPRUNG S, TURAL SPREADER Rl1, SP . <:;TRUCTURh. SPR. ~,L STRUCTURAL SPREADER OPENING FOR DUCT PENETRATION, DUCTWORK BY OTHERS INSULATED FRAME SHOWN SUPPORT BRACKET EXTERIOR MEMBRANE STRUCTURAL ALUM. I BEAM 1'-4" MIN. CLEARANCE FRAME O.D. DUCT 0.D. 1" ERECTION CLEARANCE 2 1/2" SPRUNG FRAME FRAME ELEVATION DUCT INTERIOR MEMBRANE INSULATED WALL SECTION ___ _ PAGE 3 OF 3 INSULATED FRME SECTION INSULATED STRUCTURES ASSEMBLY LAYOUT ORDER FORM 30-90 STRUCTURES S~ rune DATE SCALE 09/07/20 12 NTS 1-~~-E~-1~-~-TIO_N_.,FRAL,.__ME-AS_S_E~-8-LY-1 innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -28 SAIIPLEARCHITECTURALPUN -□ I 0 q- PlJ\N VIEW CENTER PANEL MARK UP PLAN & INCLUDE WITH FRAME ·,L "ORM HIGH SNOW LOAD AREA INl, ·,, ~T-~- SUP, 1T EXTERIOR DUCT ~ DUCT \ , SUPPORT BY HVAl 'J. i-+- HVAC I EQUIPMENT co BY OTHERS ~ ::.: I. MIN. 10'-o" NTS • J FOR SNOW REMOVAL :c 0 a u.J 0:: U1 ..::: -H . 0 I 0 STRUCTURAL SPREADER e INTERIOR DUCT ELEVATION CHANGE NTS CABLE BRACING CABLE BRACING 3-4 HVAC Fl.AT END -INTAKE VENT 2 -UTILITIES OPENING 3-4 -HVAC (S & R) 5 -EXHAUST VENT 6-7 -ROOF PEAK VENT -INITIAL DUCT SIZES DEPENDENT ON AIR VOLU ME REQUIREMENTS. -USING PAGE 2/3; DETERMINE U/S DUCT ELEVATION THEN CALCULATE DUCT HEIGHT (OR MAX. DUCT HEIGHT ALLOWABLE) THEN INCREASE DUCT WIDTH IF NECESSARY TO ACHIEVE FLOW CAPACITY AREA REQUIRED. -STANDARD PEAK VENTS AND PENETRATION KITS ORDERED DIRECTLY THROUGH THE SALES REP. s~runc FRAMED OPENING DUCT LAYOUT INFORMATION SKETCH ALL STRUCTURES DATE SCALE 09/07/2012 NTS DRAWING # SUPPLEMENT TO ORDER FORM innovation I versatility J reliability Proprietary & Confidential 29 Version 2.4 HVAC unit adjacent to Sprung structure. In snow areas unit to be placed 1 O' from structure to allow for snow shed and clearing In snow load areas, it is recommended that HVAC equipment be placed approximately 1 O' from the structure to allow for snow shedding and snow clearing. Sprung structures will not allow a framed opening or a series of framed openings and penetration kits, to be installed on any position on the structure that might hinder the natu- ral snow shedding action of the structure. A general rule is never on the roof: the lower on the wall the better. Framed Openings c/w Installed duct work. innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -30 Version 2.4 Penetration Kits Penetration Kits are used for any penetrations under 20" in diameter. These consist mainly of plumbing stacks, vent stacks and conduit. These kits are installed at the very end of the project. They can be ordered at anytime. A penetration kit consists of a rubber boot with a small aluminum backing which is bolted through the membrane. High temperature kits are available for the vent stacks. These can handle temperatures of up to 437 degrees F. Care must be taken in placing Penetration Kits on the roof of the Sprung structure in snow load areas. Penetra- tion kits should not be installed side by side across the panel for they would interfere with the snow shedding action of the structure. Penetration kits should be placed adjacent to a beam with no more than two per panel, one at each beam location allowing the area in the middle of the panel to remain open. Alternatively, several penetration kits can be placed vertically along the I beam. If there are any questions regarding the placement of the penetration kits, please contact our Parts and Service Department at: parts@sprung.com or 801 280 1555. 1/4''¢ BOLTS C/W UTS & WASHERS 8 PLACES OUTSIDE PRESSURE PLATE INSIDE PRESSURE PLATE PIPE OR CONDUIT BY OTHERS (1/4" TO 6"¢) PIPE CLAMP Penetration Kit for an Uninsulated Structure innovation I versatility I reliability Proprietary & Confidential 1/4"0 BOLTS C/W NUTS & WASHERS 8 PLACES PENETRATION KIT UNINSULATED STRUCTURE Penetrating the structure -3 I Installation Instructions for Penetration Kit for an Uninsulated Structure This document applies to the installation of a Sprung penetration kit for a single membrane structure. Required Materials Sprung Penetration Kit -Roof flashing -Outside pressure plate -Pipe clamps Tape measure Utility knife ( box cutters) 7 /16" wrenches Slot screwdriver ( for pipe clamps ) Polyurethane sealant Safety equipment to comply with by local and/or federal OSHA regulations NOTE: Step one: Step two: Step three: NOTE: One individual will be required to work from the interior while another individual will be required to work from the exterior of the structure. Determine where the penetration is to be located. Clean the surface of the membrane with isopropyl alcohol and apply polyurethane sealant where the roof flashing will lay. Apply another bead of polyurethane sealant to the roof flashing itself. Place the roof flashing on the membrane in the desired location. Using a sharp tool, such as a nail, poke holes through the flashing and through the membrane. Install the 1/4" bolts through the inside pressure plate, penetration kit, and outside pressure plate. Install nuts and washers. Tighten. In most cases the interior roof flashing will need to be installed by a contractor while penetrating the structure with whatever diameter piping is require3d. Using the pipe clamp, press flashing firmly against the interior membrane and tighten pipe clamp. Version 2.4 innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -32 1/4"1/l BOLTS c/w UTS & WASHERS 8 PLACES OUTS IDE PRESSURE PLATE PIPE OR CONDUIT ,..-----BY OTHERS ( 1 / 4" TO 6"¢) INSIDE PRESSURE PLATE PIPE OR CONDUIT BY OTHERS (1 /4" TO 6"0) PIPE Cl.AMP 1/4"¢ BOLTS C/W NUTS & WASHERS 8 PLACES !PE Cl.AMP Version 2.4 PENETRATION KIT INSULATED STRUCTURE 08/14/2007 NS NOTED S~runG DATE SCAU: s 1--DAAW-INGP#-ENET-RAT ........ ION-KI-T-IN-S ----t Penetration Kit for an Insulated Structure innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -33 Installation Instructions for Penetration Kit for an Insulated Structure This document applies to the installation of a Sprung penetration kit for an insulated structure. Required Materials Sprung Penetration Kit -Roof flashing -Outside/Inside pressure plate -Pipe clamps Tape measure Utility knife ( box cutters ) 7 /1 6" wrenches Slot screwdriver ( for pipe clamps ) Polyurethane sealant Safety equipment to comply with by local and/or federal OSHA regulations NOTE: Step one: Step two: Step three: NOTE: One individual will be required to work from the interior while another individual will be required to work from the exterior of the structure. Determine where the penetration is to be located. Clean the surface of the membrane with isopropyl alcohol and apply polyurethane sealant where the roof flashing will lay. Apply another bead of polyurethane sealant to the roof flashing itself. Place the roof flashing on the membrane in the desired location. Using a sharp tool, such as a nail, poke holes through the flashing and through the membrane. Install the 1/4" bolts through the inside pressure plate, penetration kit, and outside pressure plate. Install nuts and washers. Tighten. Note: To tighten the nuts you must cut a small hole through the interior membrane (just large enough for a hand). In most cases the interior roof flashing will need to be installed by a contractor while penetrating the structure with whatever diameter piping is required. Using the pipe clamp, press flashing firmly against the interior membrane and tighten pipe clamp. Version 2.4 innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -34 WITH SNOW LOADING NO OBSTRUCTIONS IN CENTER OF ANY PANEL ABOVE 10'-Q" WITH SNOW LOADING 10·-o· UNINSULATED END PANEL UNINSULATED STANDARD PENETRATION KITS SIZE DUCT r/J SMALL 1/4" to 4" MEDIUM 3" to 6" LARGE 5" to g" X-LARGE 7" to 13" ALL PENETRATION KIT SIZES COME IN INSULATED OR UNINSULATED AS WELL AS HIGH TEMP . & STANDARD TEMP. SEE SALES REP. FOR PRICING. STRUCTURE SECTION CENTER PANELS :t PEAK----------~ ACCEPTABLE PLACEMENT NOTE: IN "NO SNOW" LOAD ARE;,\S, PENETRATION KITS CAN BE PLACED AS REQUIRED. CONSULT WITH SPRUNG SALES REP. FOR OTHER POSSIBLE RESTRICTIONS. ACCEPTABLE PLACEMENT PARTIAL ELEVATION ACCEPTABLE PLACEMENT s~runG innovation I versatility j reliability Proprietary & Confidential PERMITTED SMALL PENETRATION OPENINGS SIZES & LOCATIONS INSULATED & UNISULATED DATE SC/ti 03/20/2012 AS NOTED DRAWING # SMALL PENCTRATION DETAILS Penetrating the structure -35 Version 2.4 Interior High Temp Penetration kit c/w vent stack. Please note: Vent stack is to be braced to the structure and not supported by the penetration kit. Penetration Kit showing gas line. In snow areas, any external utilities need to be installed inside the structure or protected, to prevent damage to the gas line during the snow clearing process. innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -36 Positive Pressure -HVAC Balancing Building Pressure Diagnostics By Fob Falke May 15, 2005 The accepted ideal for most buildings, whether a resi- dential or light commercial structure, is to place them under a positive pressure of+. 02-in. to +.03-in. water column. These are very slight pressures that can make a huge difference in building comfort and efficiency. We create positive pressures in a building by install- ing a fresh air duct to the HVAC system or by properly installing a Heat Recovery Ventilator (HRV). Positive pressure controls ventilation into a building, and keeps air from being pulled in from undesirable locations. Fresh air pressurizes a building as it's introduced into the return side of the system before the fan. The amount of return air is reduced by the amount of the fresh air. So if 10% fresh air is brought into the system, the fan can only pull 90% of the return air through the return ducting. The supply side still delivers 100% of its airflow. So, supply airflow exceeds return airflow in the building, leaving a positively pressurized building. The amount of air required to pressurize a building will increase depending on how leaky the building envelope is. For adequate positive building pressure, some building pressurize with as little as 50 cfrn of outside air per every 1000 square feet. Some buildings need as much as 300 CFM or more per 1,000 sq.ft. Exhaust fans create a negative pressure in a building. Those rooms, such as rest rooms, containing cleaning or other chemicals should be placed under a negative pressure with an exhaust fan to prevent fumes and smells from migrating around the building. Mechanical Rooms Positive pressure is critical in mechanical rooms where combustion appliances are located to prevent flue gasses from being pulled into the building. In mechanical rooms, always verify a positive or at least a neutral pressure. A negative pressure in a mechanical room or combustion area as low as .015 in. can cause a gas furnace, water heater, or other gas appliance to back draft and carry deadly carbon monoxide into the building. This poses a serious health exposure to the occupants. Version 2.4 Consider installing a small supply register on the supply plenum with a manual damper that can be adjusted to assure the combustion area is kept under a positive pressure when the system fan is energized. An outside air fan may be necessary in mechanical rooms with boilers. Other pressures act upon a building, as well. Wind is one and it changes from moment to moment. Wind exerts a positive pressure on the windward side and a negative pressure on the downwind side. Stack effect, the upward flow of warmer air, also cr~ates slight pressures. Doors opening and closing do too. Don't forget clothes dryers and kitchen exhaust fans. The bottom line: There are conditions where you cannot effectively measure building pressures. Also, whenever you test, be mindful that there may be other pressure events in a building that may be outside of your experience and consideration. Instruments and Tools To measure building pressures, you'll need a digital manometer with typical test range from 0-in. to 5-in. w.c. with a readable scale of at least .005-in. w.c. Ma- nometers with larger scales are unable to read lower pressure with the required accuracy. Analog gauges should be a O to 1/4-in. w.c. scale to read building pressures accurately. You 'll need tubing or pressure hoses to connect to the manometer through which the pressure travels to the pressure ports. Building pressure testing may require up to 100 ft. of tubing. The best pressure tub- ing measures 5/16 OD by 3/16 ID, but any tubing that will make a tight seal on the port of the manometer will do. How to Measure Set the fans and building conditions in the mode that reflects the state you wish to measure. Normally, bring on the fan for the HVAC system, with other fans off to start with. To measure the building pressure with reference to outdoors, select an outdoor location and place the innovation I versatility I reliability Proprietary & Confidential 37 HV AC Balancing Building Pressure Diagnostics By Fob Falke May 15, 2005 Continued open end of the pressure tubing outdoors, away from the wind. Run the tubing indoors through a door or window. Be sure not to pinch off the tubing. You may need to use maslcing tape to block off the open area of the door or window to be sure the pressure areas remain separate. At the indoor location, connect the pressure tubing to the negative port on the manometer. The differ- ence between the two pressures will appear on your manometer. If a negative pressure appears positive on the meter, simply switch the hoses on the ports. You may verify a positive or negative pressure in the building visually by using artificial smoke testing at the door or window. Pressure can be measured between rooms or pres- sure zones in the same manner. Simply place the open end of the hose in one zone, and then stand in the other pressure zone with the manometer. The port with the tube connected measures one pressure, the open port on the manometer measures the other pressure. The difference between the two pressures appears on the face of the manometer. Overcome the Wind When measuring building pressures with reference to outdoor pressure, the wind can cause enough :fluc- tuations in your readings that testing becomes futile. To stabilize the outdoor pressure, place the outdoor end of your pressure tubing into a sheltered area unaf- fected by the wind. Many contractors I know place the outdoor end of their tubing in a Tupperware bowl with holes punched in the top, then fill it loosely with paper towels to diminish the effects of the wind on outdoor pressures. Smoke Makes Pressures Visible High pressure travels to low pressure and smoke makes the movement apparent. Titanium Tetrachlo- ride is a chemical that reacts with the moisture in Version 2.4 the air to produce a cool smoke. So, a puff of smoke makes the traveling air visible. This can be a real help before, during, or after pressure measurement. One method to check if a room has a positive or negative pressure with reference to the nei ghboring room is to open the door an inch or so, then blow smoke gently near the opening. In theory, if the room has a positive pressure, the smoke will blow out of the room. If the room has a negative pressure, the smoke will be pulled back into the room. Good pressure diagnosticians understand that they don 't make a decision on how the building is operat- ing based on a single test or on a 1/l00th of an inch pressure differential. Pressures change throughout a building from minute to minute. So advanced pres- sure testing may require building pressure traverses, a sense of patience and some creativity. Rob Falke President of National Comfort Institute. 800/633-7058 robf@nationalcomfortinstitute.com. innovation j versatility j reliability Proprietary & Confidential 38 Version 2.4 HVAC Balancing Similar to conventional construction, a properly balanced system is very important in a Sprung structure. The air permeability of the structure is extremely low (almost zero leakage). While this desirable feature allows for precise control of the interior environment, consideration must be given to ensure a positive pressure is always maintained. On rare occasions, some clients have experienced some water migration into the structure. This is caused by having a negative pressure inside the Sprung structure Example: Note the graph (below) from a 24 hr pressure monitoring cycle. These test results are from an actual project. Any red inside the darkened circular line represents negative pressure. The balancing contractor was able to determine that kitchen exhaust fans were putting the system into negative pressure and they had not taken this into account when designing the system. innovation I versatility I reliability Proprietary & Confidential Penetrating the structure -39 A Faster Way to Build March 18, 2022 John Maashoff City of Carlsbad 405 Oak Avenue Carlsbad, California 92008 760-434-2856 John. maashoff@debconstruct.com Drawing# R21-1426 R3 Dear Mr. Maashoff, We are pleased to submit the following quotation for a Sprung Structure to be located at your site in Carlsbad, California. Sprung is the inventor of the stressed membrane structure which has been patented worldwide. With over 130 years of experience, Sprung offers an innovative, cost effective building alternative which dramatically accelerates construction timelines while providing complete flexibility for the future. STRUCTURE DESCRIPTION: PLEASE NOTE: Signature Series 40 feet wide by 40 feet long, measured by maximum width by maximum length including the following accessories: 1 -4' Leg Extensions for 40' x 80' 1 -Graphic Logo at Entrance 1 -Corrosion Resistant Package 40' x 80' 1-Custom Flat End 1 -Engineered Flat End -40 ' -Polyurethane 2 -Rolling Service Door(s) 12' W X 14' H c/w Electric Operator (110V/220V -NEMA1 -1/2HP Single Phase) c/w frame 8 -75 lb. Hanging Brackets -Interior suspension eye-nuts, powder coated or mill finish -Assembly Bolts Package for 40' x 40' -Conduit Holes Set as per diagram provided by Sprung -Door Hoods and Face Panel for Door to be Relocated to Center Bay -Engineered Stamped Drawings -Perimeter Flat Bar 40' x 80' -Polyurethane opaque membrane with Daylight Panels (Standard) It is the responsibility of your contractor to connect any and all electrical for any options requiring power. Electrical specifications can be provided. ARCHITECTURAL MEMBRANE: Polyurethane opaque membrane, complete with daylight panels. AVAILABILITY: ROLLING SERVICE DOORS: Normally from inventory. Although the Sprung Structure above can normally be delivered in a very short time period, the Rolling Service Doors listed generally have a much longer lead time and will likely arrive and be installed by a local installer after our technical consultant has left the site. You will be required to supply a forklift (or hoisting equipment) and a small man lift, to lift the door in place and install. Electrical hookup, if applicable, is not included. For remotes sites , not easily accessible from a major center, the Sprung Technical Consultant will supervise the installation of the Rolling Service Door(s). In these Sprung Instant Structures Inc I 29970 Technology Drive, Suite 112, Murrieta, California, USA 92563 11 .800.528.9899 I 951.461 .8240 I info@sprung.com sprung.com SPECIAL CORROSION PROTECTION: INTERIOR HANGING DETAI LS: ERECTION: PICKER: HAND TOOLS: cases, two workers will be required for approximately two (2) 8 hour working days per door and you will be required to supply the forklift and small manlift for the installation. Sprung structures utilize a military grade, corrosion resistant aluminum substructure, which offers unrivalled corrosion protection. Depending on the shape, size and accessories selected for your structure, there may also be a limited number of miscellaneous steel components required. For long term performance of all steel components, they will be treated with two complementing types of ZINC based protection . The steel is first hot dipped galvanized, post production, to ASTM A 123. The second type of protection is a two-stage powder coat with a ZINC hybrid primer and UV stable top coat. All structural bolts will be provided with a proprietary zinc flake coating. Sprung Instant Structures offers a large selection of brackets and hangers which can be utilized for the hanging of lighting, HVAC and any other items that may need to be suspended from the interior of the structure. The type and size in each case will depend on weight and proposed position. Please contact your Sprung representative for diagrams and further details. We will supply a Technica l Consultant on site to provide advice on the best methods of structure assembly and erection to a construction supervisor (or equivalent). The Technical Consultant is not authorized to perform any other services or directly supervise workers, customer is responsible for supervision of and safety compliance in structure location, orientation, assembly, and erection . The Technical Consultant is not a project manager, customer is solely responsible for project management if this is a requirement. Required equipment and manpower: a) Manlifts. b) Appropriate fall protection (body harness and lifeline). c) Electrical power to site. d) Estimated 6 workmen for approximately 15 (3 of which is for the dismantle if the membrane can be cut off and 12 to erect the new and existing structures at new site -Please note, this does not include a time and components for the Rolling Service Doors. We recommend that you have the Overhead Door Co., or the contractor remove the 12' x 14' doors prior to the Sprung technical consultant's arrival), 8 hour working days, approximately half of which should be manlift qualified. Total manhours to complete is estimated at 720. e) A supervisor with construction experience. Note: Above time estimation does not include an allowance for the Rolling Service Doors which will be delivered and installed by closest reg ional installer. We request that you supply a picker with operator and rigger to assist in raising the free span aluminum beams during the erection sequence. It will be needed for approximately for approximately 10 hours. Estimated at 4 hours to dismantle and 6 hours to erect the 40' x 80'. Although specialized hand tools are supplied for your use at no charge, you are responsible for the tools while they are at your site and until picked up by Sprung following completion of the erection of the structure. Lost, stolen , or damaged tools will be billed at their full replacement cost. Sprung Instant Structures Inc 129970 Technology Drive, Suite 11 2, Murrieta, California, USA 92563 f 1.800.528.9899 I 951.461.8240 I info@sprung.com sprung.com ANCHORAGE: PERMITS, LICENSES AND TAXES: ONSITE ENGINEERING INSPECTIONS: GUARANTEE: NOTE: Earth anchors, in connection with drift pins may only be used providing adequate soil conditions exist. Base reactions will be provided where required. A compressor complete with 90 lb. jack hammer, will be needed to install these anchors. In order to optimize the erection time for the structure, earth anchors should be installed prior to delivery of the structure and prior to arrival of the technical consultant. A detailed drawing will be provided by Sprung showing anchor locations. Perimeter aluminum flat bar will be supplied to secure the architectural membrane to the asphalt pad. The quality of the asphalt will determine the effectiveness of this procedure. It should also be noted that flat bar will not stop surface water from migrating into the structure since there is no means of ensuring a water tight seal when attaching flat bar to asphalt. It will be your responsibility to obtain all permits, licenses and pay all applicable taxes. This structure is designed to meet the CBC 2019. If onsite engineering inspections are required, please advise our sales office to request a quotation. These services will be quoted at our cost. Onsite inspections are not included as a part of Engineered Stamped Drawings. To demonstrate our confidence in the quality and longevity of the Sprung Structure, our product comes with a 50 year pro-rata guarantee on the aluminum substructure and an architectural membrane pro-rata guarantee, in accordance with the attached Guarantee Certificate. This quotation is valid for 30 days. PURCHASE PRICE STRUCTURE AND ACCESSORIES AS ABOVE: F.O.8. Salt Lake City, Utah, USA, lncoterms 2010, sales and/or use taxes extra. TECHNICAL CONSULTANT PER DIEM: The Technical Consultant's travel, accommodation , and meals will be char ed to ou at the fixed cost shown. DELIVERY: On your behalf, we can arrange for delivery of this structure by commercial carrier to your site in Carlsbad, California at the fixed cost shown. This price does not include the relocation of the existing structure. This structure is sold F.O.B. Utah, 2010 lncoterms. Sprung will maintain responsibility for the shipment and will insure the shipment up until the point of delivery. Customer is res onsible to receive and unload frei ht in a timel manner. $195,254.00 $18,275.00 $3 ,210.00 Thank you for the opportunity to submit this quotation and we look forward to being of service to you in the future. Yours very truly, Terry Formentera Business Development Manager SPRUNG INSTANT STRUCTURES, INC. Quote #11090 Sprung Instant Structures Inc I 29970 Technology Drive, Suite 112, Murrieta, California, USA 92563 11 .800.528.9899 I 951.461.8240 I info@sprung.com sprung.com Sprung Instant Structures This Guarantee is presented to: City of Carlsbad The architectural membrane and aluminum materials utilized in Sprung Structures have been selected for their proven strength, durability and longevity. To show our sincere confidence in our product, Sprung Instant Structures is pleased to issue the following guarantees. ARCHITECTURAL MEMBRANE WITH POLYURETHANE COATING All membranes used are water and mildew resistant, insect proof and flame retardant. They withstand extreme climatic variations and contain ultra-violet inhibitors to reduce degradation by the sun's rays. Flame retardant status has been warranted by the membrane suppliers. Sprung Instant Structures guarantees to supply new replacement membrane, on a pro-rata basis at the then current price, for membrane which deteriorates from any of the aforementioned factors within FIFTEEN (15) YEARS from the date of delivery of the structure(s), for polyurethane coated architectural membranes in white, tan or gray colors. EXTRUDED ALUMINUM SUBSTRUCTURE AND COMPONENTS Alumin.um used is professionally engineered and is of the highest quality and structural capability. Sprung Instant Structures guarantees to replace, on a pro-rata basis at the then current price, any aluminum which deteriorates from normal usage within FIFTY (50) YEARS from the date of delivery of the structure(s). The guarantee will not be valid if a Sprung technical consultant is not present during all erections and dismantling's of the structure during the guarantee period or if any payments associated with the structure(s) are not made on time. March 15, 2022 PHIL SPRUNG -PRESIDENT