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Home My WebLink About08 - CC-8 - Reimbursement of Accrued Expenses for - 9/5/2017CITY COUNCIL AGENDA REPORT MEETING DATE: SEPTEMBER 5, 2017 ITEM NUMBER: CC -8 SUBJECT: REIMBURSEMENT OF ACCRUED EXPENSES FOR REPAIR AND MAINTENANCE OF HOME RANCH HISTORIC SITE AS ALLOWED BY HOME RANCH DEVELOPMENT AGREEMENT DATE: August 17, 2017 FROM: PLANNING DIVISION/DEVELOPMENT SERVICES DEPARTMENT PRESENTATION BY: MINOO ASHABI, PRINCIPAL PLANNER FOR FURTHER INFORMATION CONTACT: Minoo Ashabi, AIA (714) 754-5610 minoo.ashabi@costamesaca.gov RECOMMENDATION Approve and authorize the City Manager to execute reimbursement of maintenance and improvement costs in the amount of $276,599.39 plus accrued interest to Segerstrom and Sons ("applicant") consistent with Third Amendment of Home Ranch Development Agreement related to improvements to the Home Ranch Historic Site located at 3315 Fairview Drive, Costa Mesa. BACKGROUND Segerstrom Home Ranch is generally located north of the Interstate -405 freeway, between Fairview Road and Harbor Boulevard, and south of Sunflower Avenue. The Home Ranch development project was approved in November 2001, and presently contains IKEA, SteelWave, office park and the Providence Park residential development (143 units). The development of office uses in the southeast quadrant of Susan Street and South Coast Drive intersection is pending. Development Agreement DA -00-01 for Home Ranch was adopted by City Council on December 3, 2001. The DA provided a vested right to carry out and complete the Home Ranch project. The project contains 93 acres including 43.6 acres of vacant land and various land uses such as: residential (Providence Park), retail (Ikea), office campuses (former Emulex site). The DA also established specific densities and intensities (Floor Area Ratios) for each of the land uses. As part of the DA, the applicant had agreed to specific obligations such as: traffic improvements (Susan Street off ramp), traffic impact fees, fire station site, fire impact fees and sales tax revenue guarantees. The following four amendments have been approved since the original document was executed: First amendment (2003). This amendment was related to surplus transportation fees and the Huscroft House contribution. The original Development Agreement called for deposit of $200,000 for relocation and renovation of the Huscroft House. This provision was in anticipation of the City's intended relocation of the house to Fairview Park, and its ultimate restoration for public use. The City determined not to pursue that course of action and the house was made available to a private party for use as a residence. The applicant agreed to allow the funds to be used for another public purpose, with certain limitations. The balance for this account is currently $80,000 and has been allocated to the Community Foundation. Second amendment (2007). This amendment excluded the approximate 1.3 -acre segment of the exit ramp between the 1-405 North distributor road and the IKEA driveway intersection; The segment of the Susan Street exit ramp was owned partially by CJ Segerstroms and partially by IKEA and was ultimately dedicated to Caltrans; however, the agreement amendment specifically stated that this 1.3 - acre area plus the segment of Susan Street to South Coast Drive are to remain in the building floor area ratio calculations contained in the development agreement. Third amendment (2010). This amendment extended the life of the DA for 13 additional years, increased the area of the future fire station site from 30,000 to 40,000 square feet and identified a location for the fire station on South Coast Drive. The amendment also required prepayement of the remainder of the fire impact fee in the amount of $264,210.83. The Development Agreement previously required an endowment, a preservation plan, and creating a foundation for the historic resource preservation. This amendment deferred ultimate disposition of historic structures at the Home Ranch Historic Site for 50 years and required establishment of a historic preservation account with a deposit of $260,000 to be set aside for the preservation and maintenance costs. Fourth amendment (2016). This amendment provided consistently with the approved 2015-2035 General Plan Update and reflected the entitlement options that were adopted with the North Costa Mesa Specific Plan Amendment. ANALYSIS In conformance with the third amendment of the DA, the applicant submitted a deposit in the amount of $260,000 in December of 2010. The account, with accrued interest, includes a balance of $276,599.39. Additional interest, accrued subsequent to the date of this report through the release of payment, will be included in the reimbursement. During the past year, the applicant completed significant repairs and maintenance to the Home Ranch Historic Site. In its request for reimbursement, the applicant provided the following justification: contract including the scope of work; plans submitted to the City for improvements; and, photos showing completion of the work. All items are included as Attachments 2 through 4. According to the submitted proposal, the total cost of the project was estimated at $431,201.09. The applicant is now requesting reimbursement of all costs available within the Historic Preservation Account for partial payment of the completed tasks. The DA includes the following language to qualify for the reimbursement cost, which has been determined to be consistent with the project: ..."OWNER DEPOSITS $260,000 WITH CITY AS A "HISTORIC RESERVE ACCOUNT" TO BE TRANSFERRED TO A NEW OWNER IN THE EVENT THE PROPERTY IS TRANSFERRED DURING THE 50 YEARS: Prior to any future ownership transfer, the amendment establishes provisions for the use of the Historic Reserve Account for extraordinary maintenance by the current owner during the 50 years, and that all expenditures from the account must be authorized by the City. Also, the fund could be used for the physical relocation of the structures, but not for any required processing application fees, studies, etc. " The following building permit was issued and finaled by the Building Division: • BC17-00323 — This permit was issued for repair of exterior decks and seismic retrofit of the house foundation and porch concrete and footing. The permit also included removal of the composition shingle roofing and installation of under - layer of felt and sheathing. This building was finaled on May 16, 2017. The remainder of the repair and improvements such as paint, repair and replacement of windows, do not require a building permit. Attachment 3 includes an itemized list of improvements included in the scope of work and Attachment 4 includes photos of the improvements. On-going Maintenance The Development Agreement also requires regular upkeep and maintenance of the historic house. The applicant has committed to the long-term maintenance of the historic site and provided the following items in support of this obligation: • Annual inspections of plumbing, electrical, roofing. • Landscape maintenance weekly. • Interior house cleaning monthly. • Exterior inspections/ repairs and painting, as needed. • Window inspections for leaks. ENVIRONMENTAL DETERMINATION The project is exempt from the provisions of the California Environmental Quality Act under Section 15301 (Class 1), repair, maintenance, or minor alteration of existing public or private structures. FISCAL IMPACT There is no fiscal impact to the City relative to this item. The funds to be reimbursed were submitted by the applicant to be held in a reserve account and used for maintenance and repair of the historic site. LEGAL REVIEW No legal review is required for council action approving reimbursement of the funds. CONCLUSION The applicant has fulfilled the obligations of the DA with respect to maintenance and repair of the Home Ranch Historic Site. In addition, the ranch grounds are open once a year for public visits as required by the DA. The maintenance and improvements will provide for longevity of the historic site as initially intended within the provisions of the DA. MINOO ASHABI, AIA Principal Planner STEPHEN DUNIVENT Interim Finance Director Attachments: BARRY CURTIS, AICP Economic and Development Services Director 1. Third Amendment to Home Ranch Development Agreement 2. Payment Receipt dated 2010 3. Submitted Plans 4. Submitted Contract 5. Submitted Photos RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: CITY OF COSTA MESA 77 Fair Drive Costa Mesa, CA 92626 Attn: CITY Clerk ATTACHMENT 1 This Document was electronically recorded by Chicago Title Commercial Recorded in Official Records, Orange County Tom Daly, Clerk -Recorder 1111111111111111 111111111 111l Jill 1111111 NO FEE 2010000418498 08:00am 08/27/10 217 405 A17 29 0.00 0.00 0.00 0.00 84.00 0.00 0.00 0.00 A Cc,' M o Q I Z i4 (Space Above This Line for Recorder's Use) This Third Amendment to the Development Agreement for Home Ranch Development Property is recorded at the request and for the benefit of the CITY of Costa Mesa and is exempt from the payment of a recording fee pursuant to Government Code § 6103 THIRD AMENDMENT TO THE DEVELOPMENT AGREEMENT FOR HOME RANCH by and between CITY OF COSTA MESA C.J. SEGERSTROM & SONS, HENRY T. SEGERSTROM PROPERTIES LLC AND RUTH ANN MORIARTY PROPERTIES, LLC DA -00-01 Ordinance No. 01-29 Third Amend to Home Ranch Dev Agreement -5- THIRD AMENDMENT TO THE DEVELOPMENT AGREEMENT FOR HOME RANCH THIS THIRD AMENDMENT TO THE DEVELOPMENT AGREEMENT FOR HOME RANCH (the "Amendment") is executed this 3rd day of August, 2010, by and between The City of Costa Mesa, a Municipal Corporation of the State of California (the "City"), and C.J. Segerstrom & Sons, a California general partnership, Henry T. Segerstrom Properties, LLC, a California limited liability company, and Ruth Ann Moriarty Properties, LLC, a California limited liability company (collectively, "CJS"), with respect to the following: RECITALS A. City and CJS entered into that certain Development Agreement for Home Ranch dated as of December 3, 2001 (the "Original Agreement'), as amended by that certain First Amendment to the Development Agreement for Home Ranch effective October 15, 2003 (the "First Amendment"), and that certain Second Amendment to the Development Agreement for Home Ranch dated as of April 3, 2007 (the "Second Amendment'). The Original Agreement, First Amendment and Second Amendment were recorded in the Official Records of Orange County, California as Instrument Nos. 20020229863, 2007000267971, and 2007000267970, respectively, and are herein referred to as the "Development Agreement." The Development Agreement provides for construction of the Home Ranch Project, as defined in the Original Agreement. B. Exhibit "F" to the Original Agreement sets forth certain community benefits to be provided by CJS, and City and CJS desire to memorialize that many of the community benefits have been provided by CJS. As to the remaining community benefits relating to cultural resources and fire station, City and CJS desire to provide more specificity and otherwise update and clarify these requirements. Agreement. C. Finally, City and CJS desire to extend the term of the Development AGREEMENT IN CONSIDERATION OF the foregoing Recitals, and for good and valuable consideration, CJS and City agree as follows: 1, Duration of Agreement. The Development Agreement is hereby extended and shall be operative and continue until that date which is twenty (20) years from the date of this Amendment, subject to earlier termination upon the completion, performance and discharge of all obligations thereunder. Third Amend to Home Ranch Dev Agreement 2. Community Benefits - Owner's Obligations Fulfilled. City and CJS agree that all obligations of CJS set forth in the following provisions of Exhibit "F" to the Original Agreement (Community Benefits Provided by Owner) have been satisfied in full: (a) The first four subheadings of Section A, entitled "Improvements Required in Accordance with the General Plan" (which called for CJS to pay City $3,888,910), "Improvements Required by Project Beyond the General Plan" (which called for CJS to pay City $4,578,400), "Site Access Improvements" and "Susan Street Offramp." (b) Section C entitled "Contribution to Educational Advancement for Costa Mesa Students" (which called for CJS to pay City $2,000,000). (c) Section D entitled "Contribution for High School Athletic Facilities" (which called for CJS to pay City $250,000). (d) Section E entitled "Contribution to Restoration of IIuscroft House" (which called for CJS to pay City $200,000). (e) Section F entitled "Residential Component." (f) Section H entitled "Sales and Use Tax Guarantee" (which called for CJS to guarantee payment to City of $5,000,000). All obligations of CJS under the foregoing referenced provisions have been fulfilled and thus these provisions are of no further force or effect in the Development Agreement. Cultural Resources. a. Historic Structures. The Segerstrom Home, Garage, Tool Shed (formerly erroneously referred to as a guesthouse) and Barn (collectively, the "Historic Structures") as shown on Exhibit "A" to this Amendment have been preserved since before the Effective Date arid shall continue to be preserved for historic resource purposes from the date of this Amendment through that date which is fifty (50) years from the date of this Amendment (the "Historic Term"), in accordance with the following: i. The Historic Structures and the 1.5 acre site on which the Historic Structures are located, as more specifically shown on Exhibit "A" (the "Historic Site"), shall be maintained in substantially the same condition as existing as of the date of this Amendment at the sole cost of the owner of the Historic Site (the "Historic Site Owner"), except as to costs funded through the Historic Reserve Account as provided below. Notwithstanding anything to the contrary in the foregoing, the Historic Site Owner, at its sole cost, may move the Barn to any location within the Historic Site as selected by the Historic Site Owner, subject to compliance with all mitigation measures for the Home Ranch Project and the City's building codes and regulations, in each case as then applicable to relocation of the Barn. ii. The boundary(s) of the Historic Site may be modified from that shown on Exhibit "A" by the Historic Site Owner with the approval of the City's Development Services Director, which approval shall be granted so long as (A) the Historic Site continues to Third Amend to Home Ranch Dev Agreement — 1 — include all of the Historic Structures (or will continue to include all the Historic Structures following relocation of the Barn as permitted above), (B) the Historic Site continues to include at least 1.5 acres, (C) the modification to the boundary(s) does not have a material adverse effect on the Historic Site, and (D) the modification to the boundary(s) comport with any approved Master Plan(s) for the adjoining, touching property. iii. Commencing with the calendar year 2011, the Historic Site shall be open to the public by the Historic Site Owner at least one day per calendar year. Access on or inside the Historic Structures is not required. b. Recorded Use Restrictions. Substantially concurrently with the execution of this Amendment, CJS shall execute and record on the Historic Site, for the benefit of the City, the Declaration of Special Land Use Restrictions attached hereto as Exhibit "B" (the "Use Restrictions"). As more particularly set forth therein, the Use Restrictions shall run with the land and impose on CJS and each successive Historic Site Owner, during the period of its ownership, the requirements set forth above in paragraph 3(a) for the period of the Historic Term. As with the Use Restrictions, paragraph 3(a) above shall terminate and be of no further force or effect with the expiration of the Historic Term. During the Historic Term, as part of any subdivision map or any other entitlement process that is otherwise consistent with the City's requirements, City may not impose on CJS or any successive owner of the Property additional obligations or requirements with respect to permitted use, preservation, public access or maintenance of the Historic Structures or Historic Site. CJS acknowledges that City's adopted General Plan, zoning and Specific Plan for the Historic Site impose restrictions preventing alternative use of the site, and nothing herein is intended to in any way modify said General Plan, zoning or Specific Plan. C. Historic Reserve Account. Within one year of the date of this Amendment, CJS shall fund a segregated reserve account with the City in the amount of $260,000 (the "Initial Fund"). The Initial Fund shall be held by the City in an interest bearing deposit account, subject to the terms of this paragraph 3(c). The term "Historic Reserve Account" as used herein means all amounts in such interest bearing account. The Historic Reserve Account is intended to be utilized for purposes of providing financial support for the costs of maintaining, operating and preserving the Historic Structures and Site (including listing the Historic Site on the State Registry) as follows: (i) For so long as the Historic Site is owned by CJS, the Historic Reserve Account shall be utilized solely for: A. Extraordinary costs incurred by CJS in maintaining the Historic Structures and Site, as requested by CJS and authorized by the City in accordance with a mutually agreed upon process. The Initial Fund shall be used first in its entirety to fund any extraordinary cost prior to City authorizing the use of any accrued interest in the Historic Reserve Account; and Third Amend to Home Ranch Dev Agreement B. If the Iiistoric Structures are relocated off the Historic Site as discussed in paragraph 3(f) below, costs incurred by CJS in the physical relocation of the Historic Structures. The Historic Reserve Account may not be used for application costs, processing fees, or legal or environmental documentation relating to relocation of the Historic Structures. Following relocation of the Historic Structures, any remaining balance of the Historic Reserve Account shall be transferred by the City to the then owner of the Historic Structures; and there shall no longer be a Historic Reserve Account with the City or any requirement hereunder for a Historic Reserve Account. C. If the Historic Reserve Account still exists as of the expiration of the Historic Term, then the Historic Reserve Account shall be disbursed by the City to CJS and the City as follows: any remaining balance of the Initial Fund shall first belong and be paid to CJS; any remaining balance, consisting of all accrued interest, shall be shared and paid evenly (50/50) between CJS and the City. Following such disbursements, there shall no longer be a Historic Reserve Account with the City or any requirement hereunder for a Historic Reserve Account. (ii) if ownership of the Historic Site is transferred during the Historic Term as permitted in paragraph 3(e) below, the entire balance of the Historic Reserve Account shall be transferred by the City to the Permitted Transferee (as defined below); and there shall no longer be a Historic Reserve Account with the City or any requirement hereunder for a Historic Reserve Account. The Historic Reserve Account may not be used for any purposes other than as described in this paragraph 3(c). d. Mitigation Measure Fulfilled. Upon the last to occur of recordation of the Use Restrictions in the official records of Orange County, California, and funding of the Initial Fund by CJS to the City, all obligations and responsibilities of CJS with respect to the following portion of a mitigation measure for the Home Ranch Project (referenced in the Final Program EIR No. 1048 as mitigation measure 3.10.4(3)), with the exception of the identification of site buffering issues, shall be fully satisfied: "At such time that the applicant proposes a Master Plan for the balance of the project site, the precise boundaries of the preservation area, transfer of development rights, transfer of ownership to the City of Costa Mesa or a non-profit agency/organization, provisions for long-term preservation, and site buffering issues shall be identified." e. Transfer of Historic Site. CJS may at CJS's election transfer ownership of the Historic Site, subject to the Use Restrictions, to any one of the following ("Permitted Transferee"): (i) any nonprofit entity (including without limitation a nonprofit entity owned or controlled by CJS), (ii) the City, (iii) another government agency or (iv) another private owner. Third Amend to Home Ranch Dev Agreement Cl — f. Relocation of Structures. Notwithstanding anything to the contrary above in this paragraph 3, CJS or any successive Historic Site Owner may apply to the City, at the sole cost of the Historic Site Owner, for a determination as to whether the Historic Structures may be relocated off the Historic Site to an alternative site which must be located in the City of Costa Mesa. Any proposal to relocate the Historic Structures must comport with all then applicable requirements which may include without limitation additional expert studies (at the Historic Site Owner's cost), additional public processing and new discretionary approval by the City. City is not hereby obligating itself to approve any relocation. In connection with any off-site relocation proposal, an ad hoc committee appointed by the City Council will be activated and charged with reviewing the proposed relocation plan for the Historic Structures and making recommendations to the City Council. The ad hoc committee will include a representative from each of the Costa Mesa Historic Preservation Committee, Costa Mesa Historical Society, City and Historic Site Owner. All off-site relocation plans must address maintenance obligations and preservation of the Historic Structures for the remainder of the Historic Term. No alternative site for the Historic Structures has been identified at this time. The alternative site may or may not be owned by CJS. If the Historic Structures are relocated to an alternative site as discussed in this paragraph, then the Historic Site shall be relieved of the obligations of paragraph 3(a) above and the Use Restrictions, but the alternative site shall be burdened by all such restrictions as may be imposed by the City in connection with the relocation. g. Development Rights. All development rights for the Historic Site, including square footage and trip budget, are transferred and belong to the remainder of the Home Ranch Project south of South Coast Drive and east of Susan Street, excluding the Fire Station Site. h. Original Agreement Amended. The entirety of Section B in Exhibit "F" to the Original Agreement (entitled "Cultural Resources") is hereby deleted from the Development Agreement and shall be of no further force or effect. 4. Fire Station. a. Study Completed. The fire suppression study called for in Section G in Exhibit "F" to the Original Agreement (entitled "Fire Station") has been completed by the City and it has been determined that a new fire station is needed in the Home Ranch area. In addition, City's Fire Department has determined that its preferred fire station will require more square footage than the 30,000 square feet required under the Original Agreement. b. Fire Station Site. The fire station shall be located on the Home Ranch on a square parcel consisting of 40,000 square feet (200 feet deep by 200 feet wide) fronting on South Coast Drive as more particularly shown on Exhibit "C" attached hereto (the "Fire Station Site"). City shall provide one year prior notice to CJS of City's intent to commence construction of a fire station on the Fire Station Site, and CJS shall convey the Fire Station Site to City upon notice from City that City has issued construction documents initiating the bidding process for the fire facility. The Fire Station Site shall be conveyed to City subject to a deed restriction providing that the Site may be used solely for fire station purposes. Costs of conveying the Fire Third Amend to Home Ranch Dev Agreement v- i c Station Site to the City shall be the sole responsibility of CJS. If construction of a fire facility has not commenced on the Fire Station Site before expiration of the Development Agreement (as extended in paragraph 1 above), the Fire Station Site shall be conveyed by City back to the original CJS owner. Costs of reconveying the Fire Station Site back to the original CJS owner shall be the sole responsibility of City. CJS's obligation to convey the Fire Station Site to the City terminates with expiration of the Development Agreement. C. Owner's Development. Nothing contained in this paragraph 4 above shall be deemed or construed to preclude the exercise of all development rights granted or reserved to CJS in the Development Agreement. In other words, development of the Property, or any portion(s) thereof, shall not be conditioned upon construction by City of the fire station. In addition, prior to conveyance of the Fire Station Site to the City or subsequent to the conveyance of the site to the City but prior to construction of the fire station, the location of the Fire Station Site may be moved along South Coast Drive to accommodate development of the Property or any portion(s) thereof, subject to review and approval of the City. d. Home Ranch Entrances. City expressly agrees that the remainder of the Home Ranch Project south of South Coast Drive and east of Susan Street shall be entitled to at least one dedicated full entrance (left and right turn in and out) on South Coast Drive between Fairview Road and Susan Street and one dedicated full entrance on Susan Street. Development of the fire station shall preserve these entrances for development of the remainder of the Horne Ranch Project. e. Fire Impact Fees. On or before 20 days after execution of this Amendment by all parties, CJS shall pay to City $264,210.38 as the full and final payment due for any reason under Section G of Exhibit "F" to the Original Agreement (entitled "Fire Station"), including without limitation due for fire impact fees or for cost of building construction and site improvement costs. No other amounts whatsoever shall be due under said Section G. f. Development Rights. its. All development rights for the Fire Station Site, including square footage and trip budget, are transferred and belong to the remainder of the Home Ranch Project south of South Coast Drive and east of Susan Street, excluding the Historic Site. g. Original Agreement Amended. In the event of any conflict between the terms of this paragraph 4 and Section G in Exhibit "F" to the Original Agreement (entitled "Fire Station"), the provisions of this paragraph 4 shall control. S. Exhibits. The Exhibits attached to this Amendment are incorporated herein by this reference. 6. Conflicts. Except as otherwise set forth herein to the contrary, all terms and provisions of the Development Agreement shall remain unamended and continue in full force and effect. This Amendment with the Development Agreement shall be construed together Third Amend to Home Ranch Dev Agreement and shall constitute one agreement. In the event of any inconsistency between this Amendment and the Development Agreement, the provisions of this Amendment shall prevail. 7. Defined Terms. All capitalized terms used herein and not defined herein shall bear the same meanings as set forth in the Development Agreement. 8. Counterparts. This Amendment may be executed in two (2) or more counterparts, each of which shall be deemed an original, but all of which shall be deemed to constitute one instrument. It shall not be necessary that all signatories execute the same counterpart(s) of this Amendment for this Amendment to become effective. [Signature Page Follows] Third Amend to Home Ranch Dev Agreement 12 IN WITNESS WHEREOF, the parties hereto have executed this Third Amendment to the Development Agreement for Home Ranch as of the date first above written. CITY Q(?,Fj COSTA MESA, Amii ' l orpo ion m Mayor of Costa Mesa ATT ty Clerk and x -officio Clerk of the City 'of Costa Mesa APP OVED AS TO FORM: I 3L46t� City Attorney, City of Costa Mesa Third Amend to Home Ranch Dev Agreement 1 5 C.J. SEGERSTROM & SONS, a California general partnership By Henry T. Segerstrom Management LLC, a California limited liability company, Manager By _jL AL - Manager IM Alternate Manager AND By HT Management o., c. a'California co . ora ' , Man er 6 ByAA Title: Senior Vice President HENRY T. SEGERSTROM PROPERTIES LLC, a California limited liability company By Henry T. Segerstrom Management LLC, a California limited liability company, Manager By L L Henry T. gerstro anager RUTH ANN MORIARTY PROPERTIES LLC, a California limited liability company By Its:r�IyrG:nGt�oef Approved as to Form. qv �nCo•�c• By Third Amend to Home Ranch Dev Agreement Exhibits A Historic Structures and Historic Site B Historic Use Restrictions C Fire Station Site Third Amend to Home Ranch Dev Agreement -115— State of California ) ss. County of Orange ) On August 11, 2010, before me, Martha Rosales, Notary Public, personally appeared Allan R. Mansoor, who proved to me on the basis of satisfactory evidence to be the persoro( whose name(s�afe-subscribed to the within instrument and acknowledged to me thatt��y executed the same in `is r-ltFie+r authorized capacity&xe , and that b is heFAheir signature* on the instrument the personks� or the entity upon behalf of which the person(,s}- acted, executed the instrument. certify under PENALTY OF PERJURY under law of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. witiil!! . 0014,,4 1 Signature of Notary Public awm01001 TRHA ops CorfussW1 s 182X?4 omp c cow. o� MY COMMISSION EXPIRES: December 13 2012 Rev. 1/08 — I b, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Orange On July 27, 2010 before me, Karen G. Perez, Notary Public, personally appeared Henry T. Segerstrom, who provided to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. L40MVKAREN 0. PEREZ Commission # 1882105 Notary Public - Mande Ono" County Comm. n Jun 14 2014 State of California ) ss County of Orange ) WI S my hand and official seal. 7,11, JAV ren G. Perez On July 27, 2010 before me, Karen G. Perez, Notary Public, personally appeared Henry T. Segerstrom, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or entity upon behalf of which the person acted, executed the instrument. 76.PE-"� W1 S y handfficial seal. KAREN REl JIM 882145 Notary Public • C&Womla _ Orange County Karen G. Perez Crernm. E hoe Jun 10 2011. OPTIONAL CAPACITY CLAIMED BY SIGNERSPartners: ❑ Limited ❑ General ® Managing Signers are representing: CJ Segerstrom & Sons by Henry T. Segerstrom Management LLC; Henry T. Segerstrom Properties LLC by Henry t. Segerstrom Management LLC DESCRIPTION OF ATTACHED DOCUMENT Title or type of document: Number of pages: (excluding loose certificates) Date of document: Signer(s) other than named above: 1- I-1 — CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Orange ) On July 27, 2010 before me, Karen G. Perez, Notary Public, personally appeared Ruth Ann Moriarty, who provided to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. KAREN G U Co"Osslon * 1882105 Notary Pub"t • Caloomla A OrmnBa County r Z:�((/ pfi Cmnm.EmWmJun10.201at y SLP Karer}/G. Perez OPTIONAL. CAPACITY CLAIMED BY SIGNERS Partners: ❑ Limited ❑ General ❑ Managing Signers are representing: Ruth Ann Moriarty Properties LLC, a California limited liability company DESCRIPTION OF ATTACHED DOCUMENT Title or type of document: Number of pages: (excluding loose certificates) Date of document: Signer(s) other than named above: CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Orange ) On July 29, 2010 before me, Karen G. Perez, Notary Public, personally appeared Sandra S. Daniels, who provided to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and. acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY Or PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. KARENZ Coemiaslon 0 1892105 Notley Public - California IO—Moranp County .. CBnfen, ®s Jun 10, 20114 WITNESS my hand and official seal. OPTIONAL CAPACITY CLAIMED BY SIGNERS Partners: ❑ Limited ❑ General ❑ Managing Signers are representing: DESCRIPTION OF ATTACHED DOCUMENT Title or type of document: Number of pages: (excluding loose certificates) Date of document: Signer(s) other than named above: I CA pmca ) SOUTH COAST DRIVE -----------a--------�--- -� I i ------------J SAN DIEGO FREEWAY (ROUTE 405) LEGEND: 1. 1'.•_'.'1 Historic Site ALC BOUNDARIES ARE APPROXIMATE M Historic Structures AND SUBJECT TO CHANGE. EXHIBIT A EXEMPT RECORDING PER GOVERNMENT CODE SECTION 6103 Recording Requested by CITY OF COSTA MESA When Recorded Mail to: CITY OF COSTA MESA ATTENTION: City Clerk P.O. BOX 1200 COSTA MESA, CALIFORNIA 92628-1200 DECLARATION OF SPECIAL LAND USE RESTRICTIONS (Segerstrom Home Ranch Historic Site) Exhibit B to Third Amendment to Development Agreement Special Land Use Restrictions Home Ranch Historic Site 4-26-10 DECLARATION OF SPECIAL LAND USE RESTRICTIONS (Segerstrom Home Ranch Historic Site) THIS DECLARATION OF SPECIAL LAND USE RESTRICTIONS ("Declaration") is executed this day of , 2010, by C.J. Segerstrom & Sons, a California general partnership ("CJS"), with reference to the following: RECITALS A. CJS together with its affiliates Henry T. Segerstrom Properties, LLC, a California limited liability company, and Ruth Ann Moriarty Properties, LLC, a California limited liability company (collectively, "Owner") are parties with the City of Costa Mesa, a municipal corporation of the State of California (the "City"), to that certain Development Agreement for Home Ranch dated as of December 3, 2001, as amended by First Amendment to the Development Agreement for Home Ranch effective October 15, 2003, Second Amendment to the Development Agreement for Home Ranch dated as of April 3, 2007, and Third Amendment to the Development Agreement for Home Ranch dated (collectively, the "Development Agreement"). The Development Agreement entitles Owner to develop certain property in Costa Mesa, California as more particularly described therein (the "Property"). B. The Development Agreement sets forth certain community benefits to be provided by Owner with respect to the Segerstrom Home, Garage, Tool Shed and Barn (collectively the "Historic Structures") located on a 1.5 acre portion of the Property (the "Historic Site"), all as more particularly shown on Exhibit A to this Declaration. Specifically, Owner has agreed to encumber the Historic Site with the specific covenants, conditions, restrictions and limitations set forth herein (collectively, the "Restrictions") to provide for the preservation of the Historic Structures for the benefit of the City for a period of 50 years. C. CJS is the current owner of the Historic Site and enters into this Declaration to encumber the Historic Site with the Restrictions as required under the Development Agreement. DECLARATION NOW, THEREFORE, in consideration of the foregoing Recitals, and for good and valuable consideration, CJS hereby declares as follows: I. Term. This Declaration and all of the terms and provisions set forth herein shall continue in full force and effect from jDate of Third Amendment to Development Agreementl until rSame Day and Month as Third Amendmentl , 2060 (the "Term"). .-22- 2. Preservation of Historic Structures. The Historic Structures shall be maintained throughout the Term in substantially the same condition as existing as of the date of this Declaration at the sole cost of the owner of the Historic Site (the "Historic Site Owner"). Notwithstanding anything to the contrary in the foregoing, the Historic Site Owner, at its sole cost, may move the Barn to any location within the Historic Site as selected by the Historic Site Owner, subject to compliance with all mitigation measures and building code and regulations then applicable to relocation of the Barn. 3. Historic Site Boundary. The boundary(s) of the Historic Site may be modified from that shown on Exhibit A by the Historic Site Owner with the approval of the City's Development Services Director, which approval shall be granted so long as (a) the Historic Site continues to include all of the Historic Structures (or will continue to include all the Historic Structures following relocation of the Barn as permitted above), (b) the Historic Site continues to include at least 1.5 acres, (c) the modification to the boundary(s) does not have a material adverse effect on the Historic Site, and (d) the modification to the boundary(s) comport with any City approved master development plan(s) for the adjoining, touching property. 4. Public Access. Commencing with the calendar year 2011 and thereafter throughout the Term, the Historic Site shalt be open to the public by the Historic Site Owner at least one day per calendar year. Access on or inside the Historic Structures is not required. 5. Relocation of Structures. Notwithstanding anything to the contrary above in this Declaration, the Historic Site Owner may apply to the City, at the sole cost of the Historic Site Owner, for a determination as to whether the Historic Structures may be relocated off the Historic Site to an alternative site which must be located in the City of Costa Mesa. Any proposal to relocate the Historic Structures must comport with all then applicable requirements which may include without limitation additional expert studies (at the Historic Site Owner's cost), public processing and new discretionary approval by the City. City is not obligated to approve any relocation. In connection with any off-site relocation proposal, an ad hoc committee appointed by the City Council will be activated and charged with reviewing the proposed relocation plan for the Historic Structures and making recommendations to the City Council. The ad hoc committee will include a representative from each of the Costa Mesa Historic Preservation Committee, Costa Mesa Historical Society, City and Historic Site Owner. All off- site relocation plans must address maintenance obligations and preservation of the Historic Structures for the remainder of the Historic Term. No alternative site for the Historic Structures has been identified at this time. The alternative site may or may not be owned by Owner. Notwithstanding anything to the contrary herein, if the Historic Structures are relocated to an alterative site as discussed in this paragraph and the alternative site is burdened by such restrictions as may be imposed by the City in connection with such relocation, then this Declaration shall automatically terminate and be of no further force or effect with respect to the Historic Site. 6. Restrictions for Benefit of City. a. Remedies. This Declaration is entered into for the exclusive benefit of the City, and in the event of any breach of the Restrictions, City at its sole option and discretion —23— may enforce any and all rights and remedies to which City may be entitled in law or equity. City alone has the right to enforce the Restrictions, and City may not assign any of its rights and powers under this Declaration. b. Right to Inspect. City or its authorized representatives may from time to time during reasonable business hours enter upon the Historic Site to ascertain compliance with the Restrictions; provided City shall give the Historic Site Owner at least five business days prior written notice of the date and time of its entrance. c. Amendments. This Declaration may be amended only in writing executed by the City and the Historic Site Owner. d. Right to Cure. The Historic Site Owner shall not be deemed in breach of the Restrictions unless and until City shall have provided the Historic Site Owner with written notice describing the breach and Historic Site Owner shall have failed to cure such breach within 30 days of receipt of such notice; provided that if the breach is not reasonably susceptible of cure within the 30 day period, then the Historic Site Owner shall have a reasonable time to cure same so long as Historic Site Owner has commenced such cure within the 30 day period and thereafter diligently prosecutes the cure to completion. e. Waiver. No waiver of any breach of any of the Restrictions shall be implied from any omission by City to take any action on account of such breach, and no express waiver shall affect a breach or default other than as specified in said waiver. f. Costs of Enforcement. If any action or proceeding shall be instituted by City to enforce any provision of this Declaration, the party prevailing in such action or proceeding shall be entitled to recover from the other party all of its costs, including without limitation court costs and reasonable attorneys' fees. 7. Covenants Run With Land. The Historic Site shall be held, conveyed, used and occupied during the Term subject to the Restrictions set forth in this Declaration. The Restrictions are for the benefit of the real property described on Exhibit B attached hereto (the "Benefitted Property") and are intended and shall be construed as covenants and conditions running with and binding the Historic Site and every part thereof during the Term. All and each of the Restrictions shall be binding upon and burden all persons having or acquiring any right, title or interest in the Historic Site, or any part thereof, for the period of their ownership during the Term, and shall inure to the benefit of the Benefitted Property and shall be enforceable by the City, all upon the terms and provisions set forth herein. The Restrictions shall cease to benefit any portion of the Benefitted Property conveyed by the City to a third party. Every person or entity who now or hereafter owns or acquires any right, title or interest in the Historic Site is and shall be conclusively deemed to have consented and agreed to every Restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such person or entity acquired an interest in the Historic Site. 8. Notices. All notices hereunder shall be in writing and shall be deemed to have been duly given if and when personally served or 48 hours after being sent by United States -2-1- certified or registered mail, return receipt requested, postage prepaid, to the applicable party at the following address: Historic Site Owner: C.J. Segerstrom & Sons 3315 Fairview Road Costa Mesa, CA 92626 Attn: Managing Partner with a copy to: C.J. Segerstrom & Sons 3315 Fairview Road Costa Mesa, CA 92626 Attn: General Counsel City: City of Costa Mesa 77 Fair Drive Post Office Box 1200 Costa Mesa, CA 92628-1200 Attn: City Manager with a copy to: City of Costa Mesa 77 Fair Drive Post Office Box 1200 Costa Mesa, CA 92628-1200 Attn: City Attorney or at such other address as Historic Site Owner or City may designate to the other in writing in accordance with the provisions of this paragraph. 9. ' Governing Law. This Declaration shall be governed by and construed under the laws of the State of California. 10. Severability. If any portion of this Declaration shall become or be held by any court of competent jurisdiction to be illegal, null or void or against public policy, for any reason, the remaining portions of this Declaration shall not be affected thereby and shall remain in force and effect to the full extent permitted by law. 11. Exhibits. The Exhibits attached to this Amendment are incorporated herein by this reference. IN WITNESS WHEREOF, CJS has executed this Declaration as of the date first above written. Exhibits A Historic Structures and Historic Site B Benefitted Property C.J. SEGERSTROM & SONS, a California general partnership By Henry T. Segerstrom Management LLC, a California limited liability company, Manager N' fM Manager Alternate Manager AND By HTS Management Co., Inc., a California corporation, Manager Title: Senior Vice President ZLO State of California COUNTY OF ORANGE On , 2010 before me, , Notary Public, personally appeared and 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 PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) , pwen z r , 1 1 SOUTH COAST DRIVE ----- ---------- 379 , , - _ _ _ _ _ - - _ _ - J SAN DIEGO FREEIYAY (ROUTE 405) LEGEND: Historic Site 'ALL BOUNDARIES ARE APPROXIMATE Historic Structures AND SUBJECT TO CHANGE. EXHIBI T A EXHIBIT B DECLARATION OF SPECIAL LAND USE RESTRICTIONS (Segerstrom Home Ranch Historic Site) BENEFITTED PROPERTY The properties described below shall constitute the "Benefitted Property" for purposes of this Declaration, provided that any such property shall cease being part of the "Benefitted Property" at such time as fee title to such property ceases to be owned by the City of Costa Mesa, a municipal corporation of the State of California. I. Legal Description of Property at 261 Monte Vista Avenue Costa Mesa, CA THE NORTHWESTERLY 165 FEET OF LOT 117 OF TRACT NO. 300 IN THE CITY OF COSTA MESA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP THEREOF RECORDED IN BOOK 14, PAGES I 1 AND 12 OF. MISCELLANEOUS MAPS, RECORDS OF SAID ORANGE COUNTY. EXCEPT THAT PORTION LYING SOUTHWESTERLY OF THE NORTHEAST LINE OF THE LAND CONVEYED TO THE CITY OF COSTA MESA BY GRANT DEED RECORDED JANUARY 7, 1976 IN BOOK 11614, PAGE 1894 OF OFFICIAL RECORDS OF SAID ORANGE COUNTY. II. Other Properties All other property owned by the City of Costa Mesa in the County of Orange, California, as of the date of recordation of this Declaration. W c i I cry 1'' SOUTH COAST DRIVE a t to-'SlAI++ON z Q (i I �. �) rarcef t ;Ji ! I I << b I I � t t t i t t I porc-i map 84-319 i ----------- SAN _SAN DIEGO FREEIYAY (ROUTE 405) j 1 'ALL BOUNDARIES ARE APPRdXINATE AND SUBJECT TO CHANGE. 1 t EXHISI T C GOVERNMENT CODE 27361.7 I CERTIFY UNDER PENALTY OF PERJURY THAT THE NOTARY SEAL ON THE DOCUMENT TO WHICH THIS STATEMENT IS ATTACHED READS AS FOLLOWS: NAME OF NOTARY: Martha Rosales DATE COMMISSION EXPIRES: December 13, 2012 COUNTY WHERE BOND IS FILE: Orange County COMMISSION NO.: 1823574 MANUFACTURERIVENDOR NO- NNA1 PLACE OF EXECUTION- County of Orange, CA. DATE: August 26, 2010 SIGNATURE: CHICAGO TITLE GOVERNMENT CODE 27361.7 I CERTIFY UNDER PENALTY OF PERJURY THAT THE NOTARY SEAL ON THE DOCUMENT TO WHICH THIS STATEMENT IS ATTACHED READS AS FOLLOWS: NAME OF NOTARY: Karen G. Perez DATE COMMISSION EXPIRES - June 10, 2014 COUNTY WHERE BOND IS FILE: ORANGE COUNTY COMMISSION NO.: 1892501 MANUFACTURERNENDOR NO: NNAl PLACE OF EXECUTION- County of Orange, CA. DATE: August 26, 2010 SIGNATURE: C-a - CHICAGO TITLE ATTACHMENT 2 city Of Costa Mesa Inter Office Memorandum TO: COLLEEN O'DONOGHUE, FINANCE DEPT. FROM: MINOO ASHABI, SENIOR PLANNER DATE: DECEMBER 20, 2010 SUBJECT: H011IIIE RANCH DEVELOPMENT AGREEMENT — HISTORIC SITE ACCOUNT The third amendment to Home Ranch Development Agreement required submittal of $260,000 within a year of approval (July 6, 2010) to establish a "Historic Reserve Account" as noted in the attached excerpt of the agreement. Attached is the check submitted in compliance with the requirements of the development agreement. Please deposit into an appropriate account and let me know if you have any questions. cc: Kimberly Brandt file - 53 THIS CHECK IS VQYa ltYliQfOU7 A CeLRE@QS & BLUE BeTiE6Eai AND Qt7LC[fGfffO@LL4YL1 ['L[iS A KN11tidQT & FQN6EItPR!{_1 _WATERWICeF[YC ON THfe BQCIt - HbLD AT AI1kiLE Tb YQEW C J SEGERSTROM & SONS BANK OF AMERICA QQj ZS'%Z4 e P.O. BOX 1440 COMMUNITY DEVELOPMENT BANK 90-4182 1500 NEWELL AVENUE., SUITE 200 COSTA MESA CA 92626-1610 WALNUT CREEK CA 94596 1211 DATE AMOUNT iz/1sr•1a #•rzso,000.00 ��y . K Y' TWO HUNDRED SIXTY THOUSAND AND 00/100 •F� � •k [=�k-K�:�kNc%k=k�k�l=%k*%k*?kik#�k�k�kJk**-kKc:k:k:1:�=-k-k%k%k�N*%k�k :lc ;k�k�:>k r'. C: Dollars TO CITY Or COSTA ME, SA void afler 6 mo' n[hs from dale of issue k +� THE a ORDER PO BOX 1200 &! OF COSTA MESA CA 92628-1200 L -__..,....---._... o i- at _ ures equirei For Checks More Than $5,000 I'm 00LI57?4110 1:L 2 1 14 16 2 21: 7 3 13 313101065no C 7 SECTERSTROM & SONS BANK OF AMERICA STUB CHECK NO: 00115724 I of I DATE: 12/16/10 _ INVOICE. NUMBER I DATE PAYMENT ADVICE VOUCHER # AMOUNT 121510 1 1P115110 HISTORIC SITE 00793646 264,000.00 31299 CITY OF COSTA MESA REORDER GG3 - U5, PATENT N0. 5536290, 567550G. S6Vt 1e3, 5166350. 59WG=, 6030G60 lY t� Y4�,"ttr' rf y 011, xl� a TS >4 a i 0 5 r CITY OF COSTA MESA, CALIFORNIA DATE, MISCELLANEOUS RECEIPT NO. 1 RECEIVED FROM: AMOUNT $ ❑ CASH $ i Zry4 CHECK J j' CK. NO. u o I l 7 Z BANK Bio -�lS3L )Z-1L•-ra DATE ❑ DESCRIPTION: SPECIAL DEPOSIT/EARLY 'i ❑ DIRECT DEPOSIT/WIRE Gc� �. ❑ CREDIT CARD FUND AND ACCOUNT DISTRIBUTION FUND NAME _ ACCOUNTING DIST. AMOUNT ACCOUNT NO. GRAND TOTAL L, ' �,o,?• ,p 0750-22 (rev. 1199) P White - Flnarw Canary - Customer -- 5 tom" — BY NOT GOOD UNLESS VALIDATED BELOW 9 ATTACHMENT GENERAL NOTES BASIC PROJECT INFO SHEET INDEX >�a� OO .F I P AR RAL I. ALL DIMENSION! TAKE PRKEDECE OVER SCALED DRAWINGS. 2. VERIFY (E) YKKE DETECTOR! AT ALL EasM memRooY'J. PROVIDE CATTERY PRJERED •S-A'KE DETICTOR! AT (E) GmRO "1!, 1 NARDN/RE NITH BATTERY BACK-UP AT (Al,) CEDROO-IrS) f NAL.VS). PROJECT TITLE: PROJECT ADDRESS: DESCRunON: SEGERSramM NOISE 3715 FAIRNEN ROAD COSTA MESA, CA. 42624 FOUNDATION RETROP TO EXBT/NG rplo-!TORT RESIDENCE, REPIPING NHERE ACCESSIBLE, AND LL P i I ...... g !D E x n r- Al.l T11LB SST. PROJECT DATA. MET DDDR. SRR SOYWRT, VICJNIIT YIP. CO k ABBRRYGnONR AI.2 9178 PIAN A1.3 C/IJPORNIA GREEN BUDDING STANDARDS 3. C4M7TMUCrAON kCURS ARE FROM 7.07 AM LNTIL S.ro PM MONDAY N 88'42'44"W 40.00' MISCELLANEOUS MAINrENEK.E WORK. NEN FIRE All FIRST FLOOR PLAN ! EXISTING SCOPE OP WORK TAPOLAGN SATURDAAY. NO NORK 15 TO OCCUR ON SUNDAY OR HCV./DA TS. 1. ALL 4/000 ON THlS PROTECT IS 70 BE P[RFORI'fED AND CU"1PLETED IN CONFORMITY NmN THE MOST RELENT EDITIONS O' THE COSTA MESA MJNIC/PAL CODE CAUPORN/A SU LDING, PLUMBING, MEdNN/CAL, AND EJ.ECTR/GAL CODES. ALL Al RW IS SUBJECT TO FIELD INSPECTION, ANY APPROVALS TWT APPEAR TO AUTAOR/ZElz NON-CONFORlIT'Y Nlril ?WE ADOPTED STANDARD! ARE NOT VALID. C.B.C. SECTION /QA, /0{.1.3 SOUTH COAST DRIVE N 85'33'51" W 200.30' N 88'42'44" W 375.00' A.P.N. �� CLIENT: DffiIGNBR: SPRINKLER SYSTEM UDDER SEPERATE PERMIT 110 -WI -el PARCEL I CJ. SaGERSTROM f SONS WR7. POO ACONIN, INC. 107 W. FwTHILL CLOD. cL.ARE'O'VIr, CALIFORNIA Afnl (9A) AT -6246 z � a! ` 3 a � 0 C J of Q O = m 'o A3.2 SECOND FLOOR PIAN ! NEW SCOPE OF WORK A3.3 ROOF PIAN A3.4 ACCESSORY STRUCTURE FLOOR PLANS A4.1 ETI'EEIOR EIlYAnoN3 ".2 E nmuoR ELEVATIONS Q CONTRACTOR'! LKENIE A 65 F7K1lECT ARON/TKT. ALAN dKO01AN A4.3 GARAGE EXTERIOR ELEVATIONS m ID "t LU O W NN (V j. . Z '� ljgh_. j !92 Fi o�[[[[.aC pp iF EEy Q Y± t jx3�jr ��I C�l Lt3Cy ZONING k AGENCY INFORYATTON A4.4 WORKSHOP UTERIOR EMATIONS CITY/COUNTY: CWTA MESA/ ORANGE COLNrY �ZONING: PLC - PLANNED DEVELOPMENT CC 9MERCUIL ECW. DISTRICT: WITHIN AORTN COSTA MESA SPEC/FIC PLAN A4.5 RESIDENCE SECTIONS A5.1 IlrrKlUOR ELEVATIONS A6.1 DrrAIIE A9 r-------.% F 3n Cl Z El ❑ THIS PROJECTa� 1 1 `-------� Ino N F yy R S7�' :i -x L PROPERTY INFORMATIONS STRUCTURAL YEAR BUILT: Mu SI.O FOUNDATION PLAN O W ELECT. PANEL 5126: 100 AMP lit S2.0 DRAHS masnt4 BILLINGS I I ' ^ SEWER TYPE PUBLIC scmcxs: ABUTTING ALL PUBLIC RAGJTS OF NAY - m Q LOA' AEEA: TS OGRES - O `TI � N _ z SPRINKLERS: YES (SEPARATE PERMIT) N 88'42'38"W 615.33' a P1.(DT Y> 1-A- l•.IDy-O• ABBREVIATIONS CODE INFORMATION HOME INFORMATION / OF STORIES: 1 ABV ABOVE AC AIR COND/T/ON/NO N-0. NO3E DBB N.C. N0.LOw CORE ! f P 1. A.O. INE) AND PCIS SUPPLY A/R GRILLE V VAR. VENT VAR/99 APPLICABLE WDE5: BASEMENT: SPED: No ro (IEPARArE PEwDr) ADI. AD.A/STABLE ALT. AL r9RNA TE AMP AMPERES BD. Q'MRD L CENTER LINE NDN. HEADER NGT W.. NE/OHT INSUL. INSULATION INT MTERIOR JlT. .KYSTSHrG. SOWED. S.C. l.D. l.H. SCHEDULE SOLID CORE SPCKE DETECTOR SMG.E HUNG SHEATHING MEN. VBNT. VERT. VOL. VTR VENEER VENT/LATIO`I VERTICAL VOLUME VENT TUROLC44 ROOD THE PROJECT PNET GOTIPLr W17H INE POLLOW/hG LODGE, 2713 CALIFORNIA RESIDENTIAL CODE p/3 UDI. VRN/A MEGLANICAL CODE TYPE Dl ROOF: AGE OF ROOF. ROOF FRAMING: EDIT. WALL FDDSH: LT SHINGLE 1 (T 17 2 0 (TO BE REPLACED) LONVENNT/ONAL AOOO SID/NG CAB. CABINET OR CABINETRY LAM. LAMINATEDSNR. S1 KiIER V.T.N. VENT 7WRO.GH WALL 2713 OALIPORN/A M.U'B/NG CODE IR. WALL FINISH: PLASTER OM CUBIC FEET PER MINUTE C.J. LEL/NG AO/ST CLO CEL/NG OPr CARPET c. T. CERAMIC CN COLD WATCR D. DRYER. DaL Dryw. DIA./I DIAMETERNd.SO. DIM DIMENSION INSP. DISPOSAL OF. DEEP OR DOOR DS. OpNNIPO/T DTL. DETAIL ON DIS•EMAS4MR EA. EACH (E) EOSnNG ELEV ELEVATION ELECT. ELECTRICAL E.P. ELECTRICAL PANEL Ei. EONAL EMI. DONAUST Eli T. EXTERIOR`T F. FLYED FAU POKED A/R UNIT FIN. FINISH FLA. FLOOR FL PLUSN FLUOR. PLUORESCENT FPEET Plot MINUTERM. PRMG P PR DR PREKN DOOR FT. fOT7r PT.. ITfAG � F.H. PULL HEIGHT w.GAGE GALV. GALVANIZEDUR. O.D. GARBA(E DISPOSAL 6.F1. awwD-FAULT CIRCUIT INTERRUPTER GL. GLASS OR GUZ/NG GTP GTPSUM G.B. GYPSUM BOARD LAV LAVATORY MC MEDICINE CABINET IAPR MANUFACTURER MIN. MINIMUM TMPD. PR7UNTID MTL METAL Nov!O. N.I.G. NOf /N CONTRACT N.T.S. NOT TO SCALE OV OVER O.C. ON CENTER opw OPENING O.S.A. ONTSIDE AIR P PROPERTY LINE P.B. PUSN BUTTON PN. ^mE PLT. PLATE PLrwD PLYWCVD PR. PAIR PT D. F. PRESSURE TREATED DOUGLAS F/R R RISER RAD. RADIUS R.A.G. RETURN AIR GRILLE REF REFRIGERATOR REF. REFERENCE RE'S RE -SAWN REVERSE RAwD RONRED Roo" 'm '�'GH R.O ROLCN OPE'I/DOG RDND. REDDMOOD ENT. SIM !L. SPA:. SPED. SPR. . PT 3.3TL Sr STD. Sn. 3TOR. eTR.CT. lrN. Sri. lr3. v. Two TRO T.Q T.C. TEL. TEMP. TEXT. PHK. THRESH. TP TRANS. TRO. TVTELENS/UV TYP. UNFIN, U.N.O. SHEET SIMILAR SLIDING SMWIFI SPEC/FIUJION SPR/MCLCR SQUARE SQUARE FLIT'/FEET STA/NLESS STEEL STREET 'TANOARD STEEL STORAGE ITRLGTURAL IrmruET/G !YlrE'I SHEET VINYL TOP AND BOTTOM rVW5UE AND GROOVE TONE. BAR TOT OF CURNrOP or CONCRETE TELEPAAaNE TEMPERED TEXTURE nIKX/nI.CKNE49 THREDNgLD TOLET PAPER TRANSOM TREAD TYPICAL UWfN/SHED UNLESS NOTED OT NER.1 URINAL N. WASHER w N/nI NAD N/TROUT HARD. NARDRGCL KC NATER CLOSET NO. SOLD OR WIDTH WIND GDI mI!. WRO.T /RCN KI.G NALK-IN CLOSET KP. WEATHERPROOF KI! WATER RESISTANT NRCF. IVAINSCOr NT. NEIGNr 'AIDE ABBREV/AT/OY7. UAC. UNIFORM BUILDING CODE Y.F.C. UN/FORH FIRE CODE U.M.C. UNI FUW MECHANICAL GORE U.PC. UNIFORM PLUMB/NG CODE NE.C. NATIONAL ELECTRICAL CODE LCAO. INTERNATIONAL CONFERENCE Or BUILDING OFFICIALS tc.c. INTERNAr10NAL CODE COUNCIL .'1013 CA ELECTRICAL CODE 2713 CALIFORNIA ENERGY CODE 2713 CALIFORNIA GREEN BUILDING CODE SIT. PNT. COND.: FAIR FOUNDATION TYPE: RA/SED HVAC: NONE TYPE OF APDL• ELECTRIC E_ W W x V [ � �4 Q w O �L19$ ^ t P�yy W i < Wy�, CONSULTANTS ARCHITECTURAL SYMBOLS VICINITY MAP STRUCTURAL ENGINEER DAVID BECK4/ITH AND ASWV1A7tl, INC. /11N PO'f" ROAD, STE IUD DONNA, U 4.'1737 fAX (�) M BUILDING SECTION A SLOTIOI /NDKATLR f SNE£T NUMBER DETAIL REFERENCE • DETAIL NUPBER Ap SHEET AE.T1BElR OFFSET REFERENCE •' DIFFERENTIAL IN Fl.O'R LEVEL. OR F/NIS4 SURFACE REV1510N REFERENC E �REY/SKN NUPBER R REFER TO TITLE SHEET NTERIOR ELEV. REFERENCE R Bf-INT r EV VIER SHE C ROOF SLOPE REFERENCE j m _' )` y - swSlmOawer Ave wr W SunlbwF Ave off- �. v Dy_A•." b , - y SPIN Cnwt a °C �"`a Aw mR�Jn(YV AF.A 9 Nr1AAGr way 1��•„/ /•1 R'�'q'u'. VaAMS Or 3315 FEIrvlew Rd. ,� T.Aa.r 0• (pRy Mem, G 93626 CD+u tr Cy�M n '' Mr[.1 ecmu Ager �EODrierry R CO1r°"� 4 p fep.yl i i y < ow- Ctryrry^s 5t S 5 7 APR 2017 A1.1 TITLE SHEET I faJ payswr ,\\ feJ • u\ I I I lel o�eu+es CI-) O fU ANYACID O° OW nem k� o �.� fU aY Rui. (a) ♦ o Ccl o l4 0 el o faJ �yy C,� OaJ vKtaaw EXISTING SITE PLAN 7 1PR Y017 o A1.2 -- - e o fq (a) / e La) o SLIDW4 "Tr es; nut I GARAGE I k WASH ROOM II --�-- -- --� .r' i ------ -- (aJ I rE% I - - RESIDENCE 0 i� (aJ O faJ • I ,\\ feJ • u\ I I I lel o�eu+es CI-) O fU ANYACID O° OW nem k� o �.� fU aY Rui. (a) ♦ o Ccl o l4 0 el o faJ �yy C,� OaJ vKtaaw EXISTING SITE PLAN 7 1PR Y017 o A1.2 GREEN BULIDING CODE NOTES - RESIDENTIAL BUILDINGS PLANNING 1 DE3I-N I. FIS! NEM/ WCLLINGS AND raWMIWSB, PROVIDE A MINIMUM I -INCH DIAMETER LISTED RACEYAY THAT CAN ACCpTKDATE A DEDICATED .174240 VOLT BRANCH CIRCUIT FOR EACH DWELLINi LIMIT. SIPFKIENr CLT/LYKTOR BZING AND SERVICE CAPACITY TO INSTALL LEVEL 7 EVSE SMALL BE PROVIDED. A LABEL STATING 'EV CAPABLE' SMALL BE POSTED /N A CGNSPICU" PLACE AT TRE SERVICE PANE. OR SUDPANAL AND THE EVE CHARGING SPACE (4.X9.1.1) Z CV SPACES W/T741N TRE CZrrZN PARKING AREA SRV/NG R-LLCUPAAGIES, SMALL NAVE LABELS P STID STATING W CAPABLE'AT BOTH TME EV C7ARG/NG SPACE AND AT A CONSPICUOUS MACE AT THE SERVICE PANEL OR 91.SPANEL TAB ELECTRICAL STSTOM SMALL NAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY OWRG£ ALL D£SKNAT9V EV SPACES AT RILL RATED AMPS LGE BASED ON LEVEL 1 EASE. A SEPARATE E1R7RACAL PERMIT 13 REQUIRED. (406.11) 3. IWC REQUIRED RARDSCAPC USED TO REDUCE NEAT ISLAND EFFECTS SMALL NAVE A SOAR REFLECTANCE VALUE OF AT LEAST 0.30 AS DETERMINED PER ASTM EMS OR ASM 054-1 (4.hX.7) WATER EFFICIENCY 4. 7WE FLOW RATES FOR ALL MuMENAG RX7uRp SHALL cOMPLr N/rw TWE M x/m M PLW RArES /N 9E7-TXN 4.3415.1. (4-9091) S. M fw A SIfOWR 15 SERVED BY MORE OMAN ONE SMKWM&FAD, TIE COMBINED FLOW RATS OF ALL rME 3MOVEWMADS CONTROLLED BY A SINGLE VALVE -J U MGT £XC£LD 2.0 GALLLN9 PER MINUTE AT WPM, OR TWE Skomm SMALL BE DESIGNED TO ONLY ALIEN ONE SMKWERHEAD TO W /N OPERATIC/ AT A TIME. (4S0S.IJ1l S. INSTALLED AU7r"T7C /RR/GAT/ON SYSTETf 91ULL BE WEATHER -OR 9aL-BASED CONTROLLERS. (4301.1) 7. FCR PROJECTS TAT INCLUDE LANDSCAPE WORK, TWE LANDSCAPE CRTIF/CATIGN SMALL W COMPLETED PRIOR 777 RNA/. INSPECTION APPROVAL. (STAT£ ASSE'BLr BILL NO. IM) MA TER CONSERVATION 4 RESOURCE EFFICIENCY 6. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTNR OPENINGS IN TME BUILDING S ENVELOPE AT EXTERIOR WAI.I'J SMALL BE PROTECTED AGA/NST TWE PASSAGE OF RODENTS By CLOSING SLOW OPEJINW' NITW CEM£NT MORTAR, COVOIETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SMALL BE PROT&= /N ACCORDANCE N/TW SECTION 313.0 OF TWE LLS ANGELES PLUMB/NG CODE (4.41 1.) q. MATERIAL! DELIVERED TO TWE CONSTRUCTION SITE SMALL BE PROTECTED FROM RAIN OR O/NER SOURCES OF MOISTURE. ONLY A) l0. ON_Y A OB B 403 ANGELES CERTIFIED MAULER WILL BE USED FCR MAULING LFT A MI IC , WASTE s LISTED It. FOR ALL NW 1, SMAUw7, AN OPERATIONT DAND ACED IN MANUAL /AT TWE G, ATA FINALES, TIE ITEM LISTED M SECT/LN 4110.1, 21LIJ.L SE COMPLETED AND PLACID /N THE BUILDING AT THE TIME OF FINAL /NSP'EC7KN. (4 410 ENNRO WrAL aUALITY 12. ALL NAY GAS FIREPLACES MUST W DIRECT -VENT SEALED COMBUST/W TYPE N O BURNING FIREPLACES ARE PROWIBTED PR AQMO RULE 445 (4.305.1, A04D RULE 449) 13. ALL DUCT AND 07WER RELATED AIR DISTRIBUr/ON COMPONENT OPENINGS SMALL BE COVERED WITH TAPE, PLASTIC, OR SLEET METAL UNTIL TME FINAL STARTUP OF THE NEATING, LOA'./AG AND VENTILATING EQUIPMENT. (450/./) 14. AR0/17EC7U AL PAINTS AND COAT/AG.'l, ADLTSIV S, CAULKS AND SEALANTS MALL COMPLY WI7N 1Wf VOLATILE' ORGANIC COMPOUND (KIC) LIMITS LISYED IN TABLES 4501.1-1.501.3. (4Y4.23 -4.524.7.3J IS. TME 121: OOVTOM VERIFICATION CNECXLIST SHALL W COMPLETED AND VRIFIED PRIOR TO FINAL INSPECT/D/ APPROVAL. TME MANUFACTURERS SPECIFICATIONS SMKNING, VOX COTENr FOR ALL APPLICABLE PRODUCTS -MALL BE READILY AVAILABLE AT TWE -98 SITE AND BE PROVIDED TO TME FIELD INSPECTOR FOR VER/FIUATKSV. (4.501.21) N. ALL NEW CRPET INSTALLED IN TUE BUILDING INTERIOR SHALL MCCT THC TESTING AND PRODUCT RELU/RAMENTS OF ONE OF TRE FOLLOWING: I6A. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM I6. B. CALIFORNIA DEPARTMENT OF PUBLIC NEALTWS SPECIFICATION 01360 I6.C. MLSf/ANB 140 AT TWE GOOD LEVEL IC.D. MOMENT/FIC CERTIF/GT/LNS SYSTEM INDOOR ADVANTAGE.. GOLD (45043) IT ALL NAY CARPET CUSHION INSTALLED IN TWE BUILDING INTERIOR MALL MEET TIE REQUREMENT9 OF TME CARPET AND RIA^ INSTITUTE GREEN LASEL PROGRAM. (1.501.3.1) N. SOX OF TRE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF 711E FOLLOYIGU I6A. A. VOC OMISSION LIMITS DEFINED IN THE CHP! 4IC4 PERNCRMANCE PRODUCTS DA TABA9E 16.5. PRODUCTS COMPLIANT WITH THE CNP! CRITERIA CERTIFIED UNDER TME GRE270RARD CHILDREN* SCACOL9 PROGRAM ISG. CERTIPICArION UNDER 774E RESILIENT FLOOR COVERING INSTITUTE (FICC) RZORSOOR£ PROGRAM I6.D. MEET TWE CALIFORNIA DEPARMENT OF PUBLIC NEALTWS SPECIFICATION 33W (4.5044) lq. NEW MARWOOD PLYWOOD, PARTICLE BIARD, AND MEDIUM DENSITY FIBERBOARD C04POWTE MELD PRCOLCT3 USED IN TME INTER/LR OR EXTERIOR OF THE BUILDING SHALL MEET TWE FORMALDOMM LIMITS LISTED IN TABLE 1.54.5. (434.5) 70.7WE FOUTAL064YPE E71I5BONS VR/FICAT/OI CHECKLIST SMALL BE COMPLETAJ PRIOR TO MMU. INSPECTION APPROVAL. TME MANUFACTURERS SPECIFICATIONS SMKNING FORMALDEHYDE CONTENT FOR ALL APPLICABLE NOW PRODUCTS 9MALL BE READILY AVAILABLE AT THE JCO SITE AND BE PROVIDED TO TME FIELD INSPECTOR FCR VERIFICATION. (1.504.5) 21. A 4-MC4 THICK BASE OF z INCH OR LARGER CLEAN AGGRE1-4TE SMALL BE PROVIDED FOR PROPOSED SLAB ON GRADE CONSTRUCTING (45061./) 21. A VAPl^R BARRIER SMALL BE PROVIDED 1N DIRECT CONTACT W/7H CON0WrE POR PROPOSED SLAS ON GRADE CLNSTRUCTILN. (45051.1) 23. BUILDING MATERIALS W/TR VIS/BLE 54" OF WATER DAMAGE SHALL NOT BE INSTALLED. HALL AND FLOUR FRAMING SMALL NOT BE RLN n UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY TWE BUILDING INSPECTOR. (1.50x.3) 24. NENLY INSTALLED BATRROCM EX94U9r FANS SMALL BE ENERGY STAR COMPL/ANr AND BE DIKTED TO TERMINATE TO TWE OUTSIDE OF TWE dI/LOIAG. PROVIDE TWE MANUFACTURERS CUT SHEET POR VRMFICAYA N. (4.506.1) a. NENLr INSTALLED BATHROOM EXHAUST PANS, NOT FIMKTKNM4 A3 A =1PP:NENr OF A KWX£ WUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A WMIDISrAT MWICH !MALL W READILY ACCESSIBLE. (4.SW.1l ?f. THE NEI TING AND AIR-CONDITIONING SYSTEMS SMALL BE SIZED AND DESIGNED (USING ANSUACCA MAMH J -2L4, ANSI/ACCA 2q-D-20OT OR ASURAE NANO1900 S AND NAVE THEIR EQUIPMENT SELECTED /N ACCORDANCE Wl7N ANSVACC 36-5 MANUAL 5-200/. (4.5077) STORM WATER POLLUTION CONTROL STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES MINIMUM WATER QUALITY PROTECTION REWIREMENTS FOR ALL O"TiRUGT1ON PROJECTS CONSTRUCTION MEANS CONSTRLCT/AG, CLEARING, GRADIArr, OR ENCAVATXN THAT RESULT /At MOL DISTURBANCE. CONSTRUCTION INCLUDES STRUCTURE rEARDOSN (DEMOLITIQNJ. IT DOES NOT INCLUDE ROUTINE MAINTENANCE TO MAINTAIN ORIGINAL LINE AND GRADE, HYORAUL/C OPACITY OR CRIGNAL PURPOSE OF FACILIT ;n EMERGENCY COOTR1K7KN ACTIVITIES REQUIRED TO IMMEDIATELY PROTECT RUBE/C MEALTI AND BAFETT,INTERIOR REMMO.ING W/7M NO OUTSIDE A(POB/RE OF CONSTRUCTION MATERIAL OR CONSTRUCTION WASTE TO STORM WATER; MSOIAN/CAL PERMIT ACRIC OR SIGN PERMIT Now. (ORDER NO. 01-IS2, WOES PERMIT NO. CSQ04001-PART 9, DEFINIYA"; 1. ERODED SEDIMENTS AND POLLUTANTS SMALL BE RETAINED ON SITE AND SHALL NOT BE TRAN9/GRTID FROM TME SITE VIA 30,W7 FLO 4 SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND. 2. STCL'KPILES OF EARTH AND OMR CONSTRUCTION -RELATED MATERIALS SNALL BE COVERED AND/OR PROTECTED F7R71 BEING TRANSPORTED FROM THE 917E BY WIND OR WATER. J. FUELS, O'L9, SOLVENTS AND OTHER TDOC MATERIALS MUST BE STORED IN ACCORDANCE WI7N 7WEIR L/877W AND SMALL NOT CONTAMINATE 7)LE SOL NOR TUE SURFACE WATERS. ALL APPROVED TOOL 9TCRAGE CONTAINERS ARE TO BE PROTECTED FROM TME WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY AND SMALL NOT BE WASHED INTO TUE DRAINAGE SYSTEM. 4. NON STORM WATER RUNOFF FROM EQ/IRMENT AND VEHICLE W WG AND ANY OTHER ACTIVITY SMALL BE CONTAINED ON 714E PROJECT SITE. 5. EXCESS OR HASTE CONCRETE MAY NOT BE --WED INTO TWE R 13L/C WAY OR ANY DRAINAGE SYSTEM. PROVISIONS SMALL BE MADE TO RETAIN CCACRETE MS7E ON-91TE UNTIL IT CAN BE APPROPRIATELY OIW42SW aF OR RECYCLED. C. rRASW AND CCN9TRLCTICN-RELATED SOLID WASTES MIDST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF STORM WATER AND 0SPERSAL BY WIND. 7. SEDIMENTS AND OTWER MATERIALS SMALL NOT W TRACKED PROM TWE SITE Br VW4 P TRAFFIC. TME CONSTRLCTIOV ENTRANCE RGADWArS MUSTER STABILIZED 50 AS TO (MIST SWIMM475 FROM BEAD DEPOSITED INTO TWE 9TREEr?LB.K WAYS. ACCIDENTAL DEPOBTA" PIU9T BE 9WAr UP IMMEDIATE.r AND MAY NOT R WASRED DOW BY RAIN OR BY ANY 07WER MEANS. 0. RETENTION BASINS OF SUFFICIENT SIZE SMALL BE PROVIDED TO RETAIN STORM NATER RUNOFF ON-SITE AND SMALL BE PROPERLY LOCATED TO COLLECT ALL TRIBUTARY BTG RUNTF. q. WHERE RE7ENTKN OF STORM NATER RUNOFF ON-SITE 19 NOT FEASIBLE DUE TO SITE CONSTRAINTS, RUNOFF MAY BE CONVEYED TO T74E STREET AND TIE STORM DRAIN SYSTEM PROVIDED THAT AN APPROVED FILTERING SYSTEM 15 INSTALLED AND MAINTAINED M -SM DURING TWE CONSTRUCTION DURATION. MAXIMUM FIXTURE FLOW RATES MANDATORY REQUIREMENTS CHECKLIST PLOY RATE /TOM 9W., REQ/IRDMENT COMMENTS LAVATORY FAI.CEr9 (RESIDONTAL) PLANNING AND DESIGN LAVATORY PALCETS (NACU-RO/DENTIAL) I 40IJ STORM K47M ORAOMGE AND RE7mI7lm DURING CONSTRUCTION 1.4 GERM 160 pap t "" GRADMG AND PAVING WA S 4N9.1 6.C/RK VE/KLt (N) c7[ARQIIVG NW CM71RIK7KN Cir O.e 4 4K9.7 REDIACTCN LF NEAr ISLAND pPCT POR NASCOF ARE" WA si0acr EPFKaOC7' CAVORTS CURW6 COM-OUDS • 4M.6 SPACE MR PVTVRC SOAR SYSrA" New CQN1rrW CMM ONLY IWTALLATI N WA WATER ETAMPICY C CONSERVATION AS i 43A.1 RANTER CCISERVMG PLUMBING PUORNRS AND FIT7ING9 PAW PWISMMG =4TWq 7 4105.IJ. MULTIPLE SNCWRHEADS SERVING QVE UL t SUMMER 350 • 4JOLl IRRIGATION CONTROLLERS Paul-MILAW CO PRAM" q 4)4.1.1 IRRNiATION DESIGN WA M ?AWL WMARVArM I RESOURCE A-F=&Cr 457 p 4AAE5./ RavET PRLCFING LCA/ SOJLSS [DATINGS 11 4Aa7J /gABwNG DETAILS WA Q 44Ds4 MATRAL PROTCTIGN WA E 4.URK/ COW7RUCf/C/ WASTE REDUC71aN ER Ar Lwr 6C3 20 M 440./ OMRArAW AND MAINTENANCE M&AIAL PRIMERS, SEALERS, 1 UVDERCAATERS NO AL GLALrrr a0 R 15=1 PRMACJS AND 11 0CS70M ROOF C04rm" N 4501/ CIOVERMG Q Durr OPENINGS AND PROTECTION A MCAMNAMAL ERUPMa1T CMM: CRtl7RUCTAW 2§0 A 45042 MMMW MATRLL,POLLUTANTPLUTANr Q7VTlO. CLEAR E 460121-ADNENVIl SEALANT GLLKS a0 P41504.11 -MINTS AID CailrN G STASIS So 46011.3O. -AEROSRANTS AND CMrew 410 E 4EW24 -VA PICATIN TbAPPIC PIAMUNG O24710iG5 W 4.SWJ GIDTr SYSTEMS 490 a A6 K&I CARPET GUE/tlN kA= =4rIGS 74 454.4 R=Wff4T PLO RING SrS7m'I6 350 as 464.5 co-w5/TE /Mono PRODUCTS GRAMS OF VYX PER L/TR OF 001417N4 INCLUDING WRYER 1 EXEMFr C4rrCL* S a 4.50621 C:APLLARY FREAK T 4505) MCWTURE COTEIT OF BUILDING MATENALS a 46MI NATA OO" W"USr PANS 29 45071 MATING AND AIR -00,4 1o" SYSTEM D994N WA GREEN BULIDING CODE NOTES - RESIDENTIAL BUILDINGS PLANNING 1 DE3I-N I. FIS! NEM/ WCLLINGS AND raWMIWSB, PROVIDE A MINIMUM I -INCH DIAMETER LISTED RACEYAY THAT CAN ACCpTKDATE A DEDICATED .174240 VOLT BRANCH CIRCUIT FOR EACH DWELLINi LIMIT. SIPFKIENr CLT/LYKTOR BZING AND SERVICE CAPACITY TO INSTALL LEVEL 7 EVSE SMALL BE PROVIDED. A LABEL STATING 'EV CAPABLE' SMALL BE POSTED /N A CGNSPICU" PLACE AT TRE SERVICE PANE. OR SUDPANAL AND THE EVE CHARGING SPACE (4.X9.1.1) Z CV SPACES W/T741N TRE CZrrZN PARKING AREA SRV/NG R-LLCUPAAGIES, SMALL NAVE LABELS P STID STATING W CAPABLE'AT BOTH TME EV C7ARG/NG SPACE AND AT A CONSPICUOUS MACE AT THE SERVICE PANEL OR 91.SPANEL TAB ELECTRICAL STSTOM SMALL NAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY OWRG£ ALL D£SKNAT9V EV SPACES AT RILL RATED AMPS LGE BASED ON LEVEL 1 EASE. A SEPARATE E1R7RACAL PERMIT 13 REQUIRED. (406.11) 3. IWC REQUIRED RARDSCAPC USED TO REDUCE NEAT ISLAND EFFECTS SMALL NAVE A SOAR REFLECTANCE VALUE OF AT LEAST 0.30 AS DETERMINED PER ASTM EMS OR ASM 054-1 (4.hX.7) WATER EFFICIENCY 4. 7WE FLOW RATES FOR ALL MuMENAG RX7uRp SHALL cOMPLr N/rw TWE M x/m M PLW RArES /N 9E7-TXN 4.3415.1. (4-9091) S. M fw A SIfOWR 15 SERVED BY MORE OMAN ONE SMKWM&FAD, TIE COMBINED FLOW RATS OF ALL rME 3MOVEWMADS CONTROLLED BY A SINGLE VALVE -J U MGT £XC£LD 2.0 GALLLN9 PER MINUTE AT WPM, OR TWE Skomm SMALL BE DESIGNED TO ONLY ALIEN ONE SMKWERHEAD TO W /N OPERATIC/ AT A TIME. (4S0S.IJ1l S. INSTALLED AU7r"T7C /RR/GAT/ON SYSTETf 91ULL BE WEATHER -OR 9aL-BASED CONTROLLERS. (4301.1) 7. FCR PROJECTS TAT INCLUDE LANDSCAPE WORK, TWE LANDSCAPE CRTIF/CATIGN SMALL W COMPLETED PRIOR 777 RNA/. INSPECTION APPROVAL. (STAT£ ASSE'BLr BILL NO. IM) MA TER CONSERVATION 4 RESOURCE EFFICIENCY 6. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTNR OPENINGS IN TME BUILDING S ENVELOPE AT EXTERIOR WAI.I'J SMALL BE PROTECTED AGA/NST TWE PASSAGE OF RODENTS By CLOSING SLOW OPEJINW' NITW CEM£NT MORTAR, COVOIETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SMALL BE PROT&= /N ACCORDANCE N/TW SECTION 313.0 OF TWE LLS ANGELES PLUMB/NG CODE (4.41 1.) q. MATERIAL! DELIVERED TO TWE CONSTRUCTION SITE SMALL BE PROTECTED FROM RAIN OR O/NER SOURCES OF MOISTURE. ONLY A) l0. ON_Y A OB B 403 ANGELES CERTIFIED MAULER WILL BE USED FCR MAULING LFT A MI IC , WASTE s LISTED It. FOR ALL NW 1, SMAUw7, AN OPERATIONT DAND ACED IN MANUAL /AT TWE G, ATA FINALES, TIE ITEM LISTED M SECT/LN 4110.1, 21LIJ.L SE COMPLETED AND PLACID /N THE BUILDING AT THE TIME OF FINAL /NSP'EC7KN. (4 410 ENNRO WrAL aUALITY 12. ALL NAY GAS FIREPLACES MUST W DIRECT -VENT SEALED COMBUST/W TYPE N O BURNING FIREPLACES ARE PROWIBTED PR AQMO RULE 445 (4.305.1, A04D RULE 449) 13. ALL DUCT AND 07WER RELATED AIR DISTRIBUr/ON COMPONENT OPENINGS SMALL BE COVERED WITH TAPE, PLASTIC, OR SLEET METAL UNTIL TME FINAL STARTUP OF THE NEATING, LOA'./AG AND VENTILATING EQUIPMENT. (450/./) 14. AR0/17EC7U AL PAINTS AND COAT/AG.'l, ADLTSIV S, CAULKS AND SEALANTS MALL COMPLY WI7N 1Wf VOLATILE' ORGANIC COMPOUND (KIC) LIMITS LISYED IN TABLES 4501.1-1.501.3. (4Y4.23 -4.524.7.3J IS. TME 121: OOVTOM VERIFICATION CNECXLIST SHALL W COMPLETED AND VRIFIED PRIOR TO FINAL INSPECT/D/ APPROVAL. TME MANUFACTURERS SPECIFICATIONS SMKNING, VOX COTENr FOR ALL APPLICABLE PRODUCTS -MALL BE READILY AVAILABLE AT TWE -98 SITE AND BE PROVIDED TO TME FIELD INSPECTOR FOR VER/FIUATKSV. (4.501.21) N. ALL NEW CRPET INSTALLED IN TUE BUILDING INTERIOR SHALL MCCT THC TESTING AND PRODUCT RELU/RAMENTS OF ONE OF TRE FOLLOWING: I6A. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM I6. B. CALIFORNIA DEPARTMENT OF PUBLIC NEALTWS SPECIFICATION 01360 I6.C. MLSf/ANB 140 AT TWE GOOD LEVEL IC.D. MOMENT/FIC CERTIF/GT/LNS SYSTEM INDOOR ADVANTAGE.. GOLD (45043) IT ALL NAY CARPET CUSHION INSTALLED IN TWE BUILDING INTERIOR MALL MEET TIE REQUREMENT9 OF TME CARPET AND RIA^ INSTITUTE GREEN LASEL PROGRAM. (1.501.3.1) N. SOX OF TRE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF 711E FOLLOYIGU I6A. A. VOC OMISSION LIMITS DEFINED IN THE CHP! 4IC4 PERNCRMANCE PRODUCTS DA TABA9E 16.5. PRODUCTS COMPLIANT WITH THE CNP! CRITERIA CERTIFIED UNDER TME GRE270RARD CHILDREN* SCACOL9 PROGRAM ISG. CERTIPICArION UNDER 774E RESILIENT FLOOR COVERING INSTITUTE (FICC) RZORSOOR£ PROGRAM I6.D. MEET TWE CALIFORNIA DEPARMENT OF PUBLIC NEALTWS SPECIFICATION 33W (4.5044) lq. NEW MARWOOD PLYWOOD, PARTICLE BIARD, AND MEDIUM DENSITY FIBERBOARD C04POWTE MELD PRCOLCT3 USED IN TME INTER/LR OR EXTERIOR OF THE BUILDING SHALL MEET TWE FORMALDOMM LIMITS LISTED IN TABLE 1.54.5. (434.5) 70.7WE FOUTAL064YPE E71I5BONS VR/FICAT/OI CHECKLIST SMALL BE COMPLETAJ PRIOR TO MMU. INSPECTION APPROVAL. TME MANUFACTURERS SPECIFICATIONS SMKNING FORMALDEHYDE CONTENT FOR ALL APPLICABLE NOW PRODUCTS 9MALL BE READILY AVAILABLE AT THE JCO SITE AND BE PROVIDED TO TME FIELD INSPECTOR FCR VERIFICATION. (1.504.5) 21. A 4-MC4 THICK BASE OF z INCH OR LARGER CLEAN AGGRE1-4TE SMALL BE PROVIDED FOR PROPOSED SLAB ON GRADE CONSTRUCTING (45061./) 21. A VAPl^R BARRIER SMALL BE PROVIDED 1N DIRECT CONTACT W/7H CON0WrE POR PROPOSED SLAS ON GRADE CLNSTRUCTILN. (45051.1) 23. BUILDING MATERIALS W/TR VIS/BLE 54" OF WATER DAMAGE SHALL NOT BE INSTALLED. HALL AND FLOUR FRAMING SMALL NOT BE RLN n UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY TWE BUILDING INSPECTOR. (1.50x.3) 24. NENLY INSTALLED BATRROCM EX94U9r FANS SMALL BE ENERGY STAR COMPL/ANr AND BE DIKTED TO TERMINATE TO TWE OUTSIDE OF TWE dI/LOIAG. PROVIDE TWE MANUFACTURERS CUT SHEET POR VRMFICAYA N. (4.506.1) a. NENLr INSTALLED BATHROOM EXHAUST PANS, NOT FIMKTKNM4 A3 A =1PP:NENr OF A KWX£ WUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A WMIDISrAT MWICH !MALL W READILY ACCESSIBLE. (4.SW.1l ?f. THE NEI TING AND AIR-CONDITIONING SYSTEMS SMALL BE SIZED AND DESIGNED (USING ANSUACCA MAMH J -2L4, ANSI/ACCA 2q-D-20OT OR ASURAE NANO1900 S AND NAVE THEIR EQUIPMENT SELECTED /N ACCORDANCE Wl7N ANSVACC 36-5 MANUAL 5-200/. (4.5077) STORM WATER POLLUTION CONTROL STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES MINIMUM WATER QUALITY PROTECTION REWIREMENTS FOR ALL O"TiRUGT1ON PROJECTS CONSTRUCTION MEANS CONSTRLCT/AG, CLEARING, GRADIArr, OR ENCAVATXN THAT RESULT /At MOL DISTURBANCE. CONSTRUCTION INCLUDES STRUCTURE rEARDOSN (DEMOLITIQNJ. IT DOES NOT INCLUDE ROUTINE MAINTENANCE TO MAINTAIN ORIGINAL LINE AND GRADE, HYORAUL/C OPACITY OR CRIGNAL PURPOSE OF FACILIT ;n EMERGENCY COOTR1K7KN ACTIVITIES REQUIRED TO IMMEDIATELY PROTECT RUBE/C MEALTI AND BAFETT,INTERIOR REMMO.ING W/7M NO OUTSIDE A(POB/RE OF CONSTRUCTION MATERIAL OR CONSTRUCTION WASTE TO STORM WATER; MSOIAN/CAL PERMIT ACRIC OR SIGN PERMIT Now. (ORDER NO. 01-IS2, WOES PERMIT NO. CSQ04001-PART 9, DEFINIYA"; 1. ERODED SEDIMENTS AND POLLUTANTS SMALL BE RETAINED ON SITE AND SHALL NOT BE TRAN9/GRTID FROM TME SITE VIA 30,W7 FLO 4 SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND. 2. STCL'KPILES OF EARTH AND OMR CONSTRUCTION -RELATED MATERIALS SNALL BE COVERED AND/OR PROTECTED F7R71 BEING TRANSPORTED FROM THE 917E BY WIND OR WATER. J. FUELS, O'L9, SOLVENTS AND OTHER TDOC MATERIALS MUST BE STORED IN ACCORDANCE WI7N 7WEIR L/877W AND SMALL NOT CONTAMINATE 7)LE SOL NOR TUE SURFACE WATERS. ALL APPROVED TOOL 9TCRAGE CONTAINERS ARE TO BE PROTECTED FROM TME WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY AND SMALL NOT BE WASHED INTO TUE DRAINAGE SYSTEM. 4. NON STORM WATER RUNOFF FROM EQ/IRMENT AND VEHICLE W WG AND ANY OTHER ACTIVITY SMALL BE CONTAINED ON 714E PROJECT SITE. 5. EXCESS OR HASTE CONCRETE MAY NOT BE --WED INTO TWE R 13L/C WAY OR ANY DRAINAGE SYSTEM. PROVISIONS SMALL BE MADE TO RETAIN CCACRETE MS7E ON-91TE UNTIL IT CAN BE APPROPRIATELY OIW42SW aF OR RECYCLED. C. rRASW AND CCN9TRLCTICN-RELATED SOLID WASTES MIDST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF STORM WATER AND 0SPERSAL BY WIND. 7. SEDIMENTS AND OTWER MATERIALS SMALL NOT W TRACKED PROM TWE SITE Br VW4 P TRAFFIC. TME CONSTRLCTIOV ENTRANCE RGADWArS MUSTER STABILIZED 50 AS TO (MIST SWIMM475 FROM BEAD DEPOSITED INTO TWE 9TREEr?LB.K WAYS. ACCIDENTAL DEPOBTA" PIU9T BE 9WAr UP IMMEDIATE.r AND MAY NOT R WASRED DOW BY RAIN OR BY ANY 07WER MEANS. 0. RETENTION BASINS OF SUFFICIENT SIZE SMALL BE PROVIDED TO RETAIN STORM NATER RUNOFF ON-SITE AND SMALL BE PROPERLY LOCATED TO COLLECT ALL TRIBUTARY BTG RUNTF. q. WHERE RE7ENTKN OF STORM NATER RUNOFF ON-SITE 19 NOT FEASIBLE DUE TO SITE CONSTRAINTS, RUNOFF MAY BE CONVEYED TO T74E STREET AND TIE STORM DRAIN SYSTEM PROVIDED THAT AN APPROVED FILTERING SYSTEM 15 INSTALLED AND MAINTAINED M -SM DURING TWE CONSTRUCTION DURATION. MAXIMUM FIXTURE FLOW RATES PIX !" TYPE PLOY RATE 94201ER NERDS (RMDOMAL) 20 GPM I W PSI LAVATORY FAI.CEr9 (RESIDONTAL) MAK 1.5 Z -0S CB MRL O.• W" I a PB LAVATORY PALCETS (NACU-RO/DENTIAL) ae GRI S CO pw Knz2mv IADCM 1.4 GERM 160 pap METROJG PAUCETS Oa NATER Cl.o9Er /aCALIPLUSIF URINAL! O.e I LAVATORr FAUCETS 3NALL Nor HAVE A MCV RATE LESS TMAN 0.6 GERM AT 20 PSI. •K/TONCN PALLETS MAY TLMPORARILr INCRCAW PLOW ABOVE TME MAXIMUM RAIZ BUT NOT ABOVE 22W" 10P91 AND MUST DEFAULT 7O A MAXIMUM fLON RATE OF IJ GPM •COPS/. "N= COMPLY/NG FAUCETS ARE LNAVA/LABLEv AERATORS RATED Ar J6 GPM OR OR or74ER MEANS M,lr BE USED TO ACHIEVE REDUCM1V INCLUDES 31NGI.E AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE PLL'S4 OF 1.20 GALLONS OR LESS. 9WSLE FLUSH TOILETS - TME A'FECTIVE FLUMES VOLUME SMALL NOT M(CEED 1.10 GALLONS (46 LITERS). TWE EFFECTIVE FLUSH VOLUME 19 THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A1123 74.135.2. DUAL FLUMN TOILETS - 774E EFFECTIVE FLUSN VOLUME SHALL NOT EXCEED 1.10 GALLONS (4J LITERS). THE EFFECTIVE FLUSH VOLUME IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOU`lE OF TNG REDUCED PLUSHES AND CNE MILL FLUSH FLUSH VOLUMES WILL -BE TESTED IN ACCORDANE WIT"` ASME A112.14.2 AND ASME AI12.M.14. VCG CONTENT LIMITS FOR ARCHITECTURAL COATINGS- COATING CrKiORr CURRAVr 124 I./Mir FLAT COATINGS QD MON-RAT COATINGS OD NOIMAT-MIGl O.OM =477W..S Ro SPC/ALTr COA17149 A417 ALUMINEM ROS- COAT/NW 474 MSEMCNr SPECIALTY CCAT/NGS ADD SlrIL"Ai" ROOF COATINGS f0 BrUMMOM ROOF FR/MERS am BOND BREAKERS JOB CAVORTS CURW6 COM-OUDS SW COYGE rr,rIARC►Rr SEALERS I'm GHVDWr *SALE" AS ORT' PEE C24T M HB PAW PWISMMG =4TWq BOB FIRE AMS17VE aM77W.5 350 PLGO7R GOAT90 i5 /a Paul-MILAW CO PRAM" a0 QRAI ART! COATfia (904 PAIl73) •5S WGM rj7wgm7LRE CA7RKS 457 WoLorRIAL PLAWrAm CS CCIArm" a0 LCA/ SOJLSS [DATINGS La PABNYS/TE CEMENT CORrWSS 4[a MASTIC rvtn4m COATINGS /m MWTALLK PIGMENTED COATINGS SOD Ff MOOR cOATNws 20 PRETREATMENT MEN PRIMERS 470 PRIMERS, SEALERS, 1 UVDERCAATERS NO REACTIVE PLNl7RArMG SMA. M a0 MGM= COATINGS 260 ROOF C04rm" SO RUST PREPWrArna ca4rms 2§0 lN6LAC5 CLEAR 790 OPAW9 a0 SPECIALTY PRIMER SEALER N UDERCO4TER /OD STASIS a0 STOW CONSWCANM 410 SWIrr"m PDX 024rMGS so TbAPPIC PIAMUNG O24710iG5 ICD T IS I TILE RMN/9N CATV" 490 WArENRaT/G MB'dMNO 20 kA= =4rIGS 1T5 IWOM PRESERVATIVES 350 ZINC -ERIC/ PRIMERS 340 GRAMS OF VYX PER L/TR OF 001417N4 INCLUDING WRYER 1 EXEMFr C4rrCL* S 9P'gJFIID LIMITS REMIN IN PRET LM.ES9 Awsm LIMITS ARE LISTED /N SLOVANLe T COLUMNS W THE TABLE. VALUES IN TWIS TABLE ARE DERIVED PROM THOSE SPECIFIED BY TWE CALIFORNIA AIR RESOURCES 21:34RD, ARCN1TEc7URAL COATINGS SUGGESTED CONTROL Ptd PET. 1, 717149. MORE INFORFATICN 13 AVAILABLE! MOT/ ONE MR MMURCm BOARD. CALIFORNIA GREEN BUILDING STANDARDS FORMALDEHYDE LIMITS/ MAXIMUM FORMALDEHYDE AMISSIOO IN PARTS PER MILLION NST c7neRwr UMnr MAROMMOW PLYWOOD VB/EW CAR as N490010W PLrrcW C24ROTE CRE a0• PAN7CLZ BOARD 0.041 P79DIXI DCalIrY POOm04M an TNM Mavo." DEMNTr POERa4oww 0.4 VALUES IN TINS TABLE ARE DEBVED FROM TEASE SPECIFIED BY TWE CALIF AIR RESOURCES B124RD, AIR 701KS CENTRO. MEASURE FOR COMPOSITE NKGD A9 TWTM /N ACCORDANCE WITH ASTM C MSS. POR A00/T00VAL WFU RMATCN, SEE CLIP CGDE OF RAGLAYKRNI, TITLE 17 SECTIONS 49170 774R000H 45/70.12. InW M9ZNLPI DOWNY RBOR IAIRD NAS A MAXIMUM TmomesS OF L -m- (• IMI). ADHESIVE VOC LIMIT5" (Lr A"w ed I ff nfc C pmn it G- - Lnw) ARJNTB'TARAL APPWCArl 9 CURRENT VOC LIMIT INDOOR CARPET ADWS/VES EO CARPET PAD ADNO/VID SO OUTDOOR CiAi!!T ADfmIVES RO WCCP PL.GO'RML AOCBNVW A417 MUMMER PLOCR ADMMVES CO BMLO7R AONLS/V9S So CERAMIC TILE AONEOVIES a VCT 1 APIRMALT 77L.E ADNOIVSS SO ORTM" 4 PANEL AOISBVW SS COVE SASE ADMES/VM a ME.TIPARPOW cava7RLCTALN ADM MVE 70 57RLC7URAL &Avw AOEBVES No &w as-PLr RO'F mmomA/Q ADHESIVES a0 OnW AO NStM NOT USTED 50 SPCLALTr APPLCATWO PK WELYN6 Eo CPK wmwwc ND ABS MA.01W m PLASTIC NaMa/r Ma.Dna6 250 ADNNSIVE PRIMER POR PLASTIC 660 CONTACT ADMESIK 40 SPECIAL PURPOSE CONTACT ADMENVE 20 STRLCTURAL WE'D MO'OER AOMMVZ W TOP 1 TRIM AOwES/VE a0 S&EMYRATT AFW C APPL/GTa" METAL 70 PWrAl. 'b PWTK POM?S SO POROUS MATERIAL (EICPr MMWO.) SO PCOD 30 P/S9RGLASS 60 IF AN ADHESIVE IS USED TO BOND DISBMIIAR SUBSTRATES TOGATRR, TWE AD4EBVE M TN TIME NKMESr WOO CONTENT SMALL BE ALLOWED. ADOITM4L Momur O/ REGARDING ME7W.OS TO MSABMS TIO VW CWSPCIMED IN TINS TABLE, SEE sourN CAASr A1R OAALTY MANaGEM@Fr DISTRICT RULE /NIM SEALANT VOC LIMITS (Lr iVA1� ad tr ErArnpt CPnPVIMIaS W a- - uM-) SEALANTS OURRONT YOC uM/T ARCSNTBCTURAL 2W MARINE DECK 760 NOVSIPORAW ROOF !a0 ROADPAr a0 SINGLE-PLr ROOF MOMDRAMC 450 orwm 474 SEALAN-MMERS ARONrC7U1tM. NON-FDRON a0 POEOM 759 MODIPED 8117E5fN7W SOD MARINE DCX 760 OMlR 750 7 APR 2017 V7 I SCOPE OF WORK EXISTING $s� COVER", FRGNT PORfJ, $ 1. DEMOLIS f (E) COKRETE WALL CAPS AS NECESSARY LL a a 2. DE'OL/SH (E) CONCRETE FYAG 3. REPONr (f) BRAC7CPZW 8 9 L !. DPKL/SII (E) CO WrE STEPS V (1 L/VIPG ROi'7 Z Z II f' f 1. REPLACE O2 RE-TRIM (E) ENTRY DOR 2 REPLACE (E) CRAOCED PANE /N OWL-CASEMENT ACOO .4 3 WMp7W Z \ AS (3,) R(£) DEML-CASEMENT' WOOD WN cEAMR J (2) REPAIR (EJ CASEMENT WOOD S/DEL/QHTS AS NECESSARY N S. (2) REPAIR (E) CASEMENT WL'OD WINDOWS AS NECESSARY M 9 li II II (NOT DPENAeu.e) W II II II I !I II II A. REPAIR WATER DAMAGE TO (E) CEILING e�� .�_„ II II II li II elrriNG sxPr I,j j ! II F. REPAIR (E) EXTERIOR DOOR AS NECESSARY Z REPAIR (E) DUAL-CASEMENT A-DID W/NDON/ AS NECESSARY 3. REPAIR WATER OUTAGE TO (E) CEILING Zg yy 3Zy F 229 II li II II II II II II OlE0114-A221 CC a �s"F� II I I. (3) REPAIR (E) DUAL-CASEYIENT AMD W NDC! : 1. (4 I. 2) REPAIR CEJ Da dl-E-MMC MOOD W/NA�fV9 A9 NECESSARY If 1 CCC„y RppRf (E) BRR]OLR2 AS N6fl3ART 1 it CONT LAND/N6 ON I. (A) REPAIR (E) OaABLLE-MIA: WOOD OWS W/NDAS NECESSARY . AND STEM _ �In�S BEDROOM AS 13322 — — — — — — — — — — — — — — — — — —' — I 1. (2J REPAIR (E) OCUTI MMG WOOS W/NOr AS NECESSARY 130 n B1. C 0 ]]S 2.?J REPAIR 1. ( REPAIR (fJ IXXJd.E-MNG WDJD W/NLYIVe A9 NECESSARY nes�nE�a� I. DEMOLISH (E) EXTERIOR LY.OIP AND IARDNARE /LR• SNT vmnREFUGE AlO__ r I I (E) COIL. CAP - 2. (2) REPAIR (U DO.®LE-MNG WOOD WINDO00 AS NECESSARY S. REPAIR OUAL-GSEi'IENT hOOO W/NDL'iJ A9 NECESSARY A,D SSTD� O.G e:- TUB f SITTING ROOM PLR, HARDWOOD I INTW (E) CAP: (E) I. (2) REPAIR (E) CASEMENT AMC S/OELIQH AS NECESSARY BEDROOM ttG I CJoammr M C PLR, CARPET COG, e'-IO• I L J - Ndl( I. REPLACE OR RECOAT (E) DE(X SURFACE AS NECESSARY Dy •' ( Z. LIFT AND RESET (E) GUARDRAIL AS REQUIRED FOR PLR, SHT _ _ _ _ COG, e'-NY7 - - . -_. - - �r - - - i ' I. RD-AIR (E) OLVBLE-MUNY. WGL"D W/NLKW AS NECESSARY CABINETA3. OR DLO (N) XQICRETE STEPS BECR2E'I i REPAIR (E) S7EP4 AS NB23SART HALLWAY 1. (3) REPAIR (E) DOUBLE-HUNG ACOD WINDOW AS NECESSARY AT c"sEr a 1 CARPET . (3) REPAIR (E) O AXE-NUNG A OD W/NCOWS AS NECESSARY C - 4.G. e'-p' I COWFOR, , S4ELF UP2. , X, eEDRa.P7 xA 1. (Z) REPAIR (£) DOVBLE-HUNG WOOD WINDOWS AS NECESSARY RBOEIT (E) NRI mm ALL I j I M NI MVV (rTP) E[ ^I xFT 13 0 I. (2J REPAIR (E) LYVHLE-HUNG NODE WINDOl AS NECESSARY 3grj j LIVING ROOM a 0 2. DEPROL/SH (f) GALVANIZED SUPPLY LINES WHERE ACCESSIBLE - PLR, 94ROP,1000 / IS 3. DEMO-N (f) CAST IRON WA97E LINES WHERE ACCESSIBLE - I CLQ, STEPPED; e'-IO• _ _ _ _ _ _ _ I N/GNTEST POINT C,oe wi-o.✓c KITE-AEN - , i I I I I. DffKM-ISN !EJ GALVANIZED wPPlr LINES FOR, 'SUIT VINYL I2. OETKLISN (E) GST IRON WASTE LINES CLE, e'-/O• I I f (N) f XnICRETe SAS - 3/xAEE ffiERIOR /RES/DEE.CE) 1. RE7KA'NT (E) eRlarWDRlc TO MTCN (E) 2. DEIICLISH (E) ASPHALT S IWLE ROOFINQ 3. REPAIR (E) GUTTERS I DOWNSPOUTS AS NECESSARY I. NO]ZA! OR REPLACE ROTTING kXOO AT (E) REAR STOOP Room n/ER• J L-' S. (E) MAIN SEVER LINE TO REMAIN 1 - - - - µ�OOp- - - - .-. i \�__ i. (E) MAIN WATER LINE 777 REMAIN p / - - - _ - -- - Q Q T. DEI'I U.*4 (f) NOW NATER NEATER DCLOSURE 3 / _ .L _ _ _- __ - - _ _ _ _ _ _ _ J S. INSPECT (WITH CAMERA) (E) SEVER LINE AND REPAIR AS _ a O NECESSARY L - -_ - - - J 1. DEMO-ISN(E) ELECTRIC WATER NEATER /'NUN QEG PANELS iii I - r 1 L (0) b0illklR AS NEATER1 � ) Imo, REPAIR OF (E) WOOD W/NDOVS SUALL INCLUDE, CNECR GLAZING CONDITION AND REPLACE AS NECESSARY, 7- I 2. RECOMMEND REPLACING (E) INCANDESCENT LIGHT BULBS WITH (9) PIRGL ALARM - - _ _ J LED TO MINIMIZE NEAT dllLO-UP 1'R/✓f4 S INSULATION AND REPAIR AS NErCESSARrED/MI991AG - J_ u__ J VEXTERIOR I. INSPECT (£) L/GAIT/NG FOR ..VNrTIOV BOXES AND PROVIDE WHERE MISSING /GARAGE) ^ F'�) 1, DEMOLISH (E) ASM"47 :MINGLE ROVI-/NG T REPAIR (E) GUTTERS A DOWNSPOLTS AS NECESSARY ffiERIOR /SM]PAVAINRMY) �r�r)• ^ I. f)EMOLISN (E) ASAALT SHINGLE ROOFING O �1 2. REPAIR (E) GUTTERS A DgVNSPGVrS AS NECESSARY O Fy O N E” WALL LEGEND tNn�� W 0 (E) HALL TO REMAIN / Fio 7 APR 2017 A3.1 SDALE' `r F I R S3 F 1- O O Imo. P I_A N wo IT SCOPE OF WORK a� m^a NEIN rjgbd GOYERED FROM PORG%I � " p P I. (N) CCIICRETE UPS AT BRICK WALLS, TO FATCH (E) 2 (N.COCRETE SLAB - SCORE TO MATCH (EJ S. (N) CalCRETE STEPS TO MATCH (E) oil n w r. (N) iNGgD VENEER AT (E) eNTRr DOOR As NECEsslar 2. (N) PAINT MOOPI 4—7 J. (2) (W) BUILT-IN BOOKCASES, STAINED, AT CASED OPENING TO SITTIAG R021 x 3 d O C 1� PAINT ROOM euzr�m S m v 9A9/I !ARDS A9 NECESSARY FOR (E) W/NDCN9 tt yY lI SAID I . (N) SA91I CORDS AS NECESSARY FOR (EJ WIND000 ��R9�z�� BArHRan n I. (N) SASH CORDS AS NECESSARY FOR (EJ WINDOWS I. NO WORK �LE>?6631 >o� L M) EXTERIOR DOR AND HARDWARE, 9TA/NED 2. (N) SASH CORDS AS NECESSARr POR (E) WINDOW 1 1. (N) DOORHARDWARE TO FATCN (E) MISSING AT CLOSET2. (N) SASII CORDS A9 NECES9ARr PCR (E) WINDOWFt 1110illZFZi /! 17ELffi I. (N) SASH CORDS AS NECESSARY POR (E) WIMXM ■■ I Afit, HARAkA=D \� 2. (W) SASN CORDS AS NECESSARY FCR (E) WINDO04 AT CLOSET fI AtRT o CLI.. SLOPED F M OPED I. (N) SASH CORDS AS NECESSARY FOR (E) WINDOV9 CLL 'LHIGN BATHIROCM sl ISEDROOP1 #2 1. (N) SASH CORDS AS NECESSARY FCR CEJ WINDO" FLR• IARDWq�D 2 M) ABS AASTE LINES WHERE ACCESSIBLE CLF 8•-4.3' BUILT-IN DRESSER 3. M) COPPER SUPPLr LINA ✓M![RE ACCESSIBLE \ I _. I (I. (N) TIE PLATES AT INTERIOR P Ts fLRI kARDPIZW Q.2. \ • (N) SHOTCRETE PERIMETER POUNDATIOW,Vr M WALLS 3. (N) REINFORC/NG BAR AT M) PERIMETER FOUNDATIOW _L._..... -_.:.....__.._l._ I --- I 4(N)A"CUC R BOLTSVTIE PLATES AT PERIMETER FIXM T/ON 5. (N) PLYIWI"D 9HEATHIMG AT CRIPPLE WALLS i. (N) P1015MRE BARRIER AT MJ CRIPPLE WALL SWEATH/NG a \ LAA! WAY T. (N) BLOCKIA* AT CRIPPLE WALLS M3 FLR HARDWGCb S. (N) ABB WASTE LINES WHERE ACCESSIBLE MR, CA - �C.ArpET \ �, S,-,.9• COPPER SUPPLY LINES WHERE ACCESSIBLE O.G. E'-1.EA — - - , I I �`N) ` I. NO WORK I I iW �t�1B�E) MASTER 59DROOM 1. MJ FLASWING AS NECESSARY AT RO:F-WALL INTERSECT/GINS 2. MJ DIMENSIONAL ASPHALT 9HlNG.E ROOFING, RED PLA[. �� 3. (N) PAINT / ,. (N) G-EAI.q'JT AT Fro/N SEWER LINE (E)AT ICACCESS UN)QVERFQ I (N) WOTCGAT ALA 3Q NOTE BI A33 S. (N) TANKLE9 ELECTRIC NATER NEATER �� / DECK RE"'" (E) DOOR I. NO WORK EXTERIOIR ((JRIG£) BEDR�E4 I. (N) PLASHIWG AS NECESSARr AT RR.7-WALL /NTBRSECT/CNS FLR, H RDOgCrD I 2 (N) DIMENS/OHAL AS4AL7- SHINGLE RO7IN0, RED — —0 3. (N) PAINT F- T° V MLL-T 1. CABINET r. NO hORK I. (N) D/MEN91DNAL ASPHALT 9N/NGLE ROCP/NG, RID � I I LM[ Q ,.OT ABOVE LAN 0/ now B..DNI a 0 0 a � x Q � z a 0 Fill 7 An 2017 T3.2 SFCOND FL®OR PLAN lo— m ^ d P O I � COO P gu n� z Z a x� 7 HC e �J a =m 9 =� s ST AI SAND DIVE rARoiNs L4/m cw FF!' !I s F r��3y ![Fitz txs— I — — — — — — — — — — — — — — — — — — r (E) ameleGlRD, M. (E) GUTTER ([J SRI= em"wr In n n I ear srA/I.D esoq ewRime I N — — — — — 80.44 arart ou rE m eaa► a I v I [ R /DGE ,a I I w Bei N I I IN I RAILING I uNCOVER ED I — m (1) osac sw#a w �tartar arsre+ a � I I ux srxw (E) GUTTER ----- - �T -------L----� V Do I ry I amjAw 0/ (EJ GUTTER (E) GUTTER L--- s---- mmm" BELOW J LIN[ Or RQ! Ar FlRDr PLem AFIAV R E rA / R (N) DAF N 6 M moor �� D! (F) GIrrm NO W9 N a a&aj 0 j0 C No warg� a w.a ROOF PLAN '°"F A3.3 lo— IT 0 q u r I I r � I b 6 (E) SHOP/ WASH ROOM P FLRCCMRETE � �PK L I I I r � I b L q u r ACCESSORY �'g'RZTCT�JRE PLANS III A3.4 IL I II I IP � I �� Ib wow IIL I ND M1 *\ 6 I I \ IIb I IL Ip�UNE Lis RLUs ABOVE I 1./NE O/ GUTTER ABO1/E — I— — — IL P-4 w x E- U E- M ACCESSORY �'g'RZTCT�JRE PLANS III A3.4 eO��P p P g V 6w V z2 (N) ASPYLT SN K E ROUP (TTP) Q� a Sm v iZ REPAIR (E) WINp0Yl5 AS NKE98AR1 (tYP) eEeEdd E E (IQ EIRi mi ��s flS c .a 0 O 0 (N) TANKLM WATER NEATER (M) Fla MLAW PANG. WAR (E) STEPS A9 NEOE9W REAR - EAST ELEVATION na ANN ERWM0Y EwBl9 R5Y RWM COR1uNG, TR/DEPIN OT ERRA CI rTlIAES IN W TERRA fDfTA,UL"Po MA4 A M) FLA9VNNG 1 fAMTEi6LASNING (TTP) AR9CR IN FOREGROUND NN SWNI0-4 v 1 O 1.4 � w a REPOMT (E) ERI 34M AS WEE& RY (TYP) O F+1 0 W FRO �" SIDE — NORTH ELEVATION . A4.2 �o 3 SOUTH ELEVATION n 91"LE. 1/4'.1'x' U (N) nA91 1 (E) H M — NORTH ELEVATION n -GALE: 1/I'.1' -p' L V ert ASNALT 54WAE RXF (TTP) nAb" 1 CO2MRFLA5Hob (TTP) WCW &D" (TTP) EAST ELEVATION n WEST ELEVATION n SCALE: 1//'.l' -d x 0 CH�!H LwL L— w PAS 7 APR 2017 SOUTH ELEVATION n SCALE, 1/1•.I'-0• J.J NORTH ELEVATION n SCALE, 114•.1'-0' !../ (E) mlI �r+uLr sunra.E �ror Cr ) Moon TM (rm) Moon noxa (TYP) EAST ELEVATION n SLE, r, WW MINI" (TYF) WEST ELEVATION n •CALL£, I/.('_I'-0• ---i -5,— n T a A4.4 E T P � tp PQQ :O P O - IOi 0 P_ P T 3 L (E) RArr M N 8 V dw ZZ :9 (E) mm imm 2 3 A `X r 0 C J � a Y (E) MASTER BDRM- CE) CLOSET (E) CLOSET REiaRf (9) EM 061MY AS WBSW [ RM Am (EJ a Pill'! i CE) LIVING (E) SITTING E--ia (U RJ,aI JElllf ''' (R) CGI- MOn"G I (E) Fres I I (E) CCR- MOM TO Reum Is. SECTION B-BQ $CA", (E) R4Frm (E) COWL MOTS (E) BEDROOM 3 (E) HALLWAY (E) MASTER BEDROOM (U RAGRIG Y a TTLE A v 1 (E) n= imm Dmfs 11 A Top m„e o —-- -...-- F, U W (E) KITCHEN () LIVING Trcn (E) s46 NG HO(E) RM JOMn! RlONf (E) �OIOIEC (m) � W Fi �C OCK (E) RJam _ Fl mr- V l (E) CDC. WfsTO I ---. w .� a) IoorEn W WO aCna. C NN 7A'917 SECTION A -A MCALX, W -P-0• Tw A4.5 Q IT _11— IJ %A INET MQRICATOR TO FIELD VERMY ALL DIMPA MS AND COORDINATE CABINET C"TRLCT/ON WITH APPL/AACE, P W m a a Q FWTllRE, AND ACCESWRY Cl? _944MI6 ALCM^ W/TN "FR. RAC ANDAT/ONM. $ V 0 p - 3) CA&NET FADR/UTOR TO MOT/FY 02"RACTLR AND ARCHITECT OF ANY DISCREPANCIES. 3G 1 a P N .. V 2w ZZ v �c �J a Sm v 3s LATCW [fMElf sgkL Q i� iF OMirT►mlR mom (E)WOOD MUM Ti i ❑ ❑ SINN WAGE NoOD ibl {{,, EEE ��jj pkEkogg yy��1�1 JIBE mW IMTW OW AT BUILT-IN I � M mr w, IIOQ'1 A SdE LIVING ROOM 9Cr1LE• In•_r-o• n LIVING ROOMQ Li l scaLE, l�•.r-o• � 1 O W a w � O FSo W W�� E- 7 AM 2017 INTERIOR ELEVATIONS ELM _11— (E) STUDS IL (E) SIDING (N) i' COW. (N) i' CONC. SLAB o 9 E-0 33R f,LE MMADMG P•i' w K3 1 Ii' O.C. EA. WAY - PITCN (E) FLOOR Fri, TO DRAIN JOISTS wm 9GE r0 MATCH (E) {i /W� i Q �y/y� pyo I l s U 11 WAY _ 26 GA. GALV FLASHING A6.1 ' (2) RA CONT. AT Z _ d ° • TOP - I (2) RI AT TOP %1 • ii' O.C. •I KI R 16' O.C. (N) CONC. — (E) GRADE FOOTING IE' >N DOMEL TO (E) • 1 �_ m • . I _ FOOTING 0 Ic' D.C. (2) RI AT BOTTOM 12' si DCWEL TO r -D' FOOTING 9 (E) FOOTING. L 9rut: vor-0' 1 , O.C. Ii' 6 (2) KA CONT. AT BOTTOM PORCH FOOTING DETAIL /1 (E) COW. CAP PITCH TO DRAIN aA99 (N) i' COW. o 9 E-0 33R f,LE MMADMG SLABw K3 0 Fri, Ii' O.C. EA. wm 9GE r0 MATCH (E) {i /W� i Q �y/y� pyo I l s U 11 WAY 7 APR 2017 TNT A6.1 (E) BRICK WALL • Z _ d (E) F09TING (2) RI AT TOP KI R 16' O.C. - I n — (E) GRADE IE' >N DOMEL TO (E) • 1 �_ m • . I _ FOOTING 0 Ic' D.C. (2) RI AT BOTTOM 3' - r -D' PORCH FOOTING DETAIL 9rut: vor-0' i COLUMN DETAIL scut �-ur.r-v HIM i MNIEN TO MATCH (E) MW MM.DN6 TO MATCH (E) GW SM TO MATCH (E) CO^� P 8 P �'i A F C. 8v a.x Z Z � Q I-0 • * i QQ m SLID v i! f 2 ADJI6TlLE 9W f91, ;y 11 CABINET PLAN DETAIL 6 �yt ArAb-vl.re wF=iI'vo, nbaA ara ON IWAC" LEAF (T7P) MVNMNS WISWARE STICKING (TTP) 11170D I F91lli1 TO "mN M N mmm (m) CABINET DETAIL aA99 C o o 9 E-0 33R f,LE MMADMG a Fri, wm 9GE r0 MATCH (E) {i /W� i Q �y/y� pyo I l s U 11 7 APR 2017 TNT A6.1 FOUNDATION NOTES 1. CONCRETE SHALL ATTAIN 3500 PSI IN 28 DAYS, AND BE TYPE II CEMENT 2. ANCHOR BOLTS SHALL BE 5/8' DIA. x 10' LONG MIN. W/ 7" MIN. EMBEDMENT W/ 3'x3"x0.229' WASHER PLATES, 2 MIN. PER SILL PLATE, 12' MAX. FROM EACH END AND SPACED AS NOTED ON DETAILS. 3. THE HOLE IN THE WASHER PLATES IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16' LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4'. PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. 4. BOTTOM PLATES SHALL BE TREATED D.F. 5. ALL HOLD DOWN HARDWARE SHALL BE SECURED IN PLACE BY TEMPLATE PRIOR TO FOUNDATION INSPECTION. 8. LANDINGS SHALL NOT BE MORE THAN 1/2' LOWER THAN THE THRESHOLD OF THE DOORWAY AND MAY BE 7-3/4' MAX. LOWER THAN THE THRESHOLD WHEN THE DOOR DOES NO SWING OVER THE LANDING. EXTERIOR LANDINGS SHALL BE 36'x36' MIN. WITH A MIN. SLOPE OF 1/4' PER FOOT FOR DRAINAGE. 7. SOIL BEARING PRESSURE USED IS 1500psf MAX. B. FASTENERS IN PRESERVATNE-TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL: SUCH AS ANCHOR BOLTS, LAG SCREWS AND NAILS (CBC 2304.9.5) 9. REBAR SHALL BE GRADE 60 DEFORMED, PER A-815. GEOTECHNICAL NOTES ALL RECOMMENDATIONS FOUND IN GEOTECHNICAL REPORT, /15069-01 PERFORMED BY 'NMG GEOTECHNICAL, INC.' DATED SEPTEMBER 30, 2015 SHALL BE FOLLOWED AND IS A PART OF THESE PLANS. DESIGN CRITERIA ROOF LVE LOAD: 20 psf FLOOR LIVE LOAD: 40 psf SNOW LIVE LOAD: 0 psf SOIL BEARING: 1500 psf WIND LOADS/FACTORS V = 110 MPH 1 = 1.0 EXPOSURE CATEGORY: C h = 20, 30 A = 1.29 (h=20), 1.40 (h=30) KZT = 1.0 Ps30 = 26.6 PS = 20.59 (h=20), 22.34 (h=30) SEISMIC LOADS/FACTORS SITE CLASS: D OCCUPANY CATEGORY: 11 I = 1.0 Ss = 1.56 Fa = 1.0 Sds = 1.04 Sl 0.58 Fv = 1.5 Sd1 = 0.58 SEISMIC DESIGN CATEGORY: D F= 1.1 R = 6.5 p = 1.3 Cs = n/a V = 0.163W 0 41 I� 1:.1 0u 0 NOTE W TOP PLATE PARALLEL TO -461- IGLWATx)1 F(E) HER (nP) c e� u -w < G (N) I' THICK CONCRETE SLAB u✓ ° .• Am BAR9 I is' O.C. EACH WAr AT °4 p SLAB CENTER OVER 4' SAND. I I PRESATURArE 9OL rO I.3x Q TO A DEPTH 1 18' I I A PROVIDE CONTROL JOINTS v 6'-0' A, � I'IAX O.C. EACH DIRECTION. 4 'O/NT9 90"LL BE A 114 OF TOTAL F-1 �) - SLAB T14ICKNEM a °< `4 4 - nPPLc NA WALL- O W SILL a < a z x� OrC7.� a n my, Nis FOUNDATION PLAN A R,Im DH8 S1.O SCALE: 1/4"=1'-0' Ar . • A II f e ° < G (N) I' THICK CONCRETE SLAB u✓ ° .• Am BAR9 I is' O.C. EACH WAr AT °4 p SLAB CENTER OVER 4' SAND. I I PRESATURArE 9OL rO I.3x TO A DEPTH 1 18' pOPTIMUM • PRIOR r0 CONCRETE POUR. A PROVIDE CONTROL JOINTS v 6'-0' A, �7 I'IAX O.C. EACH DIRECTION. 4 'O/NT9 90"LL BE A 114 OF TOTAL F-1 �) - SLAB T14ICKNEM a - - � J - nPPLc NA WALL- O W SILL z x� OrC7.� n my, Nis FOUNDATION PLAN A R,Im DH8 S1.O SCALE: 1/4"=1'-0' Ar . �41 U Wo Z 2 A v N Wa - (E) Id FLOOR SHEATHING 16 FLOOR SHEATHING PERPENDICULAR TO C [� PERPENDICULAR TO JOISTS JOISTS0 w a ^ m (E) 26 JOISTS r 20- O.C. 2.6 BLOCKING En t 3 214 TOP RATE WHERE O J0IST REST N Q (E) 46 GIRDER m Q 26 JOISTS r 20, O.C. 2.4 CRIPPLE STUDS Z L (N) 'T' STRAP EACH SIDE WOOD SIDING Q Y V = J F m 26 MUD SILL `y RTO! i0 DRAIN D 'pp (E) 4.4 -OST I't m m COIL. FOOTING (E) 2 k6 BLOCK O E ag (E) 1202 CONC. PAD' Q .—x FOOTINGQ lA .. I d � EXTENT DNKNOYlN Q EXTENT UNKNOWN POST DETAIL EXISTING FOOTING A SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" 34MPSON A35 EACH SIMPSON A36 EACH BLACK, NEW BLOCK BLACK, NEW BLOCK TO (E) RIM JOIST TO (E) BLOCK 54MPSM A35 EACH SIMPSON A35 EACH BLACK, NEW BLOCK BLOCK, NEW BLOCK TO NEN PTDF PLATE 3' 50 X 1/4' RATE TO NEW PTDF RATE 3' SO X 1/4' RATE k a CUT BACK (E) SIDING AS W'�ER 12' KASHER 12' M NECESSARY SIMPSON HI EA. SIMPSON 44 EA. IW r Ii' O.L., FLASHING TO BLOCK FLOOR JOIST EXISTING STUDS (E) IK FLOOR SHEATHING (E) N6 FLOOR SHEATHING PERPENDICULAR TO PERPENDICULAR 70 SIMP90N ABS r K' O.L. (N) IS GA GALV. FlASHING (E) 36 JOISTS JOISTS JOISTS (E) 26 RIM MIST (E) 2x6 JOISTS (E) 26 BLOCKING (N) 2x BLACKING 1 IL• 2x BLOCKING (E) 2¢4 TOP RATE 9/16h1 -I/]• SFOT PINS r 14' o/c w/ 5IMPWM A34 EACH 216 PTDF PLATE WHERE JOIST REST (E) SIBFLOOR END AS SHOWN (N) OAK. SLAB 16 PTDF PLATE i MIN (E) 20 CRIPPLE STUDS MIN (E) 2r4 CRIPPLE STUDS (E) FLOOR JOISTS (E) WOOD SIDING (E) WOOD SIDING 0 C (2) i4 CCNTINOU5 O MOISTURE BARRIER (2) x4 CONTINOUS O MOISTURE BARRIER Y / d 5/e• . Ia A.B. r 24' O.C. MAX a II d = 5/5• x w• A.B. s 11' O.C. MAX a I� d d COMPACT �.1 LNG I/2' PLYWOOD w/ 101 (E) FILL GIMITE - 6' a (E) 26 MUD SILL GUNITE - 6' C r 6',12' O.C. a a THICK MIN. THICK MIN. (E) M MUD SILL (E) GIRDER BITUTRANE BITUTHANE � ' d 5IMP50N UFP r 24' O.G. INSTALL w/ II SIMPSON (5) SDS I/43' INTO PLATE O (2) 1/2.0 DED 4 -INTO 5/TVtEDD ROD EMBED -/4DEEP (E) FLO7NG 4 VERT. r Ii' O.C. (E) FOOTING SIF8'P014A5E7-AND HOLE FILLED wSPECIAL i. EA7ifT. INSPECTION d REQUIRED. m 4 I #412 REBAR EMBEDDED 6' INTO I 5/0'014-1/2' DEEP HOLE IN (E) STEM 4 d Q WALL FILLED w/ SIMP50N 'SET -XP' d d d d EPDXY. SPACED AT IB' O.C. (NO 12 MIN II II SPECIAL INSPECTION REDID) n Q EXTENT UNION" EXTENT UNKNOWN (E) STEN WALL (E) GRADE d II Q d d II a d 4 I? h -ii Oil W — — — — E- Q a a O a (2) 04 CONTINUOUS O (2) w CONTINUOUS 1-1 N V d d 04 d d 04 W'•>7m Us Fri 3' CLEAR 3' CLEAR I'-4' MIN I' -P MIN U f °' 22 MAY 2018 RETROFIT DETAIL RETROFIT DETAIL _ %� RETROFIT DETAIL e Dnd� 52.0 SCALE: 1-1/2"=1'-0" — SCALE: 1-1/2"=1'-0" _ SCALE: 1-1/2"=1'-0' �41 l� IMMOVATE. IMFORM. IMSPIRE. Final Proposal Segerstrom Residence Page 1 06/07/2016 License#: 653340 ATTACHMENT Description of Work Bid Price Estimate Information Structural retro fit and repair work based on plan dated 05/09/2016. General Conditions Material pick-up, delivery charges, daily clean-up, dust control cleaning, hauling, small tools, fasteners, daily job setup and breakdown. 13, 950.00 Temp Bin Temporary trash bin/hauling/recycling for duration of project $2,262.72 Temp Facilities Temporary toilet for duration of project. $720.00 Demolition All labor and material for demolition of crawl space wood sway bracing, second floor deck covering, water heater enclosure, and damaged interior plaster ceiling locations. 320.00 Protection All labor and material for protection of new surfaces throughout the course of construction. Includes weather protection before roof dry in. 1,950.00 Excavation All labor and material for excavation and removal of soil at drywell and drain locations. $2,400.00 _S1_ 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9987 www.HartmanBaldwin.com Final Proposal Segerstrom Residence Page 2 License#: 653340 Description of Work Bid Price Drainage All labor and material to install 200 In ft 4" ADS drain lines, dig pits, hook up and install ADS drywell unit, and backfill with gravel. $12.553.34 Retro -fit foundation All labor and material for excavation, installation of re -bar, and shotcrete retro fit foundation system, inside perimeter of existing footings. $33,525.00 Concrete slab work All labor and material for removal and installation of new front entry porch and steps. $8,850.00 Brick Veneer Allowance for labor and material to repoint all brick veneer joints. $17,243.75 Waterproofing All labor and material for installation of Westcoat ALX waterproofing system at exterior deck. $3.875.00 Rough Hardware All material for rough hardware atjoist, concrete and sill plates, T brackets at existing post and girders, A35, A34, H2 at new block and existing joist, and epoxy for all thread at concrete UFP hold downs. $2.926.50 Gable Vents All labor and material for installation of gable vent re screens at house, workshop, and garage. S2_ Final Proposal Segerstrom Residence Page 3 License* 653340 Description of Work Bid Price 032.50 Structural Carpentry Install All labor to set structural sill plate in place for retro fit foundation and shear all cripple walls in crawl space. Includes installation of structural hardware at all necessary structural timber connections. $9,600.00 Structural Carpentry Material All material for installation of structural carpentry. $1,357.50 Bookshelves/Shelving All labor and material for installation of hardwood cabinetry at sitting room. $7,560.98 Cabinet Hardware Allowance for labor and material for installation of cabinet knobs and pulls at sitting room. $115.00 Cabinet Finish All labor and material for book shelving finish. $1,170.00 Exterior Siding Install All labor for installation of exterior siding at new rake wall z -bar flashing locations. $2,250.00 Exterior Siding Material Cost of redwood siding material. Final Proposal Segerstrom Residence Page 4 Description of Work Decking/Railing Material Allowance for labor and material of wood repair at back entry deck. Roofing All labor and material for installation of Cambridge Riviera Red asphalt shingle roofing system with (1) ply application of shark skin comp synthetic felt. License#: 653340 I Bid Price $900.00 145.00 Gutters and Downspouts All labor and material for installation of new gutters and down spouts at house, and front of garage. $3,465.00 Exterior Door Material Allowance for (1) new exterior second floor deck door. $1,950.00 Window Rescreen All labor and material to re -screen (35) windows and (2) sidelights. Includes screening and new aluminum frames. $2.475.00 Exterior Door Installation All labor for installation of exterior deck door. $652.50 Door Repair Allowance for labor and material to repair (2) exterior doors, and (3) interior doors. Includes disassembly, planing and sanding, caulking, epoxy restoration at rotted joints, lubrication, and weather-stripping. $3.915.00 Final Proposal Segerstrom Residence Page 5 License* 653340 Description of Work Bid Price Window Repair All labor and material to repair (38) existing windows, (2) sidelights and (5) exterior storm windows. Includes disassembly, planing and sanding, new rope and balancer, caulking, epoxy restoration at rotted joints, re -weighting, lubrication, and weather-stripping. Drywall All labor and material for installation of drywall skim coat and texture at walls and ceiling throughout house. Includes patches at kitchen and bathroom locations. 4L 40$41/aA/Ce-, $29,625.00 $26,550.00 Interior Painting All labor and material to prep, mask, prime, and paint interior ceilings, walls, trim, kitchen and bath cabinets. Existing stain and natural wood trim not bid at this time. $46,280.00 Exterior Painting All labor and material for exterior painting at windows, doors, siding, and eaves. Includes both detached garage and workshop. $33,800.00 Deck Railing All labor and material for removal and reinstallation of second floor deck railing to allow for new waterproofing. $1,926.00 Rough & Finish Plumbing All labor and material for all rough and finish plumbing at first and second floor. Includes new drain lines, supply lines, sink drains and traps connected to existing vents, new pressure regulator and hose bib, and electric water heater. Existing sewer and water Final Proposal Segerstrom Residence License#:653340 Page 6 of 6 Description of Work Bid Price main outside of house to remain. Electrical Wiring and Install All labor and material for electrical inspection and repair of existing fixtures. Includes a 20 amp water heater GFCI on convenient circuit, (1) GFCI at existing junction box in downstairs bath and (1) GFCI at existing junction box in kitchen. Supervision Supervision of project by Project manager and Lead Carpenter which includes ordering and scheduling delivery of materials, coordinating with Subcontractors and Project Architect, quality control and weekly meetings with Client. Subtotal Profit 10% Grand Total This estimate is for the construction costs; Part III of Project Cost Summary. Please refer to Project Cost Summary for total project costs. Architectual Fee Landscape, Irrigation and Hardscape Allowance Contingency Total $45,791.20 $2,340.00 $273900.00 $392,000.99 $39,200.10 $431,201.09 $ 30,000.00 200,000.00 . 25,000.00 $ 686,201.09 Segerstrom Ranch House Renovation Cost - General Condition 13950 Temp Bin This will be change order 17 2262.72 Temp Facilities 720 Demolition 4320 Protection 1950 Excavation 2400 Drainage 12553.34 Retro -fit foundation 33525 Concrete slab - porch 8850 Brick Veneer 17243.75 Waterproofing 3875 Rough hardware 2926.5 Gable Vents 2032.5 Structural Carpentry 9600 Structural Carpentry 1357.5 Bookshelves 7560.98 Cabinet Hardware 115 Cabinet Finish 1170 Exterior Siding 2250 Exterior Siding 624 Decking / Railing 1926 Roofing 35145 Gutters and Downspouts 3465 Exterior Door 1950 Window Rescreen Haven't done this yet 2475 Exterior Door Install 652.5 Door Repair 3915 Window Repair 29625 Drywall 26550 Interior Painting 46280 Tota I - Sprinklers Water Cop New sewer line Additional sprinkler heads per City New crawl space doors Additional electrical - groundng Replace switches Additional footings at pourch Slope deck and mounting blocks Veneer front door Refinish floors and stairs Clean all interior woodwork Period appropirate lighting Permit for sprinkler system Chimney Cap (not signed yet) Does not include new light fixutres and I can't find the on -demand water heater. 33800 1926 45791.2 2340 27900 39200.1 27743.87 4125 929 7558.5 1376 545 2933 5125 5097.61 1358 10118 4480 7683 253 572 512124.1 Exterior Painting Deck Railing Rough & Finish Carpentry Electrical Wiring Supervision Profit Change Order 1 Change Order 2 Change Order 3 Change Order 4 Change Order 5 Change Order 6 Change Order 7 Change Order 8 Change Order 9 Change Order 10 Change Order 11 Change Order 12 (� Change Order 13 �\ Change Order 14 1 Change Order 15 Tota I - Sprinklers Water Cop New sewer line Additional sprinkler heads per City New crawl space doors Additional electrical - groundng Replace switches Additional footings at pourch Slope deck and mounting blocks Veneer front door Refinish floors and stairs Clean all interior woodwork Period appropirate lighting Permit for sprinkler system Chimney Cap (not signed yet) Does not include new light fixutres and I can't find the on -demand water heater. 33800 1926 45791.2 2340 27900 39200.1 27743.87 4125 929 7558.5 1376 545 2933 5125 5097.61 1358 10118 4480 7683 253 572 512124.1 CITY OF COSTA MESA, BUILDING SAFETY DIVISION POST IN CONSPICUOUS PLACE ON THE JOB RESIDENTIAL Schedule inspection one workday in advance. To schedule inspections, call (714) 754-5626. Provide the following information: 1) Permit number, 2) Job address, 3) Inspection item number. Building Address: �7 17 ir'1 8t ..' Owner: C..i `>CZt"'v—;sn'yr;u..1 Building Permit W. - ( jC, f Electrical Permit #: Contractor: O j Mechanical Permit #: Plumbing Permit* Job Description �x j 1� p Z NEW ADD ALTER REPAIR MOVING DEMOLISH ISSUE OAT G r, �ElSaI((- el T-. PERMITS EXPIRE 180 DAYS (6 MONTHS) FROM ISSUANCE OR LAST INSPECTION APPROVALSCONSTRUCTION Item # STRUCTURAL Date Inspector Item # POOL & SPA Date Inspector 3 Job Site Consult 94 Pool & Equipment Location 4 Footings I Ufer Ground 96 Steel Reinforcement 6 Slab 100 Electrical Bonding 8 Structural Floor 102 Rough Plumb & Pressure Test 11 Pre -Inspect Roof 104 Approval to Cover - Gunite 12 Roof Sheathing / Building Height 106 Elec Conduit - Underground 14 T -Bar Ceiling -Structural 108 Gas Pipe I Underground Test 16 18 Shear Panel Frame - Flashing - Disabled Access 110 Backwash Lines, P -Trap, Underground 20 Lathing & Siding 112 Approval to Deck 22 Insulation 116 Pool Plumbing System - Final 24 Drywall Nailing 118 Pool Electrical - Final 26 Plaster Brown Coat 122 Fencing I Access / Alarms Approval 30 Pre -Grout 124 Approval for Plastering 31 NPDES/BMP 126 Pool I Spa Systems - Final 33 Disabled Access 'I APPROVALFIRE DEPARTMENT 1610 Overhd Hydro / Overhd Rough I/ / 7 /4; c� ELECTRICAL 1612 Dry Chemical 36 Ufer Ground 79_� 1614 Dry Standpipe J jq 7 37 Elec Equip. 1616 Final - Fixed System -7 - )x - 38 Elec Conduit - Underground 44 45 46 46 48 Rough Elec - Wiring Subpanels Rough Elec. Conduit Elec T -Bar Ceiling FINAL INSPECTIONS (Must be completed prior to requesting Call (714) 7545626 for the following: 2001 Final Re -Roof occupancy.) Date .- Inspector 50 Elec Power Final / Meter Release 201 1 Final Block / Retaining Wall 51 Temp Power Final 2031 Final Sign 204 Final Demolition 206 Final Mechanical PLUMBING & MECHANICAL 208 Final Plumbing 52 Soil Pipe - Underground 210 Final Electrical 53 54 Shower Pan Water Pipe - Underground Call (714) 327-7400 for the following: 212 Final Fire Prevention Date _``,' .x ,1 , 17, Inspector C 55 62 63 64 66 Underground Gas Rough Plumbing - Disabled Access Prewrap Rough Mechanical Rough - Factory Fireplace Prior to requesting a rough or final building permit inspection obtain release from Public Services with proof of Authorized Waste Hauler. Call (714) 754-5028. Call (714) 7545025 two (2) working days prior to final. Date Engineer 216 1 Final Public Svs. Dept. Approval 72 90 Gas Pipe - Rough Gas Pipe Test - Final Call (714) 7545245 for the following: 220 1 Final Planning Approval Date Inspector 92 Water Service - Final Call (714) 7545626 for the following: 222 Final Site Date Inspector 250 1 Final Building / Occupancy j NOTES: SEE REVERSE Ii INNOVATE. INFORM. INSPIRE. Statement/Invoice Statement Date: 05/16/2016 Terms: Due upon receipt Billed To: Segerstrom, CJ, & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: 669 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance i 7296 03/21/2016 P1 Feas Study Frog Billing 5,985.00 5,985,00 Amount Due $b,9B5.00 Programming, site measure and as -built drawings. This is a progress billing for the as-bullt drawings which are approximately 90% complete Thank you for your prompt payment I Y APPROI./-LL I`ns r',11-1/iMENT VERIFIEDAM0:1,'. CONSTR. C001 ',ATE CONTROLLER T CODING/COMMENTS 141/ /30cc/, iOaoo Z. 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9907 wvvw.HartmanBaidwin.com H A RT M A N Hartman Baldwin Design Build Sof4. 4 100 West Foothill Blvd B A L D W I N Claremont, CA 91711 d e s i g n i b u i l d (909) 621.6296 • tax (909) 6219967 HartmanBaldvvir=m License: 653340 Progress Billing Application: Prog Bill #1 Period: 08/15/2016 Owner: Segerstrom, C.J. & Sons Job Location: Segerstrom Residence 3315 Fairview Road 3315 Fairview Road Costa Mesa CA 92626 Costa Mesa CA 92626 Application For Payment On Contract Contractor's Certification of Work Original Contract ...................................... 431,201.09 Net Change by Change Orders ................ 31,868.87 Contract Sum to Date ............................... 463,069.96 Total Complete to Date ............................ 135,005.15 Total Retained .......................................... 13,500.51 Total Earned Less Retained .................... 121,504.64 Less Previous Billings .............................. 0.0D Current Payment Due ............................. 121,504.64 Balance on Contract ................................. 341,565.32 The undersigned contractor certifies that, to the best of the contractor's knowledge, the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Contractor: Bill Baldwin Date: 08/15/2016 Terms: Invoices are due and payablefrom the date of invoice. All overdue amounts will be charged a service charge of 0.00 % per anum. Please make checks payable to: HartmanBaldwin, Inc. Thank you for your prompt payment. edK VEMFIEDAFJ0--:7'.;4-1. Sof4. 4 ' CONSTR. `— CONTROLLER , CAi E 1(� ► { CODING/COivtIN_NTS iCYX. t31 _�mooz•� Terms: Invoices are due and payablefrom the date of invoice. All overdue amounts will be charged a service charge of 0.00 % per anum. Please make checks payable to: HartmanBaldwin, Inc. Thank you for your prompt payment. edK PROGRESS BILLING Schedule of Work Completed Description of Work Scheduled Changes 11000.000 General Conditio 13,950.00 16500.000 Temp Bin 2,262.72 18000.000 Temp Facilities 720.00 21000.000 Demolition 4,320.00 21750.000 Protection 1,950.00 22500.000 Excavation 2,400.00 23000.000 Drainage 12,553.34 29065.000 Retro -fit foundab 33,525.00 32000.000 Concrete slab w 8,850.00 42028.000 Brick Veneer 17,243.75 42030.000 Waterproofing 3,875.00 52000.000 Rough Hardware 2,926.50 57570.000 Gable Vents 2,032.50 61000.000 Structural Carpe 9,600.00 62000.000 Structural Carpe 1,357.50 64350.000 Bookshelves/Sh 7,560.98 64500.000 Cabinet Hardwar 115.00 1 65000.000 Cabinet Finish 1,170.00 68050.000 Exterior Siding In 2,250.00 68055.000 Exterior Siding M 624.00 69250.000 Decking/Railing 900.00 73000.000 Roofing 35,145.00 74000.000 Gutters and Dow 3,465.00 81020.000 Exterior Door Ma 1,950.00 81024.00D Window Rescree 2,475.00 82020.000 Exterior Door Inst 652.50 82080.000 Door Repair 3,915.00 85300.000 Window Repair 29,625.00 91000.000 Drywall 26,550.00 Contract 13, 950.00 2,262.72 720.00 4,320.00 1,950.00 2,400.00 12,553.34 33,525.00 8,850.00 17,243.75 3,875.00 2,926.50 2,032.50 9,600.00 1,357.50 7,560.98 115.00 1,170.00 2,250.00 624.00 900.00 35,145.00 3,465.00 1,950.00 2,475.00 652.50 3,915.00 29,625.00 26,550.00 Application: 1 Period= 08/15/2016 Previous Current Comp. Stored Mat Total Comp. % 4,185.00 4,185.00 30.00 339.41 339.41 15.00 Page 2 1,296.00 2,400.00 9,415.01 33,525.00 4,425.00 2,926.50 7,200.00 1,018.13 3,780.49 1,949.33 1,296.00 30.00 2,400.00 100.00 9,415.01 75.00 33,525.00 100.00 4,425.00 50.00 2,926.50 100.00 7,200.00 75.00 1,018.13 75.00 3,780.49 50.00 1,949.33 6.58 Balance . Retained 9,765.00 416.50 1,923.31 33.94 720.00 3,024.00 129.60 1,950.00 240.00 3,138.33 941.50 3,352.50 4,425.00 442.50 17,243.75 3,875.00 292.65 2,032.50 2,400.00 339.37 3,780.49 115.00 1,170.00 2,250.00 624.00 900.00 35,145.00 3,465.00 1,950.00 2,475.00 652.50 3,915.00 27,675.67 26, 550.00 720.00 101.81 378.05 194.93 PROGRESS BILLING Schedule of Work Completed Application: 1 Period: 08/15/2016 Description of Work Scheduled Changes Contract Previous Current Comp. Stored Mat Total Comp. % Balance Retained 91050.000 Interior Painting 46,280.00 46,280.00 46,280.00 93050.000 Exterior Painting 33,800.00 33,800.00 16,900.00 16,900.00 50.00 16,900.00 1,590.00 100520.000 Deck Railing 1,926.00 1,926.00 1,926.00 151000.000 Rough & Finish 45,791.20 45,791.20 18,316.48 18,316.48 40.00 27,474.72 1,831.65 161000.000 Electrical Wirin 2,340.00 2,340.00 2,340.00 181000.000 Supervision 27,900.00 27,900.00 8,370.00 8,370.00 30.00 19,530.00 837.00 300001.000 Profit 39,200.10 _ 39,200.10 11,760.03 11,760.03 30.00 27,440.07 1,176.00 400001.000 Change Order 27,743.87 27,743.87 5,548.77 5,548.77 20.00 22,195.10 554.88 400002.000 Change Order 4,125.00 4,125.00 1,650.00 1,650.00 40.00 2,475.00 165.00 Totals: 431,201.09 31,868.87 463,069.96 135,005.15 135,005.15 29.15 328,064.81 13,500.51 Page 3 of 3 Conditional Waiver and Release Upon Progress Payment Instructions 1. When Given: May be given its exchange for, or in order to induce payment of a progress payment and the claimant is not, its fact, paid in exchange for the waiver and release or a single payee check or joint payee check is given in exchange for the waiver and release, (CC Sec, 3262d1). 2. By Whom Given: Given by the person expecting payment in exchange for the release of any lien, stop notice or bond rights. Evidence of payment may be by the claimant's endorsement on a single or joint payee check which has been paid by the bank upon which it was drawn or by written acknowledgment of payment given by the claimant. (CC Sec. 3262a). 3. To Whom Given: The release may be given to the Maker of the check. In most instances the Makerwill be the owner, lender or original contrac- tor, 5. How Given: The code section does not specify method of delivery. The code section does not require the form to be notarized, 6. How Many Given: Conditional Waiver and Release Upon Progress Payment docu- ments maybe given throughout the course of thejob in exchange for progress payments. Conditional Waiver and Release Upon Progress Payment CALIFORNIA CIVIL CODE SECTION 3262 (d)(1) Maker of Check Upon receipt by the undersigned of a check from Amount of Check in the sum of S payable to: — Payee or Payees of Check and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the Owner of Job undersigned has on the job of located at Description of Job to the following extent. This release covers a progress payment for labor, services, equipment, or Your Customer material furnished to' Date that the check amount encompasses: Be sure to Include any through shipments made through that date that you may not yet have Invoiced. only and does not cover any retentions retained before or after the release date; extras furnished before the release date for which payment has not been received; extras or items furnished after the release date. Rights based upon work performed or items furnished under a written change order which has been fully executed by the parties prior to the release date are covered by this release unless specifically reserved by the claimant in this ielease. This release of any mechanics' lien, stop notice, or bond right shall not otherwise affect the contract rights, including rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compen- sation for furnished labor, services, equipment, or material covered by this release if that furnished labor, services, equipment, or material was not compensated by the progress payment. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Dated: Date Executed Your Company Name By Title of Signatory NOTE; CWD. CODE 3262 (d)(r) PROVIDES: Where the clafmant is rein red to execute a waiver and release in "change for, or fn on induce the payment of, a progress payment and the clainrn d is not, in fact, paid Lr a change for ilia nniver and release or a single payee john payee cltack is given in exchange fur the waiver and release, the waiver and release shall follow substantially the form set forth a! Conditional Waiver and Release Upon Progress Payment CALIFORNIA CIVIL CODE SECTION 3262 (d)(1) Upon receipt by the undersigned of a check from C.J. Segerstrom & Sons in the sum of $ 121 504.64 payable to: HartmanBaldwin Inc. and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the undersigned has on the job of C J Se erstrom & Sons located at 3315 Fairview Road, Costa Mesa CA 92626 to the following extent. This release covers a progress payment for labor, services, equipment, or material furnished to C.7. Segerstrom & Sons through 07-31-2016 only and does not cover any retentions retained before or after the release date; extras furnished before the release date for which payment has not been received; extras or items furnished after the release date. Rights based upon work performed or items furnished under a written change order which has been fully executed by the parties prior to the release date are covered by this release unless specifically reserved by the claimant in this release. This release of any mechanics' lien, stop notice, or bond right shall not otherwise affect the contract rights, including rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compen- sation for furnished labor, services, equipment, or material covered by this release if that furnished labor, services, equipment, or material was not compensated by the progress payment. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Dated: 8/15/2016 HartmanBaldwin Inc. gy Claudia Pearson NOTE: CIVIL CODE 3262 (d)(1) PROVIDES: Where the clahnant is requ/red to erecule a waiver and release in exchange for, or in order to Induce the payment of, a progress payment and the clabnant is not, in fact, paid in exchangefor the waiver and release or a single payee check or joint payee check is given in exchange for the waiver and release, the waiver and release shall follow substantially the foror set forth above. INNOVATE. INFORM. INSPIRE. Statement/invoice Statement Date: 05/1612016 Terms: Due upon receipt Billed To: Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: 869 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance 7380 05116/2016 Pi Feas Study Prog Billing 2,730.00 2,730.00 Thank you for your prompt payment I ERIIIE 36 L 2TET11- COU` .2-0N—TRO L-Lff CODING/COMMENTS Amount Due $2,730.00 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9987 www.HartmanBaidwin.com IINNOVATE, INFORM. INSPIRE. Statementlinvoice Statement Date: 08/10/2016 Terms: Due upon receipt Billed To: Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: J�A11kf� fj�DyS�i 869 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance 7538-A 08/10/2016 Architectural 7,245.00 7,245.00 Amount Due $7,245.00 Notes: Per the Project Cost Summary documented date 5/4/16, invoice 7538-A Is the second Working Orawings invoice. Thank you for your prompt payment ! PAYMENT VERIFIE_DANfc;+.,v� 7 �_ CONSTR. CONTROL LER_ �LjA] E� L CODING/COMMENTS M - ='-� ;-- 10 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9987 www.Hartman8aidwln.com II I INNOVATE, INFORM. INSPIRE. Statement/invoice Statement Date: 07/26/2016 Terms: Due upon receipt Billed To: Segerstrom, CJ & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: ~9* I*A%& 869 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance 7494-A 07/2612016 Architectural 7,245.00 7,245.00 Amount Due $7,245.00 Notes: A Cv Per the Project Cost Summary documented date 5/4/16, Invoice 7494-A Is the first Working Drawings Invoice. Thank you for your prompt payment 1 VERIFIEDA I0. - — I.E{TE _CONSTR, COGS - CONI1101- 11 ;ATEg CODINGIC01010ENTS 100 West Foothill Blvd., Claremont, CA 91711 T 909,670.1344 F 909.621.9987 i www.Hartman8aldwin.com 100 W. Foothill Blvd. Claremont, CA 91711 909-621-6296 License#: 653340 www.hartmanbaldwin.com Reimbursable & Consultant Billing 08/30/2016 Billing Through: 08/30/2016 Record# Vendor Date Description Cost Amount 869 Segerstrom 17.100 Reimbursables 351134 68 Central Blueprint Service 05/10/2016 blueprints 353015 68 Central Blueprint Service 06/14/2016 blueprints 353058 68 Central Blueprint Service 07/01/2016 blueprints 355785 1627 Aaron Brothers 08/12/2016 Ext, Paint Pres. Board 355805 68 Central Blueprint Service 08/09/2016 blueprints 17.100 Consultant Expenses 354793 1718 David Beckwith and Assocl 06/13/2016 r � i iMI aNI VERIFIED AIvIC; jp Z ..,_._ CONSIll. GO(:; C_ON1Ti0_LLER CODING/COMNIEN I' struc & drainage plan -- 6q- 150.16 43.53 281.11 16.68 10.81 Subtotal: 502.29 6,500.00 Subtotal: 6,500.00 Invoice Total: 6,002.29 /I PPAO vc-ot> i Statement/Invoice Statement Date: 08/30/2016 Terms: Due upon receipt Billed To: Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: 869 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance 7296 03/21/2016 P1 Feas Study Prog Billing 5,985.00 ✓5,985.00 Paid 7380 05/16/2016 P1 Feas Study Prog Billing 2,730.00 t.— 2,730.00 7494-A 07/26/2016 Architectural 7,245.00 r 7,245.00 7538-A 08/10/2016 Architectural 7,245.00 ✓ 7,245.00 7559 -Reim 08/30/2016 Reimbursables & Consultants Exp. 6,002.29 aL 6,002.29 Amount Due $23,222.29 Note: Please see attached for list of reimbursables and Consultant expenses on Invoice 7559 -Reim. Thank you for your prompt payment 1 H A R T M A N Hartman Baldwin Design Build loo West Foothill Blvd. B A L D W I N Claremont, CA 91711 design/build (909) 621.6296 • fax (909) 621-9987 HartmanBaldv irLcom License= 653340 Owner. Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Job Location: Segerstrom Residence 3315 Fairview Road Costa Mesa CA 92626 Application For Payment On Contract Original Contract......... 6 ............................ 431,201.09 Net Change by Change Orders ................ 31,868.87 Contract Sum to Date ............................... 463,069.96 Total Complete to Date ............................ 260,862.13 Total Retained .......................................... 26,086.22 Total Earned Less Retained .................... 234,775.91 Less Previous Billings .............................. 121,504.64 Current Payment Due ............................. 113,271.27 Balance on Contract ................................. 228,294.05 Terms: 0.00 ITh4nlA Progress Billing Application: Prog Bill #2 Period: 09/06/2016 Contractor's Certification of Work The undersigned contractor certifies that, to the best of the contractor's knowledge, the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Contractor. Bill Baldwin VERIFIED I C PJST rC:;°t' Date: 09/06/2016 %ices are due and payab/efrom the date of invoice. All overdue amounts will be charged a service charge of per anum. Please make checks payable to: Hartman Baldwin, Inc. �u fo our prompt payment. �1 PROGRESS BILLING Schedule of Work Completed Description of Work Scheduled 11000.000 General Conditio 13,950.00 16500.000 Temp Bin 2,26272 18000.000 Temp Facilities 720.00 21000.000 Demolition 4,320.00 21750.000 Protection 1,950.00 22500.000 Excavation 2,400.00 23000.000 Drainage 12,553.34 29065.000 Retro -fit foundati 33,525.00 32000.000 Concrete slab w 8,850.00 42028.000 Brick Veneer 17,243.75 42030.000 Waterproofing 3,875.00 52000.000 Rough Hardware 2,926.50 57570.000 Gable Vents 2;032.50 61000.000 Structural Carpe 9,600.00 62000.000 Structural Carpe 1,357.50 64350.000 Bookshelves/Sh 7,560.98 64500.000 Cabinet Hardwar 115.00 65000.000 Cabinet Finish 1,170.00 68050.000 Exterior Siding In 2,250.00 68055.000 Exterior Siding M 624.00 69250.000 Decking/Railing 900.00 73000.000 Roofing 35,145.00 74000.000 Gutters and Dow 3,465.00 81020.000 Exterior Door Ma 1,950.00 81024.000 Window Rescree 2,475.00 82020.000 Exterior Door Inst 652.50 82080.000 Door Repair 3,915.00 85300.000 Window Repair 29,625.00 91000.000 Drywall 26,550.00 Application: 2 Period: 09/06/2016 Changes Contract Previous Current Comp. Stored Mai Total Comp. % Balance Retained 13,950.00 4,185.00 2,790.00 6,975.00 50.00 6,975.00 697.50 2,262.72 339.41 565.68 905.09 40.00 1,357.63 90.51 720.00 720.00 4,320.00 1,296.00 2,592.00 3,888.00 90.00 432.00 388.80 1,950.00 390.00' 390.00 20.00 1,560.00 39.00 2,400.00 2,400.00 2,400.00 100.00 240.00 12,553.34 9,415.01 3,138.33 12,553.34 100.00 1,255.33 33,525.00 33,525.00 33,525.00 100.00 3,35250 8,850.00 4,425.00 4,425.00 50.00 4,425.00 442.50 17,243.75 5,173.13 5,173.13 30.00 12,070.62 517.31 3,875.00 3,875.00 2,926.50 2,926.50 2,926.50 100.00 29265 2,032.50 406.50 406.50 20.00 1,626.00 40.65 9,600.00 7,200.00 2,400.00 9,600.00 100.00 960.00 1,357.50 1,018.13 339.37 1,357.50 100.00 135.75 7,560.98 3,780.49 3,780.49 50.00 3,780.49 378.05 115.00 115.00 1,170.00 1,170.00 2,250.00 1,687.50 1,687.50 75.00 562.50 168.75 624.00 468.00 468.00 75.00 156.00 46.80 900.00 900.00 35,145.00 33,387.75 33,387.75 95.00 1,757.25 3,338.78 3,465.00 3,465.00 1,950.00 1,950.00 2,475.00 2,475.00 652.50 65250 3,915.00 3,915.00 29,625.00 1,949.33 1,949.33 6.58 27,675.67 194.93 26,550.00 7,965.00 7,965.00 30.00 18,585.00 796.50 Page 2 PROGRESS BILLING Application: 2 Period: 09/06/2016 Schedule of Work Completed Description of Work Scheduled Changes. Contract Previous Current Comp. Stored Mat. Total Comp. % Balance Retained 91050.000 Interior Painting 46,280.00 46,280.00 46,280.00 93050.000 Exterior Painting 33,800.00 33,800.00 16,900.00 16,900.00 50.00 16,900.00 1,690.00 100520.000 Deck Railing 1,926.00 1,926.00 1,926.00 151000.000 Rough & Finish 45,791.20 45,791.20 18,316.48 22,895.60 41,212.08 90.00 4,579.12 4,121.21 161000.000 Electrical V1lidn 2,340.00 2,340.00 1,170.00 1,170.00 50.00 1,170.00 117.00 181000.000 Supervision 27,900.00 27,900.00 8,370.00 8,370.00 16,740.00 60.00 11,160.00 1,674.00 300001.000 Profit 39,200.10 39,200.10 11,760.03 7,448.02 19,208.05 49.00 19,992.05 1,920.81 400001.000 Change Order 27,743.87 27,743.87 5,548.77 22,195.10 27,743.87 100.00 2,774.39 400002000 Change Order 4,125.00 4,125.00 1,650.00 2,475.00 4,125.00 100.00 412.50 Totals: 431,201.09 31,868.87 463,069.96 135,005.15 125,856.98 260,862.13 56.33 202,207.83 26,086.22 Page 3 of 3 Conditional Waiver and Release Upon Progress Payment CALIFORNIA CIVIL CODE SECTION 3262 (d)(1) Upon receipt by the undersigned of a check from C.J. Segerstrom & Sons in the sum of $ 113 271.27 payable to: HartmanBaldwin Inc. and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the undersigned has on the job of. C J Segerstrom & Sons located at 3315 Fairview Road Costa Mesa CA 92626 to the following extent. This release covers a progress payment for labor, services, equipment,.or material furnished to C J Segerstrom & Sons through 08-31-2016 only and does not cover any retentions retained before or after the release date; extras furnished before the release date for which payment has not been received; extras or items furnished after the release date. Rights based upon work performed or items furnished under a written change order which has been fully executed by the parties prior to the release date are covered by this release unless specifically reserved by the claimant in this release. This release of any mechanics' lien, stop notice, or bond right shall not otherwise affect the contract rights, including rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compen- sation for furnished labor, services, equipment, or material covered by this release if that furnished labor, services, equipment, or material was not compensated by the progress payment. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Dated: 9/6/2016 HartmanBaldwin Inc. By Claudia Pearson NOTE: CIVIL CODE 3262 (d)(1) PROVIDES: Where the clah»ant is required to execute a wal ver and release in exchange for, or hr order to induce the payment of, a progress paynrenl and the clahnant is not, in fact, paid in exchange for the tival ver and release or a single payee check or joint payee check is given hi exchange for lire waiver and release, the waiver and release shall follow substantially deform set forth above. HartmanBaldwin, Inc. 100 W. Foothill Blvd. Claremont CA 91711 909 621-6295 License: 653340 Progress Billing Application: 3 Period: 10/06/2016 Owner: Segerstrom, C.J_ & Sons Job Location: Segerstrom Residence 3315 Fairview Road 3315 Fairview Road Costa Mesa CA 92626 Costa Mesa CA 92626 Application For Payment On Contract Contractor's Certification of Work Less Previous Billings .............................. 234,775.91 Current Payment Due ............................. 109,525.78 The undersigned contractor certifies that, to the best of the contractor's knowledge, the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Contractor: Bill Baldwin Balance on Contract ................................. 13 9.77 V9 �. Date: 10-14-16 CONCROUEF — -Flo. =/6 i COD;N1GXCh1 ENTS Terns: Invoices are due and payable from the date of invoice. All overdue amounts will be charged a service charge of 0.00 % per annum. Please make checks payable to: HartmanBaldwin, Inc. Thank you for your prompt payment Original Contract ...................................... 431,201.09 Net Change by Change Orders ................ 45,210.37 Contract Sum to Date ............................... 476,411.46 Total Complete to Date ............................ 382,557.44 i Total Retained .......................................... 38,255.75 Total Earned Less Retained .................... 344,301.69 Less Previous Billings .............................. 234,775.91 Current Payment Due ............................. 109,525.78 The undersigned contractor certifies that, to the best of the contractor's knowledge, the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Contractor: Bill Baldwin Balance on Contract ................................. 13 9.77 V9 �. Date: 10-14-16 CONCROUEF — -Flo. =/6 i COD;N1GXCh1 ENTS Terns: Invoices are due and payable from the date of invoice. All overdue amounts will be charged a service charge of 0.00 % per annum. Please make checks payable to: HartmanBaldwin, Inc. Thank you for your prompt payment PROGRESS BILLING Schedule of Work Completed Description of Work Scheduled 11000.000 General Conditio 13,950.00 16500.000 Temp Bin 2,262.72 18000.000 Temp Facilities 720.00 21000.000 Demolition 4,320.00 21750.000 Protection 1,950.00 22500.000 Excavation 2,400.00 23000.000 Drainage 12,553.34 29065.000 Retrofit foundati 33,525.00 32000.000 Concrete slab w 8,850.00 42028.000 Brick Veneer 17,243.75 42030.000 Waterproofing 3,875.00 52000.000 Rough Hardware 2,926.50 57570.000 Gable Vents 2,032.50 61000.000 Structural Carpe 9,600.00 62000.000 Structural Carpe 1,357.50 64350.000 Bookshelves/Sh 7,560.98 64500.000 Cabinet Hardwar 115.00 65000.000 Cabinet Finish 1,170.00 68050.000 Exterior Siding In 2,250.00 58055.000 Exterior Siding M 624.00 69250.000 Decking/Railing 900.00 73000.000 Roofing 35,145.00 74000.000 Gutters and Dow 3,465.00 81020.000 Exterior Door Ma 1,950.00 81024.000 Window Rescree 2,475.00 82020"000 Exterior Door Inst 652.50 82080.000 Door Repair 3,915.00 85300.000 Window Repair 29,625.00 91000.000 Drywall 26,550.00 Application: 3 Period: 10/06/2016 Changes Contract Previous Current Comp. Stored Mat. Total Comp. % Balance Retained 13,950.00 6,975.00 3,487.50 10,462.50 75.00 3,487.50 1,046.25 2,262.72 905.09 791.95 1,697.04 75.00 565.68 169.70 720.00 720.00 4,320.00 3,888.00 432.00 4,320.00 100.00 432.00 1,950.00 390.00. 1,072.50 1,462.50 75.00 487.50 146.25 2,400.00 2,400.00 2,400.00 100.00 240.00 12,553.34 12,553.34 12,553.34 100.00 1,255.33 33,525.00 33,525.00 33,525.00 100.00 3,352.50 8,850.00 4,425.00 4,425.00 8,850.00 100.00 885.00 17,243.75 5,173.13 5,173.13 30.00 12,070.62 517.31 . 3,875.00 3,875.00 3,875.DO 100.00 387.50 2,926.50 2,926.50 2,926.50 100.00 292"65 2,032.50 406.50 1,626.00 2,032.50 100.00 203.25 9,600.00 9,600.00 9,600.00 100.00 960.00 1,357.50 1,357.50 1,357.50 100.00 135.75 7,560.98 3,780.49 3,780.49 7,560.98 100.OD 756.10 115.00 115.00 1,170.00 468.00 468.00 40.00 702.00 46.80 2,250.00 1,687.50 562.50 2,250.00 100.00 225.00 624.00 468.00 156.00 624.00 100.00 62.40 900 -DO 900.00 35,145.00 33,387.75 33,387.75 95.00 1,757.25 3,338.78 3,465.00 3,465.00 3,465.00 100.00 346.50 1,950.00 1,950.00 1,950.00 100.00 195.00 2,475.00 2,475.00 652.50 652.50 652.50 100.00 65.25 3,915.00 3,915.00 3,915.00 100.00 391.50 29,625.00 1,949.33 27,675.67 29,625.00 100.00 2,962.50 26,550.00 7,965.00 18,585"00 26,550.00 100.00 2,655.00 Page 2 PROGRESS BILLING Schedule of Work Completed Application: 3 Period: 1010612016 Description of Work Scheduled Changes Contract Previous Current Comp. Stored Mat. Total Comp. % Balance Retained 91050.000 Interior Painting 46,280.00 46,280.00 16,198.00 16,198.00 35,00 30,082.00 1,619.80 93050.000 Exterior Painting 33,800.00 33,800.00 16,900.00 10,140.00 27,040.00 80.00 6,760.00 2,704.00 1D0520.000 Deck Railing 1,926.00 1,926.00 1,926.00 151000.00D Rough & Finish 45,791.20 45,791.20 41,21208 -4,579.12 36,632.96 80.00 9,158.24 3,663.30 161000.000 Electrical Wirin 2,340.00 2,340.00 1,170.00 936.00 2,106.00 90.00 234.00 210.60 181000.000 Supervision 27,900.00 27,900.00 16,740.00 4,185.00 20,925.00 75.00 6,975.00 2,092.50 300001.000 Profit 39,200.10 39,200.10 19,208.05 6,272.02 25,480.07 65.00 13,720.03 2,548.01 400001.000 Change Order 27,743.87 27,743.87 27,74387 27,743.67 100.00 2,774.39 400002.000 Change Order 4,125.00 4,125.00 4,125.00 4,125.00 100.00 412.50 400003.000 Change Order 929.00 929.00 929.00 929.00 100.00 92.90 400004.000 Change Order 7,558.50 7,558.50 7,558.50 7,558.50 100.00 755.85 400005.000 Change Order 1,376.00 1,376.00 1,376.00 1,376.00 100.00 137.60 400006.000 Change Order 545.00 545.00 545.00 400007.000 Change Order 2,933.00 2,933.00 1,759.80 1;759.80 60.00 1,173.20 175.98 Totals: 431,201.09 45,210.37 476,411.46 260,862.13 121,695.31 382,557.44 80.30 93,854.02 38,255.75 Page 3 of 3 Conditional Waiver and Release Upon Progress Payment CALIFORNIA CIVIL CODE SECTION 3262 (d)(1) Upon receipt by the undersigned of a check from C.J. Segerstrom & Sons in the sum of $ 109 525.78 payable to: HartmanBaldwin Inc. and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the undersigned has on the job of C.7. Segerstrom & Sons located at 3315 Fairview Road Costa Mesa CA 92626 to the following extent. This release covers a progress payment for labor, services, equipment, or material furnished to C I Segerstrom & Sons through 09-30-2016 only and does not cover any retentions retained before or after the release date; extras furnished before the release date for which payment has not been received; extras or items furnished after the release date. Rights based upon work performed or items furnished under a written change order which has been fully executed by the parties prior to the release date are covered by this release unless specifically reserved by the claimant in this release. This release of any mechanics' lien, stop notice, or bond right shall not otherwise affect the contract rights, including rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compen- sation for furnished labor, services, equipment, or material covered by this release if that furnished labor, services, equipment, or material was not compensated by the progress payment. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Dated: 10/14/2016 HartmanBaldwin Inc. By Claudia Pearson NOTE: CIVIL CODE 3262 (d)(1) PROVIDES: Where the clainlant is required to execute a waiver and release in exchange far; or in order to induce the paymenl of, a progress payment and the claimant is Prot, fn fact, paid in exchange for the waiver and release or a single payee check or joint payee check is given in exchange for the waiver and release, the waiver and release shall follow subslantially the faun set forth above. y H A R T M A N Hartman Baldwin Design Build 100 West Foothill Blvd. B A L D W I N Claremont, CA 91711 d e s i g n i b u i l d (909) 621-6296 . fax (909) 621.9987 HartmanBaldwinzom License: 653340 Owner: Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Job Location: Segerstrom Residence 3315 Fairview Road Costa Mesa CA 92626 Application For Payment On Contract Original Contract ...................................... 431,201.09 Net Change by Change Orders ................ 74,439.26 Contract Sum to Date ............................... 505,640.35 Total Complete to Date ............................ 505,640.35 Total Retained ......................................... Total Earned Less Retained ................... 1 11 505,640.35 Less Previous Billings .............................. 424,271-72 Current Payment Due ............................. 368.63 Balance on Contract ................................. 0.00 Progress Billing Application: Prog Bill #5 Period: 02/28/2017 Contractor's Certification of Work The undersigned contractor certifies that, to the best of the contractor's knowledge, the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Contractor: Bill Baldwin Date: 03/08/2017 Terms: Invoices are due and payablefrom the date of invoice. All overdue amounts will be charged a service charge of 0.00 % peranum_ Please make checks payable to: HartmanBaldwin, Inc. Thank you for your prompt payment. 7 PROGRESS BILLING Schedule of Work Completed Description of Work Scheduled Changes Contract Previous Current Comp. Stored Mat Total Comp. Application: 5 Period: 02/28/2017 % Balance Retained 11000.000 General Conditio 13,950.00 13,950.00 12,555.00 1,395.00 13,950.00 100.00 16500.000 Temp Bin 2,262.72 2,262.72 2,036.45 226.27 2,262.72 100.00 18000.000 Temp Facilities 720.00 720.00 720.00 720.00 100.00 21000.000 Demolition 4,320.00 4,320.00 4,320.00 4,320.00 100.00 21750.000 Protection 1,950.00 1,950.00 1,950_.00 1,950.00 100.00 22500.000 Excavation 2,400.00 2,400.00 2,400.00 2,400.00 100.00 23000.000 Drainage 12,553.34 12,553.34 12,553.34 12,553.34 100.00 29065.000 Retro -fit foundati 33,525.00 33,525.00 33,525.00 33,525.00 100.00 32000.000 Concrete slab w 8,850.00 8,850.00 8,850.00 8,850.00 100.00 42028.000 Brick Veneer 17,243.75 17,243.75 17,243.75 17,243.75 100.00 42030.000 Waterproofing 3,875.00 3,875.00 3,875.00 3,875.00 100.00 52000.000 Rough Hardware 2,926.50 2,926.50 2,926.50 2,926.50 100.00 57570.000 Gable Vents 2,032.50 2,032.50 2,032.50 2,032.50 100.00 Page 2 s PROGRESS BILLING /application: 5 Period: 02/28/2017 Schedule of Work Completed Description of Work Scheduled Changes Contract Previous Current Comp. Stored Mat. Total Comp. % Balance Retained 61000.000 Structural Carpe 9,600.00 9,600.00 9,600.00 9,600.00 100.00 62000.000 Structural Carpe 1,357.50 1,357.50 1,357.50 1,357.50 100.00 64350.000 Bookshelves/Sh 7,560.98 7,560.98 7,560.98 7,560.98 100.00 64500.000 Cabinet Hardwar 115.00 115.00 115.00 115.00 100.00 65000.000 Cabinet Finish .1,170.00 1,170.00 1,170.00 1,170.00 100.00 68050.000 Exterior Siding In 2,250.00 2,250.00 2,250.00 2,250.00 100.00 68055.000 Exterior Siding M 624.00 624.00 624.00 624.00 100.00 69250.000 Decking/Railing 900.00 900.00 900.00 900.00 100.00 73000.000 Roofing 35,145.00 35,145.00 35,145.00 35,145.00 100.00 74000.000 Gutters and Dow 3,465.00 3,465.00 3,465.00 3,465.00 100.00 81020.000 Exterior Door Ma 1,950.00 1,950.00 1,950.00 1,950.00 100.00 81024.000 Window Rescree 2,475.00 2,475.00 2,475.00 2,475.00 100.00 82020.000 Exterior Door Inst 652.50 652.50 652.50 652.50 100.00 82080.000 Door Repair 3,915.00 3,915.00 3,915.00 3,915.00 100.00 85300.000 Window Repair 29,625.00 29,625.00 29,625.00 29,625.00 100.00 91000.000 Drywall 26,550.00 26,550.00 26,550.00 26,550.00 100.00 1 91050.000 Interior Painting 46,280.00 46,280.00 46,280.00 46,280.D0 100.00 93050.000 Exterior Painting 33,800.00 33,800.00 33,800.00 33,800.00 100.00 100520.000 Deck Railing 1,926.00 1,926.00 1,926.00 1,926.00 100.00 151000.000 Rough & Finish 45,791.20 45,791.20 43,501.64 2,289.56 45,791.20 100.00 161000.000 Electrical Wirin 2,340.00 2,340.00 2,223.00 117.00 2,340.00 100.00 181000.000 Supervision 27,900.00 27,900.00 25,110.00 2,790.00 27,900.00 1D0.00 300001.000 Profit 39,200.10 39,200.10 35,280.09 3,920.01 39,200.10 100.00 400001.000 Change Order 27,743.67 27,743.87 27,743.87 27,743.87 100.00 400002.000 Change Order 4,125.00 4,125.00 4,125.00 4,125.00 100.00 400003.000 Change Order 929.00 929.00 929.00 929.00 100.00 400004.000 Change Order 7,558.50 . 7,558.50 7,558.50 7,558.50 100.00 400005.000 Change Order 1,376.00 1,376.00 1,376.00 1,376.00 100.00 400006.000 Change Order 545.00 545.00 545.00 545.00 100.00 Page 3 PROGRESS BILLING Schedule of Work Completed Application: 5 Period: 02/28/2017 Description of Work Scheduled Changes Contract Previous Current Comp. Stored Mat. Total Comp. % Balance Retained 400007.000 Change Order 2,933.00 2,933.00 1,759.80 1,173.20 2,933.00 100.00 400008.000 Change Order 5,125.00 5,125.00 5,125.00 5,125.00 100.00 400009.000 Change Order 5,097.61 5,097.61 5,097.61 5,097.61 100.00 400010.000 Change Order 1,358.00 1,358.00 1,358.00 1,358.00 100.00 400011.000 Change Order 10,118.00 10,118.00 10,118.00 10,118.00 100.00 400012.000 Change Order 4,480.00 4,480.00 4,480.00 4,480.00 100.D0 400013.000 Change Order 7,683.00 7,683.00 7,683.00 7,683.00 100.00 400014.000 Change Order 253.00 253.00 253.00 253.00 100.00 400015.000 Change Order 572.00 572.00 572.00 572.00 100.00 400016.000 Change Order -3,195.00 -3,195.00 -3,195.00 -3,195.00 100.00 400017.000 Change Order -2,262.72 -2,262.72 -2,262.72 -2,262.72 100.00 Totals: 431,201.09 74,439.26 505,640.35 471,413.03 34,227.32 505,640.35 100.00 Page 4 of 4 0 Conditional Waiver and Release Upon Final Payment CALIFORNIA CIVIL CODE SECTION 3262 (d)(3) Upon receipt by the undersigned of a check from C.J. Segerstrom & Sons in the sum of $ 81,368.63 payable to: Hartman Baldwin Inc. and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the undersigned has on the job of C,J. Segerstrom & Sons located at 3315 Fairview Road, Costa Mesa, CA 92626 This release covers the final payment to the undersigned for all labor, services, equipment or material furnished on the job, except for disputed claims for additional work in the amount of $ 0_00 Before any recipient of this document relies on it, the party should verify evidence of payment to the undersigned. Dated: 3/8/2017 LM Hartman Baldwin Inc. Claudia Pearson (Company Name) (Signalorc) Administration Manager (Tide) NOTE: CIVIL CODE 3262 (d)(3) PROVIDES: Where the claimant is required to execute a waiver and release in exchangefor, or in order to induce payment oj,' a final payment and the claimant is not, in fact, paid in exchange far• the waiver and release or a single payee check orjoiut check is given in exchange for the waiver and release, the walver and release shallfollow substantially the form set forth above. — e l INNOVATE. INFORM. INSPIRE. Statement/invoice Statement Date; 05/19/2017 Terms: Due upon receipt Billed To: Segerstrom, C.J. & Sons 3315 Fairview Road Costa Mesa CA 92626 Project: 869 Segerstrom 3315 Fairview Road Costa Mesa CA 92626 Invoice# Date Description of Work Invoice Amount Amount Paid Balance 7296 03/21/2016 P1 Feas Study Prog Billing 5,985.00 5,985.00 2,730.00 Paid Paid 7380 05/16/2016 P1 Feas Study Prog Billing 2,730.00 7,245.00 7,245.00 Paid 7494-A 07/26/2016 Architectural 7,245.00 7,245.00 Paid 7538-A 08/10/2016 Architectural 6,002.29 6,002.29 Paid 7559 -Reim 08/30/2016 Reimbursables 3,438.75 3,436.75 8055 -AS 05/19/2017 Additional Services Amount Due $3,438.75 Note: 7' Invoice 8055 -AS is for preparing additional plans for the city, as well as for designing a housing for the tankless water heater. Thank you for your prompt payment 1 coN�rnol.l_�ia.. �,_t�tl:.5-12317. cot�INcicoi�lfre��ri :� gro Z? 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9987 www.HartmanBaldwin.com INNOVATE. INFORM. INSPIRE. Client Survey Work Completed: Additional Services We are very interested in getting your feedback. Would you please give us your candid ratings for the following four categories? We will include this questionnaire with each billing to track our progress overtime. Our goal is to achieve excellence in each category. 1 Unsatisfactory, 2 Below Average, 3 Average, 4 Above Average , 5 Excellent 1. Quality of HB's ideas and drawings are: 2. Attention to my needs as a client is: 3, Compliance to Project Schedule is: 4. Communication with me is: 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 What could we do that we are not doing now to improve your satisfaction? Thank You for Your Feedback! 100 West Foothill Blvd., Claremont, CA 91711 T 909.670.1344 F 909.621.9987 This Data For Office Use Only Date: 05/19/2017 Job# 869 Segerstrom 115 Brookman Inv# 8055 -AS www.HartmanBaldwin.com 6 .:'.^^^_ of in { L"I a f �y .r''.Af a^'Zw'W�q:�w,� w._�e �. •xF'...4 �a. :} r.:i fii - r IF•ii�,r-, _siir�a!�'`"� .fir .+N M �wal .1 100L A0 r �fa�Y. � .•; w �' ..kyr,; '+w•, �;. , 4 41 I t r d .v '►�� 7 z > � �_•_ - � �'" R �.� `=,� j :.fit � `�' r '�+:, .. tY lit _w.. "r s + a. sl •u � as .L t y A► - +.r►' T 40 4 , � iw+ ♦ - �Y �t � � � r� ♦: y � * .. '' � �'.�... 3 a. ;� Ir +'� - i `,- ° ae+ ,.:. � w� ata e �' � � �. �� • •x 460 460 �e7 x' `may r �a a '4 'P J`y iR 7v X�0Afit? AW e �"� S •�'' f"'k' `mow► '� _s:..t _ _f ,,�..y .w•r`".rr� t s'" ~ Y _ ///\� y y ii • - r ; �, - `��., � .� off'- '�` s 1 r ` Y - i i r r 3<hr'T � -UP... T ,. f i+ Wr -lop r 3<hr'T � -UP... 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