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HomeMy WebLinkAbout04-10-07 Heritage Preservation Commission Agenda Packetn 2007 Plaques to be Ordered: Name on Plaque Date on Plaque ----------------------------------------------------------------------------------------------------- Local Landmark Plaques (9" wide by 8" high): Cost Pattern setup Cost $200 Almond Hill Circa 1910 $185 Casa de Tesoro 1935 $185 Heritage Orchard Circa 1880 $185 Saratoga Foothill Club 1915 $185 Villa Montalvo 1912 $0 Skip Montalvo for now Warner Hutton House Circa 1896 $185 ---------------------------------------------------------------------------------------------------- Local Plaques Cost $1,125 National Registry Plaques (10" wide by 7" high): ---------------------------------------------------------------------------------------------------- Pattern Setup Cost none Saratoga Village Library AW 2007 $250 Warner Hutton House G4Ga -896 20o�, $189 ----------------------------------------------------------------------------------------------------- National Plaques Cost $439 Total Cost of 7 Plaques: $1,564 41176, Ark I �-7 For its national registry plaques Saratoga will use plaques 10" wide by 7" high as shown below: These plaques will be ordered in annual batches (for a specific designation year). THIS PROPERTY HAS BEEN LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES BY THE UNITED STATES DEPARTMENT OF THE INTERIOR SARATOGA CA ( 2007 +tf C..,-, Ark 1 1-1707 The new Saratoga plaques will be 9" wide by 8" high bronze plaques and will contain the seal of the City of Saratoga. a p a HISTORIC LANDMARK CASA DE TESORO 1935 The new Saratoga plaques will be 9" wide by 8" high bronze plaques and will contain the seal of the City of Saratoga. HISTORIC LANDMARK SARATOGA FOOTHILL CLUB 1915 -flvc,/ 4'ni� 47� The new Saratoga plaques will be 9" wide by 8" high bronze plaques and will contain the seal of the City of Saratoga. r�S)A �y •s. 'p7 HISTORIC LANDMARK WARNER HUTTON HOUSE CIRCA 1896 -{1pv Av, + 20"7 The new Saratoga plaques will be 9" wide by 8" high bronze plaques and will contain the seal of the City of Saratoga. .o� HISTORIC LANDMARK HERITAGE ORCHARD CIRCA 1880 I Page 1 of 1 Shweta Bhatt From: BobLouden @aol.com Sent: Thursday, April 05, 2007 12:27 PM To: Shweta Bhatt Cc: BobLouden @aol.com Subject: Checks for the HPC Landmark Plaques Per our telephone conversations today I will bring to the HPC meeting on Tuesday April 10th a check from the Saratoga Lions Club made out to the City of Saratoga in the amount of $2000. You will then start the procedure to get a check from the City of Saratoga made out t AFM Promotions (Marilyn Marchetti's company) in the amount of $1564 for the first five local plaques plus two national registry plaques. We are not ordering a plaque for Villa Montalvo at this time as we have still not gotten their decision to accept a plaque. In this way the City will have some extra money ($2000 - $1564) to pay for the Villa Montalvo plaque and one or two other plaques if they are ordered later in 2007. - - -Bob Louden, HPC See what's ee at AOL.com. ....... ..... -..._- ..__...... /I°I07 f u /JW y/ wii ou h4 MZ Pqf h f . HPG �s � p hc,� a�-r lu , ��! is � Ghee $ 2000 7*e.- Cr -fi" 04 m s C" • 4%wci / acce fa Aexe, s e Icebmatj TA mee �n l hcecl Ewa � Gh�ks�, G�o� maa/ -� out- fo ph Eatch check ca*t be �ht., 4m o4 782 , 00 Ae r rta+'yli n finds Can W- - / in {-!� acam U e- �v f� Curter pu y a�C 'h �'t � _*e s Pleases 61�' m,2 4/1 0/2007 Gum Than k-s, ,! �-h�_k City of Saratoga HERITAGE PRESERVATION COMMISSION AGENDA (Revised) Date: Tuesday, April 10, 2007 8:30 a.m. Place: Warner Hutton House, 13777 Fruitvale Avenue Type: Regular Meeting — Please meet in the parking lot in front of the Warner Hutton House at 8:30 a.m. and Staff will provide transportation to the site visit under New Business and return to Warner Hutton House by 8:50 a.m. 1. Routine Organization A. Roll Call B. Approval of minutes from March 13, 2007 meeting C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on April 05, 2007 D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. E. Oral Communications — Historic Preservation Commission direction to Staff — Instruction to staff regarding actions on current Oral Communications. 2. Old Business A. Discuss National Registry & Saratoga Landmark Plaques B. Discuss Heritage Orchard Signage 3. New Business A. 8:30 am Site Visit — 14901 Fruitvale Avenue — Determine if proposed addition and modifications to existing historic structure are appropriate. B. Discuss modifications to existing home at 19908 Bella Vista Avenue. C. Discuss Historic Incentives 4. Pending Items A. Historic Resources Inventory B. McWilliams House Renovation C. National Register Applications D. Adopt a Tree Program for the Heritage Orchard E. Update Heritage Ordinance F. Review Oak Street as a Heritage Lane G. Review additional content for Heritage Resources webpage H. Historic Preservation Data Base I. Review list of properties with structures 50 years and over in age 5. Adjournment Adjourn to 8:30 a.m. Tuesday, May 08, 2007, Warner Hutton House, 13777 Fruitvale Avenue. Please advise the Chair if you will be absent from the next scheduled meeting In compliance with the Americans with Disabilities Act, if you are a disabled person and you need a disability - related modification or accommodation to participate in this meeting, please contact the City Clerk's Office at 408.868.1269 or ctclerk @saratoga.ca.us. Requests must be made as early as possible and at least one full business day before the start of the meeting. Any recommendation made by the Heritage Preservation Commission may be appealed to the Planning Commission within 10 days of the date of the decision. The appeal shall be taken by filing with the Secretary of the Planning Commission a written notice and filing fee within 10 days of the date of the decision. Certificate of Posting of Agenda: I, Shweta Bhatt, Assistant Planner for the City of Saratoga, declare that the foregoing agenda for the meeting of the Heritage Preservation Commission of the City of Saratoga was posted at the office of the City of Saratoga, 13777 Fruitvale Ave., Saratoga, CA 95070 and was available for public review at that location. The agenda is also available on the City's website at www.saratoga.ca.us. Signed this 05th day of April 2007 at Saratoga, California. ,0&VAe7;r Shweta Bhatt Assistant Planner City of Saratoga (408) 868 —1266 City of Saratoga HERITAGE PRESERVATION COMMISSION AGENDA Date: Tuesday, April 10, 2007 8:30 a.m. Place: Warner Hutton House, 13777. Fruitvale Avenue Type: Regular Meeting — Please meet in the parking lot in front of the Warner Hutton House at 8:30 a.m. and Staff will provide transportation to the site visit under New Business and return to Warner Hutton House by 8:50 a.m. 1. Routine Organization A. Roll Call B. Approval of minutes from March 13, 2007 meeting C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on April 05, 2007 D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. E. Oral Communications — Historic Preservation Commission direction to Staff — Instruction to staff regarding actions on current Oral Communications. 2. Old Business A. Discuss National Registry & Saratoga Landmark Plaques B. Discuss Heritage Orchard Signage 3. New Business A. 8:30 am Site Visit — 14901 Fruitvale Avenue — Determine if proposed addition and modifications to existing historic structure are appropriate. B. Discuss Historic Incentives 4. Pending Items A. Historic Resources Inventory B. McWilliams House Renovation C. National Register Applications D. Adopt a Tree Program for the Heritage Orchard E. Update Heritage Ordinance F. Review Oak Street as a Heritage Lane G. Review additional content for Heritage Resources webpage H. Historic Preservation Data Base I. Review list of properties with structures 50 years and over in age 5. Adjournment Adjourn to 8:30 a.m. Tuesday, May 08, 2007, Warner Hutton House, 13777 Fruitvale Avenue. Please advise the Chair if you will be absent from the next scheduled meeting In compliance with the Americans with Disabilities Act, if you are a disabled person and you need a disability - related modification or accommodation to participate in this meeting, please contact the City Clerk's Office at 408.868.1269 or ctclerk @saratoga.ca.us. Requests must be made as early as possible and at least one full business day before the start of the meeting. Any recommendation made by the Heritage Preservation Commission may be appealed to the Planning Commission within 10 days of the date of the decision. The appeal shall be taken by filing with the Secretary of the Planning Commission a written notice and filing fee within 10 days of the date of the decision. Certificate of Posting of Agenda: I, Shweta Bhatt, Assistant Planner for the City of Saratoga, declare that the foregoing agenda for the meeting of the Heritage Preservation Commission of the City of Saratoga was posted at the office of the City of Saratoga, 13777 Fruitvale Ave., Saratoga, CA 95070 and was available for public review at that location. The agenda is also available on the City's website at www.saratoga.ca.us. Signed this 05th day of April 2007 at Saratoga, California. Shove 2:;& , Assistant Planner City of Saratoga (408) 868 —1266 City of Saratoga HERITAGE PRESERVATION COMMISSION Date: Tuesday, March 13, 2007 8:30 a.m. Place: Warner Hutton House, 13777 Fruitvale Avenue Type: Regular Meeting — Please meet in the parking lot in front of the Warner Hutton House at 8:30 a.m. and Staff will provide transportation to the site visit under New Business and return to Warner Hutton House by 9:00 a.m. 1. Routine Organization A. Roll Call PRESENT. Commissioners Gomersall, Louden, Marra, McCarty Chair Koepernik and Vice Chair Wyman. ABSENT: Commissioner Kellond. GUESTS: Ms. Kathleen Casey- Coakley, Mr. Chris Kline, Mr. Warren Heid, Mr. Bob Hausmann, Mr. Lon Saavedra, Councilmember Waltonsmith. STAFF PRESENT. Planners Heather Bradley, Chris Riordan, and Shweta Bhatt. B. Approval of minutes from February 13, 2007 meeting — Approved 6 -0. C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on March 08, 2007 — Staff announced this item. D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. • Ms. Kathleen Casey- Coakley encouraged the HPC to file an appeal to City Council in response to the Planning Commission's decision for 14451 Oak Place. • A Commissioner commented that Historic Incentives should be put on the agenda for the next meeting. E. Oral Communications — Historic Preservation Commission direction to Staff — Instruction to staff regarding actions on current Oral Communications. — None. 2. Old Business A. Discuss National Registry & Saratoga Landmark Plaques — Item discussed. Commissioner Koepernik commented that the City Council accepted the $2,000 donation from the Saratoga Lions Club for the plaques at its February ie 07, 2007 meeting and added that the Council would like to formally grant the plaques for the City owned properties. Commissioner Louden passed around bids for the plaques. The Commission passed a motion to accept bids as proposed by a 6 -0 vote. B. Discuss Trees /Landscaping Plan at Historic Park — Item discussed. Commissioner Koepernik commented that the Council decided to approve removal of redwood trees instead of oak trees at their February 07, 2007 meeting. C. Heritage Orchard Signage — This item will be continued to next meeting. 3. New Business A. 8:30 am Site Visit — 20230 La Paloma Avenue — Decide if property is of historic significance — Site visit completed (property owner present during site visit and during deliberation). The property owner (Mr. Chris Kline) made a short presentation. The Commissioners commented that the addition appeared worthwhile and compatible to the existing home and that the property should be added to the Historic Resources Inventory. The motion to: (1) add the property to the inventory based on the information provided by the owner and with criteria "c" and "e" and (2) approve the proposal (as it pertains to historic significance) was passed by a 6 -0 vote. B. 8:45 am Site Visit — 20640 Third Street — Review and discuss proposed addition to Sam Cloud Barn and provide either feedback or a decision on the project — Site visit completed with Mr. Warren Heid, Mr. Bob Hausmann, and Mr. Craig Aubrey present. Planner Bradley commented that staff has not provided design review comments to the applicant yet. Typically a project is not scheduled for HPC until it is complete before but the applicant has requested to proceed. Mr. Warren Heid made a short presentation and passed around an alternative to the proposed project that he prepared before the meeting. The alternative design proposed a break in the rooflines. He stated that in his opinion, both options met the Secretary of Interior standards. Commissioner Marra asked if the applicant had considered color for the original structure and the addition. Mr. Hausmann responded that the proposed colors for both parts of the building are the same: a yellowish color. Councilmember Waltonsmith commented that she wants to ensure the older part of the building is not prevented from being on a national or state list. Mr. Warren Heid said there is a six inch separation between the two foundations and a glass separation between the original and proposed structures. Commissioner Koepernik commented that the applicant should not sandblast original wood material. Commissioner Gomersall asked why two separate buildings cannot be constructed. Mr. Warren Heid responded that the Building Code requires two exits, one at the rear of the structure. The motion to approve the "alternative design" (with a modification such that the entry door between the old structure and proposed building would be flush with the two facades) and determine that the proposal meets the Secretary of Interior standards was passed by a 5 -1 vote (Gomersall). 031307 HPC Minutes C. Discuss Peck Saratoga History Project — Item discussed. Councilmember Waltonsmith made a short presentation and stated that the members of the committee for the project were seeking volunteers to help with the project and space to store archival materials. A list of non - profits and groups in Saratoga would also be helpful. D. Discuss Hakone Gardens — Item dicussed. Mr. Lon Saavedra made a presentation regarding items that Hakone would like to accomplish (such as apply to be one of the "Dozen Distinct Destinations," apply for landmark status, and complete the Hakone Gardens Master Plan). 4. Pending Items A. Historic Resources Inventory B. McWilliams House Renovation C. National Register Applications D. Adopt a Tree Program for the Heritage Orchard E. Update Heritage Ordinance F. Review Oak Street as a Heritage Lane G. Review additional content for Heritage Resources webpage H. Historic Preservation Data Base I. Review list of properties with structures 50 years and over in age 5. Adjournment Adjourn to 8:30 a.m. Tuesday, April 10, 2007, Warner Hutton House, 13777 Fruitvale Avenue. 031307 HPC Minutes Community Development Department City of Saratoga 13777 Fruitvale Avenue Saratoga, California 95070 M E M O R A N D U M Item 3A 04 -10 -07 HPC Meeting DATE: April 10, 2007 TO: Heritage Preservation Commission FROM: Shweta Bhatt, Assistant Planner SUBJECT: Rehabilitation and addition to existing historic resource Property Location: 14901 Fruitvale Avenue, Saratoga, California Property APN: 397 -18 -072 Project Applicant: Thang Do Property Owner: Thang Do Project Description The applicant proposes to rehabilitate and add to the existing structure known as the Sunshine Williams Caretaker's House as shown on the project plans. The addition will be to the first and second stories. The applicant has not submitted for land -use entitlements and staff has not provided comments regarding the project's compliance with code or feedback regarding the design. Background The property is listed on the Historic Resources Inventory for reasons relating to exploration and settlement in Saratoga. The DPR sheet prepared in April 1989 is attached and notes that the original structure appears to have been added to. The applicant has secured the services of Archives and Architecture to evaluate appropriateness of the rehabilitation and the impact of the proposed addition to the resource. The report concludes that the proposed project is in compliance with the Secretary of Interior Standards for Rehabilitation. Staff is requesting a determination of the Heritage Preservation Commission regarding the project's compliance with the Secretary of Interior Standards. The following are two options available to the Commission in reviewing this proposal: 1. Determine that the proposed project is in accordance with the Secretary of the Interior Standards: If the HPC determines that the rehabilitation and the addition are in accordance with the Secretary of Interior Standards for Rehabilitation, the applicant may apply for required land use entitlements. 2. Request changes to proposed project: Require the applicant to revise the plans and ask the applicant to return to the Heritage Preservation Commission for additional review. Attachments (1) Project sheets date stamped March 29, 2007, including: a. Report by Archives and Architecture dated March 19, 2006 b. Photographs and 3 -D Renderings c. Architectural Drawings (2) DPR sheet dated April 1989 HISTORIC RESOURCES INVENTORY ( #30) IDENTIFICATION 1. Common name:. 2. Historic name: Sunshine Williams Caretaker's House 3. Street or rural address: 14901 Fruitvale Avenue City: Saratoga Zip: 95070 . County: Santa Clara 4. Parcel number: 397 -18 -072 5. Present Owner: William & Marjorie Wright Address: 14901 Fruitvale Ave. City: Saratoga Ownership is: Public: 6. Present Use: Farmhouse DESCRIPTION 7a. Architectural style: Pioneer Co 7b. Briefly describe the present structure and describe any condition: Zip: 95070 Private: X Original Use: Residence ttage physical appearance of the site or major alterations from its original This two - story, woodframe farmhouse was originally surrounded by agricultural lands on quiet McCall Road (now Fruitvale Avenue).... At the rear of the house is a shallow tree - studded canyon that separates the house from its neighbors. The home is well preserved and has had some additions over the years. The original house was a simple classic box with a hip roof, wide eaves and exposed rafters. The cottage is clad with horizontal lap siding on the first story and square shingles on the second. The enclosed entry porch may be an addition. The double hung windows are symmetrically placed and those on the second floor have shutters. A one -story addition on the southern side includes a living room, bathroom and den. The front door has also been relocated to this newer area. A carport /garage has been added at the north, and a deck at the rear. 8. Construction date: Estimated: Pre -1900 Factual: 9. Architect: Unknown 10. Builder: Sidney Williams 11. Approx..prop. size (ft) Frontage :. Depth: approx. acreage: .05 12. Date(s) of enclosed photograph(s) ;c 13. Condition: Excellent: Good: X Fair: Deteriorated: 14. Alterations: Living room, porch, bathroom and garage added. 15. Surroundings: (Check more than one if necessary) Open land: Scattered buildings: Densely built -up: Residential: X Industrial: Commercial: Other: 16. Threats to site: None known: X Private development: Vandalism: Public Works project: Other: 17. Is the structure: On its original site? X Moved? 18. Related features: #30 Page 2 Zoning: Unknown? SIGNIFICANCE 19. Briefly state historical and /or architectural importance (include dates, events, and persons associated with the site). This was the home of a Swedish man, Nils Larson, and his wife prior to 1900. Nils was the caretaker and grounds maintenance man for. The Reverend "Sunshine" Williams. Larson cultivated the orchards and cared for the carriage horses. The Reverend Edwin Sidney (Everlasting Sunshine) Williams was a retired Congregational minister (1837- 1918). In the spring of 1899, following two years of drought, Williams conceived the idea of a Saratoga Blossom Festival of Thanksgiving. The first festival was held in March 1900. His hilltop home on Three Oaks Way was part of the Bella Vista Ranch. He had boundless energy and enthusiasm and called his Thanksgiving Festival "jollification ". He also established the Missionary Settlement in 1900 to give counsel, comfort or assistance to returned missionaries. He was an original member of the Sempervirens Club which proposed that Big Basin become a state park. He is buried at Madronia Cemetery. 20. Main theme of the historic resource: (If more than one is checked, number in order of importance.) Architecture: Arts /Leisure: Economic /Industrial: Exploration /Settlement: X Government: Military: Religion: Social /Ed.: 21. Sources (List books, documents, surveys, personal interviews and their dates). Interviews with Archibald Brolly, 1988; William and Marjorie Wright, 1988. Saratoga's First Hundred Years, F. Cunningham. 22. bate form prepared: 4/89 By (name): B. Voester Organization: HPC . Address: 13777 Fruitvale Avenue City: Saratoga Zip: 95070 Phone: 867 -3438 City of Saratoga HISTORICAL COMPLIANCE REVIEW SUBMITTAL SUNSHINE COTTAGE 14901 FRUITVALE AVENUE, SARATOGA, CALIFORNIA THANG N. DO, AIA5 ARCHITECT /OWNER 1343 Magnolia Avenue San Jose, CA 95126 Phone: 408 - 264 -2000, EXT. 244 (office) 408 - 391 -7876 (cell) CONTENT 1. Secretary of the Interior's Standards Review 2. Design Summary Statement 3. Photographs of Existing House D 4. Architectural Renderings Map ?szooz 5. Preliminary Design Documents CITY IT DEVELOPMENT COMMUNITY DEVELOPMENT Z:t SECRETARY OF THE INTERIOR'S STANDARDS REVIEW PROPOSED REHABILITATION AND ADDITION PROJECT at the Historic SUNSHINE WILLIAMS CARETAKER'S HOUSE 14901 Fruitvale Avenue Saratoga (Parcel Number 397 -18 -072) (Santa Clara County) California For: Thang Do, AIA, LEED AP Senior Principal A E D I S Architecture & Planning 1494 Hamilton Avenue San Jose, California 95125 Prepared by: ARCHIVES & ARCHITECTURE: HERITAGE RESOURCE PARTNERS PO Box 1332 San Jose, CA 95109 408.358.5448 Los Gatos Office 408.369.5683 Vox 408.228.0762 Fax Leslie A. G. Dill, Partner and Historic Architect March 19, 2006 INTRODUCTION Executive Summary The proposed project generally meets the Secretary of the Interior's Standards for Rehabilitation (Standards); the design provides compatible, yet differentiated new construction and the preservation and rehabilitation of the historically significant cottage building. Only one recommendation is included in this report; it refers to the inclusion of a general note in the construction documents: -It is recommended that a general note that conveys the overall intent of Standard 6 be included in the final construction documents (See Standard 6). Report Intent Archives & Architecture: Heritage Resource Partners (A &A) was retained by Thang Do to conduct a Historic Resource Design Review of a proposed residential remodel and addition project at the Saratoga Historic Resouces Inventory - listed residence at 14901 Fruitvale Avenue, Saratoga, CA (Inventory #30). Archives & Architecture was asked to review the exterior elevations and site plan of the project to determine if the proposed project is in compliance with the Secretary of the Interior's Standards for Rehabilitation (Standards). The Standards are understood to be a common set of guidelines for the review of historic buildings and are used by many communities during the environmental review process to determine the potential impact of a project on an identified resource. Qualifications Leslie A. G. Dill, Partner of the firm Archives & Architecture, has a Master of Architecture with a certificate in Historic Preservation from the University of Virginia. She is licensed in California as an architect. Ms. Dill is listed with the Northwest Information Center of the California State Office of Historic Preservation as meeting the requirements to perform identification, evaluation, registration, and treatment activities within the professions of Historic Architect and Architectural Historian in compliance with state and federal environmental laws. The Northwest nfonnation Center utilizes the criteria of the National Park Service. Review Methodology For this report Leslie Dill reviewed the California Department of Parks and Recreation Form 523 (DPR form) written by B. Voester for the Heritage Preservation Commission (HPC) dated 04/89. Then Ms. Dill evaluated the proposed design submitted on a progress set of drawings dated December 15, 2006, from Thang Do, AIA, Senior Principal Architect of A E D I S Architecture & Planning, according to the Standards. Disclaimers The design for this project is currently in the development phase, and the final construction documents should be reviewed for consistencv with this initial review. This report addresses the project plans in terns of historically compatible design. The consultant has not undertaken and will not undertake an evaluation or report on the structural conditions or other related safety hazards that might or might not exist at the site and building, and will not review the proposed project for structural soundness or other safety concerns. The consultant has not undertaken analysis of the site to evaluate the potential for subsurface resources. The design review is generally limited to the exterior of the building. PROJECT DESCRIPTION: Character of the Existing Resource: B. Voesters evaluated the architectural significance of the property at 14901 Fruitvale Avenue in a DPR form recorded in April of 1989. The property is described as being a caretaker house associated with the property of Saratoga pioneer Reverend "Sunshine" Williams. According to the report, the subject property represents Saratoga's history under the theme of `'Exploration and Settlement." Its character is described as an original "Pioneer Cottage" in the form of "simple classic box with a hip roof, wide eaves and exposed rafters." Its windows and siding are identified as original, but the front one -story enclosed porch, a one -story addition on the south, and a carport/garage have been identified as non- character- defining additions. Summary of the Proposed Project: The proposed project, as presented in the current set of architectural drawings noted above, includes the rehabilitation of the original house, the retention and incorporation of the non - historic south side living space and the north -side garage addition, and the construction of a new two -story addition to the northwest of the original house, which steps down the hillside to the rear and creates a courtyard and deck area to the rear (west) of the main house. SECRETARY'S STANDARD'S REVIEW: The Secretary of the Interior's Standards for Rehabilitation, originally published in 1977 and revised in 1990, include ten standards that present a recommended approach to repair, while preserving those portions or features that convey a resource's historical, cultural, or architectural values. Following is a summary of the review with a list of the Standards and associated analysis for this project: Analysis "A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces, and spatial relationships." Analvsis: The use of the building does not change for this project. The proposed project preserves the house in a setting that includes mature trees and adequate yard setbacks on four sides, which provides an appropriate residential setting in keeping with the original property. The original cottage is exposed on all four sides, allowing an understanding of its compact, square form and hipped roof design. 2. "The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided." Analysis: The proposed project is consistent with this Standard. In particular the windows, siding, roof, and the overall form of the original house, and detailing are proposed for preservation. Some portions of the current house plan are proposed for demolition; these additions have been identified as recent and not listed as historically significant. ARCHIVES & ARCHITECTURE ARCHIVES & ARCHITECTURE 4 "Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other historic properties, will not be undertaken." Analysis: Although some of the proposed materials are specified to match the original, the form and materials are adequately differentiated - -see also the analysis for Standard 9. 4. "Changes to a property that have acquired historic significance in their own right will be retained and preserved." Analysis: No previous changes have been identified as acquiring historic significance in their own right. "Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved." Analysis: The features, finishes, and construction techniques or examples of craftsmanship that characterize the property are preserved in this proposal. 6. "Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence." 7. 8. Analysis: The project plans clearly identify the preservation of historic features and the replacement of non - original features with new elements that match the original design. Nevertheless, it is recommended that a general note also be included in the building permit drawings that identifies this project as a Historic Preservation Project. It is recommended that language referring to this Standard shall be included on the pen-nit drawings, and that all specific repairs continue to be identified as part of the building permit drawing set. "Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used." Analysis: No chemical or physical treatments seem to be proposed in this project. "Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken." Analysis: Archeological resources are not evaluated in this report. 9. "New additions, exterior alterations or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment." Analysis: The size and massing and scale of the proposed new rear addition are compatible with the historic design of the house, and there is adequate differentiation. The original house is untouched in form, providing a strong indication of the original footprint of the cottage. The addition is set back to the rear of the original house, and its perceived massing is reduced by narrowing the addition and giving emphasis to its more complex plan. The proposed design lowers its new ridgelines and thus preserves the centrality and prominence of the original roof form. Compatibility is created through the use of hipped roof forms, the continuation of shingled and horizontal siding, and the size of the window sash. The addition includes symmetry in its design, which provides further compatibility. A visual break is provided tluough changes in the pattern of the window placement, the type and proportions of the window units, a change in the proportion of the siding materials, and subtle changes in the height and scale of the roofline. Modern materials are introduced at the ground level at the rear; these provide additional visual definition between the original building and the additional more landscape- oriented features at the rear. The garage element is somewhat prominent; however, this is an existing feature, and has been incorporated into the new addition. Its one -story height and separation from the original house footprint (by removal of an infill addition) provides an understanding of its recent construction and allows the' front corners of the original house to "read" along the front fagade. 10. "New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired." Analysis: The essential form and integrity of the historic property would be maintained in this project. The original footprint is visually and physically preserved in this proposal. ARCHIVES & ARCHITECTURE ARCHIVES & ARCHITECTURE This project consists of 3 primary parts: A. Rehabilitation of the original house and the living room addition to the south. All exterior materials of the original house and the living room addition will be repaired and restored where possible, except the following: • The roofing material, which due to its age, will be replaced with a similar asphalt shingle roof. • The aluminum window on the lower northeast side, will be replaced with new a pair of wood single hung windows that match the original. • Non - matching siding near the above window will also be replaced with matching materials. B. Demolition of North Bedroom Addition and Garage Modification The architecturally insignificant north bedroom addition will be demolished. In its place, a new open courtyard will be added, leading to the new main entry of the house. The new courtyard creates a visual separation between the original house and the new addition, as well as exposes the north side of the house previously hidden by the bedroom addition. The existing garage (also an addition to the original house) will be retained, but its roof line will be altered to become part of the new addition. C. Addition The new addition will be built behind the existing garage and will step down to follow natural grade. The new addition will be lower in height than the existing house, to avoid competing visually with the original structure. Architectural materials and details will be compatible with the original house, but the massing will be distinctly different. The project will contain a number of sustainable design features, including photovoltaic panels to generate electricity and solar water heating for the swimming pool. Other energy and water saving approaches are also under consideration. These features have been designed as part of the addition only, and completely non - visible from the street. Z"] 5� 7 North �2 ORIGINAL HOUSE TO BE REHABILITATED EXISTING ADDITION TO BE MODIFIED EXISTING ADDITION TO BE DEMOLISHED ^__-1 EXISTING ADDITION TO BE REHABILITATED NEWADDITION (UPPER FLOOR SHOWN) Plan Diagram and Photo Legend Sunshine Cottage — Historical Compliance Review Photographs of Existing House Sunshine Cottage — Historical Compliance Review Photographs of Existing House Sunshine Cottage — Historical Compliance Review Photographs of Existing House Sunshine Cottage — Historical Compliance Review Upper and lower windows Porch enclosure addition I Q' e s ;aft Lower windows Photographs of Existing House Sunshine Cottage — Historical Compliance Review T. t - This lower window probably replaced original windows in the same location. The window does not match the style and proportion of other windows in the original house. The project proposes to replace this window with new wood windows that match the original. Upper fixed glass window was probably added to the original house, since it doesn't match the style and proportion of any other windows. The horizontal trim at the bottom is also abruptly interrupted, suggesting that the window was not part of the original design. The project proposes replacing this window with a new one matching other windows. This siding was probably added when window was replaced. It doesn't match original siding on both sides. The project proposes to replace this with matching siding. Photographs of Existing House Sunshine Cottage — Historical Compliance Review Non - matching window and siding above New windows upstairs and New entry courtyard to expose Existing garage to remain; roof downstairs North side of house to view altered to blend in with new addition Rendering of Proposed Project (viewed from Fruitvale Ave, looking Southwest) Sunshine Cottage — Historical Compliance Review Covered lap pool Photovoltaic panels over Photovoltaic panels behind Master bedroom, not visible from street living room addition Rendering of Proposed Project (Bird's eye view, looking Northeast) Sunshine Cottage — Historical Compliance Review SUNSHINE COTTAGE - ADDITION and REMODEL 14901 FRUITVALE AVENUE SARATOGA, CA 95070 LOCATION MAP PLANNING DATA APN: 397- 18-072 PLANNING ZONE: R -1- 40,000 PROPOSED USE SINGLE FAMILY DETACH HEIGHT REQUIREMENT (MAX 26' -0" ABOVE AVERAGE GRADE). SITE AREA 22,780 SF GROSS 19,380 SF NET LOT WIDHT 170' -0' LOT DEPTH 133'- - SET13ACK5: FRONT a 1ST FLOOR 30' -0" FRONT @ 2ND FLOOR 30'-0 - SIDE @ 1ST FLOOR, 20' -0' SIDE 9 2ND FLOOR 25' -0" REAR Q 1ST FLOOR 50' -C- (SEE SETBACK REDUCTION BELOW) REAR t 2ND FLOOR 60' -0- (SEE SETBACK REDUCTION BELOW) EXCEPTION REAR SETBACK PER 15- 55.160 NONCONFORMING SITES ITEM B, SITE IS LESS THAN STANDARD: THEREFORE REAR SETBACK EQUALS 20% OF SITE DEPH AS SHOWN: REAR 9 1ST FLOOR 20% OF SITE DEPH 20% OF 133.75 = 26.75 REAR CD 2ND FLOOR 1ST FL +5 =0' =31.25 MAX. ALLOWABLE FLOOR AREA 3,710 SF ( PER 15 45.030] NET SITE AREA: 19.360 SF AVERAGE SLOPE OF LOTE .00229 X (I', X IL) = A. S .00229 X (5) X )864) = 44490 S 9.89 = 22% SLOPE 44490 THEREFORE NET SITE REDUCTION 36% ADJUSTED NET AREA. 19.380 X,36 = 6.977 SF 19.380 . 6.977 = 12.403 SF ALLOWABLE FLOOR AREA 3,200 SF + 170 SF FOR EACH 1.000SF 12.403 $F - 10.000 SF = 2A SF 2.403; 1,000 = 2.403 ( ROUND UP TO 3 PER 15- 45.030 ITEM D) 3X170 =510 3.200 +510 =3.710 SF BUILDING FLOOR AREA EXISTING 1ST FLR LIVING AREA 1,538 SF 2ND FLR LIVING AREA 528 SF GARAGE - _ 463 SF TOTAL EXISTING 2,529 SF ADDITION 1ST FLR LIVING AREA 312 SF 2ND FLR LIVING AREA 516 SF GARAGE _ 23 SF TOTALADDITION 1,151 SF ENTIRE PROJECT 1 ST FLR LIVING AREA 1,850 SF 2ND FLR LIVING AREA 1,344 SF GARAGE _ 486 SF TOTAL PROJECT 3,680 SF t p PLANNING DATA APN: 397- 18-072 PLANNING ZONE: R -1- 40,000 PROPOSED USE SINGLE FAMILY DETACH HEIGHT REQUIREMENT (MAX 26' -0" ABOVE AVERAGE GRADE). SITE AREA 22,780 SF GROSS 19,380 SF NET LOT WIDHT 170' -0' LOT DEPTH 133'- - SET13ACK5: FRONT a 1ST FLOOR 30' -0" FRONT @ 2ND FLOOR 30'-0 - SIDE @ 1ST FLOOR, 20' -0' SIDE 9 2ND FLOOR 25' -0" REAR Q 1ST FLOOR 50' -C- (SEE SETBACK REDUCTION BELOW) REAR t 2ND FLOOR 60' -0- (SEE SETBACK REDUCTION BELOW) EXCEPTION REAR SETBACK PER 15- 55.160 NONCONFORMING SITES ITEM B, SITE IS LESS THAN STANDARD: THEREFORE REAR SETBACK EQUALS 20% OF SITE DEPH AS SHOWN: REAR 9 1ST FLOOR 20% OF SITE DEPH 20% OF 133.75 = 26.75 REAR CD 2ND FLOOR 1ST FL +5 =0' =31.25 MAX. ALLOWABLE FLOOR AREA 3,710 SF ( PER 15 45.030] NET SITE AREA: 19.360 SF AVERAGE SLOPE OF LOTE .00229 X (I', X IL) = A. S .00229 X (5) X )864) = 44490 S 9.89 = 22% SLOPE 44490 THEREFORE NET SITE REDUCTION 36% ADJUSTED NET AREA. 19.380 X,36 = 6.977 SF 19.380 . 6.977 = 12.403 SF ALLOWABLE FLOOR AREA 3,200 SF + 170 SF FOR EACH 1.000SF 12.403 $F - 10.000 SF = 2A SF 2.403; 1,000 = 2.403 ( ROUND UP TO 3 PER 15- 45.030 ITEM D) 3X170 =510 3.200 +510 =3.710 SF BUILDING FLOOR AREA EXISTING 1ST FLR LIVING AREA 1,538 SF 2ND FLR LIVING AREA 528 SF GARAGE - _ 463 SF TOTAL EXISTING 2,529 SF ADDITION 1ST FLR LIVING AREA 312 SF 2ND FLR LIVING AREA 516 SF GARAGE _ 23 SF TOTALADDITION 1,151 SF ENTIRE PROJECT 1 ST FLR LIVING AREA 1,850 SF 2ND FLR LIVING AREA 1,344 SF GARAGE _ 486 SF TOTAL PROJECT 3,680 SF L pi, -AAEDIS ARCHITECTURE d PLANNING eOrs910up. M. aH mr110n a v San JOSea . CA 951 2e5 tel: (a0E) -26 x.2000 la.. (40E) -264 -2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET SITE PLAN DATE 12 -15 -06 JOB 26030 SHEET n A1.1� FRUITVALE AVENUE .._•_ .... ... .__._. ...__._.._...... :1 v^ Jl.ti __ ............. : F. - En c >- ....._. . ............... _ .- EXISTING - , - 24" OAK TREE - - 1 TO REMAIN -- - ' ' AND PROTECTED_ _ -- -- -- -- -- _ ___ -- rr��- EXISTING - - - 1 1 ; ,.tL - >. ,pn t _ - w.g• v , w..j 32" OAK TREE - - __ 1 TO REMAIN ' I I I III I It 1 \ - -,AND PROTECTED i 1 11. 1 - NEW DRIVEWAY... 1 EXISTING DRIVEWAY - • - - - - ' • TO REMAIN - 1 ,: :... .. --- NEW WALK TO BE REMOVED — - n' \ \ \ AREA R, \ PTO - , 1 BE AREA ....,.. - \DEMO p 1 L 1 -AAEDIS ARCHITECTURES PLANNING eaisgeaup. t a9a aHamilton Ava San 1111. CA 95125 tel: (a08 ) -26a -2000 (a0E) -26 a.2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET Z ; � SITE PLAN GRAPHIC Y - - -.- .... _ ..._ Gu t Bs - .. _ - .... .. ..- - - SETBACK - - �X\A, - - EXISTING BUILDING TO REMAIN - _ - O .D. _ BUILDING ADDITION NEW-__ : _.. _.. . 'R.,: F. •.:r S 20 0 ......... ..._..._ - -.LAP POOL ... _ -. _.. . uF T 4... •. PARCEL TWO uuJJ :_ ! .,' ..., .. .. .... , -. - .. �._. .- - SETB� -..� -- _ --� _ - PARCEL OryE� P - - ...... ... __....._ - Lu gEpg w, p - o. _ _ ...�_... -. 1S FLOC _.. .. .. _ Repk oz L•'� _ • r/ ' ., .. t _GARDEN AREA s j, -_- . _ �^ -' _, - _.in . _ Y _ _ r- EXISTING-' I 37" OAK TREE LANDS OF 6 � TO REMAIN - - -- ' - AND PROTECTED 14907 PRUITV906394: .. .�jV H •�± �. .. - RO... .... ... ...._. SS -- . /t - • ,.._ 0 µ90�.AL'RES NET : 22.780 O T GROSS -__. . 1 _._ . 0 SO F NET , p 1 L 1 -AAEDIS ARCHITECTURES PLANNING eaisgeaup. t a9a aHamilton Ava San 1111. CA 95125 tel: (a08 ) -26a -2000 (a0E) -26 a.2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET Z ; � SITE PLAN GRAPHIC Y SETBACK - - - - EXISTING BUILDING TO REMAIN - _ - - BUILDING ADDITION EXISTING BUILDING TO BE DEMOLISHED PLAN _ .._. ...... .. �__.. I DATE 12 -15 -06 JOB* 26030 F.ANM \Yi: ------------------------------------------------ ------------------------------------------------ ------------------ - ------------ ----------- --- - ----- ---- \ ----- DEMO ROOF ------------ ---------- ---------- Bedroom 4 -------- - Bedroom 3 - ----------- f ------- --- ---------- <\ --------- E-------------- ----------- -------------- Guest Bath --------------- ------- ------ ::::T --- 7:-:-1 ------ � =41 ------------------- SECOND FLOOR DEMOLITION PLAN Deck ----------------------------------------------------------------------------- Fover e o THIS DEMO E 0 AREA ---------- Breakfast I <\ --------- Dining Room -3 2 Garage Car \ ;...... \ \..J: \::. 1),\2 --------- FIRST FLOOR DEMOLITION PLAN S.I. ".— T,. ly Kitcher, GRAPHIC KEY: WALL TYPES: EX:STl.'4G2l VV0Cm--FR-N'.ED'NA-- TIC REN lrq IX-STING 21 WOOD FRICAE TG EE Da"C .4- 112, W-10" FRAMED ViAll, CONCRETE 'NAL ' I LIA AEDIS ARCHITECTURE I PLANNING ... . aed-g—p — 1.91 Hamilton A I . S:,n J, i- CA 9 5 1 2 6 . : 4 0 a ) 2 6 ' I.. (408)-164:'oo 25000 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET 1ST AND 2ND FLOOR DEMOLITION PLAN DATE 12-15-06 JOB # 26030 SHEET. A2.1 1 L � -AAEDIS ARCHITECTUREd P L A NNING PROJECT s 9 �' t 79a aHamilt . . ~ , e San JOSl. CA 951 25 1:1' 1406) :264 -2000 a. (408) -264 -2500 SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET BASEMENT AND '1ST FLOOR PLANS DATE 12 -15 -06 JOB. 26030 SHEET # All FLOOR PLAN NOTES RAIS--F -LATF RM, 5UI: TAN SEATING � �4 - SKYLIGHT 2-" 4 35 -X 72" SKY' IGHT 5 BUILT -IN WA F. D R Om E CA 5 1 NE T 6 GILARCRAIL !E: TREE TO REM-':V ANC 'ROTECT 'D C: � JRIIJG CONSTRU- 0, PLANTER EUILT-N _-ABENET PARTIAL -HE .'G -',VALL _A(7� A7.5 GRAPHIC KEY: WALL TYPES: EI(IST.NG 2t WOOD FRAMED WALL REMAIN Z======== EXISTING 2, ',ACOD F.,A%iz_D WALL BE D-DAZ' r,E,A• 2. WOOD FRAMED *A. L kEsY CONCRETE WALL L -AAEDIS A 11 HITE CTURE & PLANNING t <9a aHa Milton 08) fay. (a08) -26s -2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET 2ND FLOOR PLAN PATE 12-15-06 JOB 9 26030 SHEET* A3 .2 c> PLAN NOTES: < I EXIS-INn LOWER RGOF 2 NEW S. YL: -HT L --A- -AAEDIS N ='N SOLAR PANEL N= -W KALINALLROOF ARCHITECTURE & PLANNING -94 : " '- 1408I-� S 264-2000 tA: PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET ROOF PLAN DATE 12-15-06 JOB 0 26030 SHEET # A5.1 ELEVATION „PIOA! c_ ALL RCC`P EAVES 3 . FICA_ AT ALL ROOF EAVES MAXIMUM ALLOWABLE BUILDING HEIGHT 534.00 I_ Loper Bedrooms 6 TYPICAL � r� \ ORIGINAL PORCH SUBSEQUENTLY ENCLOSED TYPICAL AT ALL ROOF EAVES PICAL AT ALL ROOF EA '.'ES EXISTING ELEVATION NOTES 1. rE)ASPHALT: SHIF:GLE ROOFING IE)PA,NTED GUTTER 1 =12 4 EXPOSED RAF -TER END, PAINTED 4 !E)' 4 CORNER TR :0. <. PAIi .ED - (=i T HORIZCNTAL L--? `WOOD SIDING. FAINTED, e ;E) SHINGLE WALL. PAINTED rE: HCR'2CNTALT !'.1.- AINTED -. (EI WOOD FALSE SHUTTERS, PUNTED (E) WINDOW TRIM. PAINTED iv (Ej SINGLEHUNGWOOC WINDOW. PAINT ED IEI WINDC'W SILL. PAINTED 12. (EI'WINDC'.V APRON PAINTED .a. (E)F.XED'WCOD W!NDCWV'NIDI:'IDED LIGHTS. PAINTED .4. ( E) ALUMINUM, WINDOW 15. iE) SOLID WOOD DOOR W! VERTICAL PLANKS AND FIXED SIDELIGHTS. PAINTED 10 (P) WOOD CASEMENT WINDOW. PA114 T ED 1T. (Ej FIXEDWOOC WINDOW. PAINTED 16. (E) BRICK FIREPLACE CHIMNEY 19. (El BUILT-UP ROOFING 20. (E) WOOD GUARDRAIL. PAINTED 41. CE) WOOD LATTICE PANELS. PAINTED 22. 1 EI WOOD STAIRS. PAINTED (EI WOOD GARAGE DOORS 24 (E) CASED OPENINGS 2:. (El SOLID WOOD DOOR WI LIGHT 26. IEI VJCCD DOOR (EI ALUMINUM SLIDING DOOR MAXIMUM ALLOWABLE BUILDING HEIGHT — 534 ... r IlPCer 5earoom �\ n F - ._._..........� I ;El s[ 7 F Plan So ���- � --- --- =-511 36 �!J1~— - -- -� TYP.0 AL G—ge TYPICAL TYPICAL I LIVING ROOM ADDITION I ORIGINAL STRUCTURE (PRE -1900) BEDROOM AND GARAGE ADDITION i I i EXISTING EAST ELEVATION L -1 -AAEDIS ARCHITECTURE 1, PLANNING e­g rooP 1494 aHa Iton A v San IA Se. CA 95125 tel: (4092000 la+' (409) - 264.2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET EXISTING EXTERIOR ELEVATIONS DATE 12 -15 -06 JOBS 26030 SHEET# j ICI i�l ICI ICI I ICI ICI ICI ICI rm- ICI ICI ICI ImI IwI ImI ICI ICI ICI ICI I.�I ICI ICI ICI I0I ._._..........� I ;El s[ 7 F Plan So ���- � --- --- =-511 36 �!J1~— - -- -� TYP.0 AL G—ge TYPICAL TYPICAL I LIVING ROOM ADDITION I ORIGINAL STRUCTURE (PRE -1900) BEDROOM AND GARAGE ADDITION i I i EXISTING EAST ELEVATION L -1 -AAEDIS ARCHITECTURE 1, PLANNING e­g rooP 1494 aHa Iton A v San IA Se. CA 95125 tel: (4092000 la+' (409) - 264.2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET EXISTING EXTERIOR ELEVATIONS DATE 12 -15 -06 JOBS 26030 SHEET# MAXIMUM ALLOWABLE BUILDING HEIGHT 534.00A. n TYPICAL Ul TYPICAL TYPICAL 4 EXISTING ELEVATION NOTES A 7 Sj'N-GL= RoCC!NG PAINTE 0 GU TIT ER 3 2 a= EXPOSED RAFTER ENDS. PAINTED 1, it) I CORNER TRIM. PAINTED - j=) 7- HORIVCNTAL L-P WOOD SUING. =AVJTED _. ! -;• Wu'lO FALSE SHUTTERS, ?.HINTED S (P) WINDOW TRIM. PAINTED (--%, SINGLE_ H, . -NG*OOCWINDl'A -AINTE-1- (-jWj'4LO'.VSILL. PAINED 12 tEjW;.4-DC.V APR::NT PAI"' Po ;E) FIXED 'A'OOC VJUZOIV 0." D Iv DED L tGHT S. PAINT ED 14, (E) ALUMI' 412"AWINDOW 15. (E) SOLID WOOD DOOR Wl VERTICAL PLANKS AND =iKED SIDELIGHTS. PAIN7Ec 16 (mjWCD0 CASEMENT WINDOW. PAINTED 17. (E) PXED WOOD WINDOW, PAINTED 16. (El BRICK FIREPLACE CHIMNEY 19 !Ej BUILT-UP ROCFWG 20 (E) WOOD GUARDRAIL. PAINTED 21. (EjWOOD I ATT ICE PANELS, PAINT EC 22. (E 1 WOOD STAIRS. PAINTED (E) WOOD GARAGE DOORS 24 (E) CASED OPENINGS 25, (E) SOLID WOGO DOOR k'V/ LIGHT 26, (EjWOGODOOR �7 (EIALUMINUM SLIDING DOOR MAXIMUM ALLOWABLE BUILDING HEIGHT 534.00 1 EXISTING WEST ELEVATION PL ] ARCHITECTURE & PLANNING Jose. 1 <9� Hamilton San "A 11121 '264 -2000 � ' 00 PROJECT SUNSHINE COTTAGE - ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET EXISTING EXTERIOR ELEVATIONS DATE 12-15-06 JOB # 26030 SHEET * VIUM ALLOWABLE BUILDING HEIGHT '100r Plan 1t.35 •:- • NORTH ELEVATION IAXIMUM ALLOWABLE BUILDING HEIGHT 34.00 — EAST ELEVATION Scale IA" = V.C" J '> r 12 TYPICAL Master Bedroom —and n 5 I Pool NEW ELEVATION NOTES 1 (Nl ASPHAL T SHINGLE ROOFILG 2. PAINT (E) GL-EF. c. PANT !E) 2 v 4 EXPOSED ,AFTER ENDS PAINT !E 1 v 4 CORNER TRIM. PAI'1 T (E!' HORIZONTAL Lr? VVOOC• SIDING F -PAINT IE) SHINGLE SIDNG PAINT ;E) HGRIZCNTA_ TRIM B. PAINT lE; WOOC FALSE SHUTTERS 9 PAINT tEl VANDOW TRIM 10 'PAINT ANC REP A.I.R E! SINGLE HJNG WOOD WI:ICOVJ 11 'PAINT (E)WANDOW SILL 12 PAJNT!E) WINCCA: AFRO`: 13. P4114 i !EI FIXED'�JOOC VANCOW W/ DIVIC D LIGHTS 14. (Ei ALUMINUM'- A.NCO "v':TO REMAIN 15. PAINT (E) SOLID WOOD DOOR W'/ VERTICAL PLINKS AND FIXED SIDELIGHTS 16. PAINT IEl'NOOD CASEMENT WINDOW 17 PAINT(EI FIXED :A•OOC WIN DOW 18 (E) BRICK FIREPLACE CHIMNEY TO REMAIN 19. n0tused 20. PAINTEE! WOOD GUARDRAIL 21 PAINT iE) WC111; LA-1, ICE PANELS 22 PAINT (E) WOOD STAIRS 23 PAINT IE)WOOGCARAGE DOORS 24. PAINT (E; CASED OPENINGS 25 IN) SKYLIGHT - SEE PLANS =0R SIZE 26 INN WOOD WINDOW 'All TRIM TO MATCH (E) 27 (N) GUT-ER 28. (N) PAINTED ':JOOD RAFTER ENDS TO MATCH (El 29. INN PAINTED FISER--EMENT TRIM' HARDITRIM SMOOTH 30. (N) PAINTED FIBER- CENIENT SIDING'. HAROL LANK BEACEC SMOOTH. 7* EXPOSURE 31 IN) PAINTED FIBER - CEMENT SHINGLE. HARDISHINGLE STRAIGHT EDGE PANEL 32 (N) BRICK VENEER 33. IN) CMU WALL 34. (Ni SKYLIGHT PANEL SYSTEM INN OPENING 36. (1413- STAINED T S G CEDAR SIDING o. (N) CASED OPENING 38. !NI STAINED REDWOOC POST 39, INN STAINED CEDAR TRIM 40. EXPOSED CONCRETE = GUNDATION 41 NN) GLASS GUARDRAIL 42. (N) WOOD 61-FDLD COORS W1 TRIM TO MATCH (Ej 43 (N)'WOOC DOOR W: TRIM TO MATCH CE) 44 PAINT (El BASEMENT ACCESS DOOR 44 (N) C,EREST DRY WINDOW 4E. IN; FIXED POST 47. IN)RECWCG GUARDRAP TVPICARB. (14) PHOTOVOLTAIC PANELS IE)1sl 5n Pla n 0 -G = 511511. 1.3E �i- Garage L4!pl -AAEDIS ARCHITECTURE PLANNING e4ispreap. 1d9a aHamiltOn Av San Jose. CA 9 51 2 5 tel: (408)26 a -2000 264.2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET NEW EXTERIOR ELEVATIONS DATE 12 -15 -06 JOB* 26030 ET k m I i!. I I i TO I Mel I NEW ELEVATION NOTES IN) ASPHA' T SHINGLE ROOPIN 2. PAINT (E)GU—, PR 3 PAINT(E) -, 4 =APCSED RAFTER EIJOS 4. FAINT IE) I , 4 CORNER TRIM, E. FAWT (E) T HOR'Z.�N-AL LAP W30L SIDING 6 PANT (lij SHINGLE SIDING 7 OAiNT tEl HORIZONTAL AIM PAIN7!F% WOO, FALSE SHUT - ERS FAINT (E) 'WINDOI.-W TRIM ,l PA:NT ANDREPA'.F E) S1, JG!_2 H.U*!G%11�OODY-"I:DC"%` ' I. PAINT ;=-.! WINC-3* S: L 12 PA'rt7 (E) wNco-w APRON PAINT (E) FIXED WOOD VA, '40CW VVI DIVIDED LIGHTS .A (E' ALUMINUM WINDOW' TO REMAIN .5 PAINT jE) SOLID WOOD DOOR N!!VERTICAL -LANKSAND FIXED SICELIGF-S 6. FAINT (E) WOOD CASEMENT WINDO'A' '. 7 PAINT E) FIXED WOOD WINDOW is (E) BRICK FIREDI ACE CHIMNEY TO RE. IAIN 12 .01 15.d 20 FAINT (E) V400D GUARDRAIL 21. PAINT (E) WOOD !-ATT ICE PANELS 22. PAlrl_. (E) WOOD STAIRS 2' FAINT (E) WOOD GARAGE DOORS iA. PAINT (E) CASED OPENINGS 25 (N) SKYL.GHT -SEE PLANS FOR SIZE 26. 1W WOOD WINDOW-W, TRIM TO MATCH (E) 27 fN! GUTTER IN) PAINTED WCDD RAFTER ENDS TO MATCH (E) 29, (N) FAINTED FIBER-CEMENT TRIM: HARDITRIM SMOOTH 30. 'N! FAINTED FIBER-CEMENT SICING �';4RDIPLANK BEADED SMOOTH. - EXPOSURE 31. (N) PAINTED FIBER- CEMENT SHING_E HARINSHINGLE STRAIGHT EDGE PANEL 3. (N) BRICK VENEER 32 !Nj CMU WALL 34 (tl) SKYLIGHT PANEL SYSTEM 35. (N) OPENING S6 (N) 3' ST, AIDED T & G CEDAR SIDING 3i IN! CASED OFEWNG 38 (N) STAINED REDWOOD POST 39 (N) STAINED CE 4P TRIM 40. EXPOSED CONCRETE FOUNDATION 41. fNj GLASS GUARDRAIL 42 N ) VVOCID 61-=OLD DOORS W! T R W TO MATCH (E) 43, N!NOOD DOOR W/ TRIN, 'C MATCH (E) PAINT (E) EASEMENT ACCESS DOOR 45 IN) CLERESTORY WINDOW 46 (N) FIXED POST ....... ..... 47 (N) REDWOOD GUARDRAIL ... . ...... 46 (N) TAIC PANELS . . ...... Upper Beamc.— tl ............ ........... .. .. ....... - - - - - - - - - - - E, Iv Fl.. 0 -I A] L -A- -AAEDIS ARCHITECTURE & PLANNING 5(408) -264 -2000 CA 9 5 1 2 5 1:. j 1 1., ' (40E> -264 -2500 PROJECT SUNSHINE COTTAGE- ADDITION and REMODEL 14901 FRUITVALE AVE SARATOGA, CA 95070 CONSULTANT STAMPS 0 0 SHEET NEW EXTERIOR ELEVATIONS DATE 12-15-06 JOB # 26030 SHEET WARREN B. HEID AIA WARREN B. HEID AIA -E 14630 BIG BASIN WAY SARATOGA, CA 95070 March 23, 2007 City of Saratoga 12777 Fruitvale Avenue Saratoga, CA 95070 Attn: Shweta Bhatt AND ASSOCIATES ARCHITECT EMERITUS PHONE 408 -867 -9365 FAX 408 - 867 -3750 Re: Addition /Alteration to Residence of Mr. and Mrs. Homayoun Talieh 19908 Bella Vista Avenue, Saratoga, CA 95070 Dear Shweta, p t CE�� �ArY OF SARATOGA comm mw oMOPMENT This letter is written per your request that I respond to certain changes to the exterior appearance of the subject project. I have met with their architect, Jeanette Coran, to review the working drawings and the changes. Master Bedroom Fireplace: The owners, after reviewing their Master Bedroom plan, wish to add a small direct vent gas fireplace. To me, the most important view of a residence is from the front, which is normally the street view. This room is at the rear of the home so the only part of the fireplace to be visible from the front is the upper portion of the chimney. When this firm was asked to remodel this residence years ago it was a carriage house. There were many changes to it's appearance with this remodeling, however the overall appearance maintained its original design concept. During the recent plan check by the Building Department it was determined that the existing brick chimneys, installed during the first remodeling, required metal strapping to hold them in place. These straps would be visible so the JCA Architects felt that they should be covered with stucco to match the appearance of the residence. The new fireplace will have this same appearance, including to top element. Since the top of the chimney will only be will be visible from the front, it is my opinion that this fireplace will not be incon- sistent with the historic quality of this home and should be approved. City of Saratoga - Shweta Bhatt Addition /Alteration to Residence 19908 Bella Vista Avenue, Saratoga, CA 95070 March 23, 2007 - Page 2. Windows: One of the requirements of the Historical Preservation Commission was to remove the metal windows and replace them with wood sash throughout the residence. The sash installed with the first remodeling were single glazed and that owner preferred divided lites. The manufacturer selected the current remodeling does not produce a wood sash with dividing muntins, nor do they produce wood sash of the same size as the existing metal sash. Again, it is my opinion that since most of the new wood sash are not visible from the front, and are similar to sash used when the carriage house was first built, they are compatible to preserve the appearance for the remodeling of this historic residence. Kitchen Window: The existing window in this room was removed for the new plan. The existing Kitchen was an addition to the original carriage house. The relocation of the Kitchen window is not visible from the rear elevation as it faces a rear courtyard. Once more, it is my opinion that this change is not significant and should be permitted. Since I am considered as the historic consultant I present this information to you stating that it is my opinion that these three (3) items meet the Department of Interior Standards for adding to and remodeling a historic building. If you need further infor- mation from me kindly call me. Thank you for your assistance. Very, truly yours, Warren B. Heid AIA -E Architect Emeritus WBH:hw cc: Mr. and Mrs. Homayoun Talieh Jeanette Coran, Project Architect W. B. Heid 14630 Big Basin Way Saratoga CA 95070-6041 SAS! DOSE CA 951 26- NtA R 2ODD 7 FPNt 2 L City of Saratoga 12777 Fruitvale Avenue Saratoga, CA 95070 Atth: Shweta Bhatt MAR C I-3 .lss GIBE+ ��S %I I D D MAR 2 � `tuu� t✓11'Y OF SARAE OPMENi O�MMUNITY 0� Hills + dl l! 44 jj jj jj Ill p Iri -N—IB 3sls Hi1£iilililllilll££ Ill! 1£ 111111111i =£1££iil£££ilI£iiil£££Ili� City of Saratoga HERITAGE PRESERVATION COMMISSION MINUTES Date: Tuesday, June 13, 2006 8:30 a.m. Place: Administrative Conference Room, 13777 Fruitvale Avenue Type: Regular Meeting — Please meet in the parking lot in front of the Warner Hutton House at 8:30 a.m. and Staff will provide transportation to the site visit under New Business and return to Administrative Conference Room by 9:15 a.m. I. Routine Organization A. Roll Call PRESENT: Commissioners Gomersall, Kellond, Koepernik, Louden, Marra, McCarty, and Wyman. ABSENT: None. GUESTS. Mr. Warren Heid, Mr. Kevin McLarney, Ms. Dorthy Billner, Mr. Homayoun Talieh, Mr. Dennis Bruch, Ms. Marykay Breitenbach, Ms. April Halberstadt, Mr. Chuck Schoppe B. Approval of minutes from May 09, 2006 meeting — Approved by 7 -0 vote with one correction. C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on June 08, 2006 D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. • Ms. Marykay Breitenback notified the Commission that the Foothill Club would like to make some modifications to their structure and will be coming back to the HPC for review. The HPC encouraged Ms. Breitenback to bring details regarding her proposal. • Mr. Warren Heid notified the Commission that the applicant of the Sam Cloud Building would like to enlarge the basement depth. E. Oral Communications — Historic Preservation Commission direction to Staff — Instruction to staff regarding actions on current Oral Communications. II. Old Business A. National Registry Plaques — Item briefly discussed and will continue to next meeting. B. Saratoga Landmark Plaques — Item briefly discussed and will continue to next meeting. New Business A. 8:30 a.m. Site visit — review replacement tree at Book -Go -Round (Historic Park near intersection of Big Basin Way and Saratoga -Los Gatos Road) — Site visit completed. Mr. Chuck Schoppe and Ms. April Halberstadt were present at the site visit and the meeting to represent the Saratoga Historical Foundation and Ms. Marcia Manzo was present at the site visit to represent the Saratoga Book -Go- Round. Commissioner Marra commented that he was not in favor of a second tree. Additionally, the accumulation of water near the subject site may not be conducive for an oak and instead a California Buckeye may be more suitable. Commissioner Kellond commented that he also was not in favor of a second tree. Vice Chair Wyman commented she is in favor of 2 trees but is open to suggestions. She would favor a redwood. Commissioner Gomersall commented that two trees create a softening effect, but she would prefer a tree that is not deciduous. A redwood tree may work well for the area by the Book -Go- Round. Commissioner Louden comment he was neutral on one or two trees. Commissioner McCarty mentioned it may be important to see landscaping plan. Chair Koepernik added that he believes an oak tree could learn to survive the area saturated with water and would support a buckeye or holly for the second tree. He also would like to see the overall landscaping plan. Mr. Chuck Schoppe commented that the landscaping plan should reflect period landscaping and passed out a letter to Chair Koepernik that represented the Foundation's current position on the replacement tree. Ms. April Halberstadt commented that the Foundation should have a draft plan in July. The Commission passed a motion to see the master landscaping plan and hold off on determining the replacement tree by a 7 -0 vote. B. 8:45 a.m. Site visit — 19908 Bella Vista; review proposed modifications to existing single family home — Site visit completed. Mr. Warren Heid explained that he is the consulting architect for the project. Commissioner Kellond asked Mr. Heid to elaborate on architectural details related to the project. Vice Chair Wyman commented that the addition appears sensitive to the apparently historic structure. Commissioner Gomersall commented she likes the proposal. Chair Koepernik agreed. The owner commented he was concerned that determining the house to be historic could hinder his project. The Commission responded and said they would like to support his project and applaud his efforts to restore the structure. The motion to deem the house historic, approve the project as proposed and described on submitted plans, declare that the proposed modifications meet the Secretary of Interior Standards, and add the property to the Historic Resources Inventory by meeting criteria a, b, c, and d of SMC Section 13- 15.010 was passed by a 7 -0 vote. C. Introductions — Deferred to next meeting. 40 D. Heritage Orchard Discussion — Item discussed as part of Item E. Proposed Renovation & Addition For Project Desciipfion Thor project myolves the addit- d appronma" 268 9q a feet i to the lows and ma n lexb of an exntnq ehngle family detadhd reshdence with an existing detached garage It also m,-A- the removal of 240 square feet Iron, ad remodel of the ewstmg Garage- The new cormtn.dhm s W be Type V. wood frame to be terht wEh the antng cphetrvcthm to remain. The general scale of the home m ronsr9teat .Rh the - ghborhood . Impervious CoverageCalaAabons ^ LY 40,545 Area of property Iron Plans wb nag 0.936 aucs l 5.477 Bwkl -p I ,645 A/C paving who Nag 2,982 Graw -J D-y 3,434 Paton and waQ..y 13.538 Total r ^. . 14,191 <, 35% Alowabk 1 C53J S.P. -der. Sod Report Datai - ^ C.ewft nt's Name: AE5 (Allunce Enrtr -Cal ad 5.1 Engmeenrlg) Address: h 400 Cokwn Awemhe 5.4e C 16 -F Santa Cara. CA 95050 Pb-: 408 -970 -8685 Soil Report Title: Geotechnical 1 -t4atm Report for ResdentW Addhthom AT 19908 Della Vet. Dnve, Saratoga, CA F& No.; 061.83 -5 Date: September 12. 200E --/I- ^J THE TALIEH FAMILY 19908 Bella Vista Avenue Saratoga, CA Location Map n' SITE a F oe t eau. r Project Notes SCOPE OF PROJECT: These plan, dlwstrate the general nature of the scope of work performed by the contractor and ace not to be wed for construction wtI-t held venihraton of tn exrtrg rd4a- ad slap dnwngs for all apphcable work. AN work sperahed arWor hmplwd m these pl- all add da, dhange mice, held orders and shop dnwrgs shag be part of the contractor agreement. Any substhW- proposed by the Contractor for the mate -15 and methods lIfi t ate l m these plans Mail be approved by the Arehhtect (m Budding Department) pnor to iroWlaton of suds matenab m the performance of -h work. The Contractor sham proede all shop dnw p ad -,vbm t them to the Arclutect for revhew and approval Pnor to the mmmerrenent of the work. CODES: AN work shall conform to the 2001 Edam of the CBC, the 1997 Edrtan of the UflC. 2000 UPC, 2000 UMC. 2002 NEC. the anent State of Cahfornu Energy Cms "b- 5tardards (Title 24) and to the Crty of Swat" 8'k" Ordhnances SUBMITTALS: Contractor for electrcal, pfumbrg and nVAC werk'ham submit drawings. W-h atwns, calcWatore, PPih tam, etc . » requhrecl an by the City Budding Department for permits -d apprwab pnor to starting Cher p ,pectwe work. A copy of all subcontracted pare shall be submam to the xdleea for revhew P.- to the -.e--t of worts SWrnntradar Mail pay for all .murxrce, pe-ts, tees, Ihcernes, -km, tax. labor, matenab, tools. egwpment and s Roli as -pred to complete the,,-pea- -W-t-t agree M. 1315CREPANCIE5: Ohsoepanues hetvrar drawrgs ancym speafh iao- sham be referred to the Arduted for dardwatan before the start of the affected work. DIMENSIONS: Porto of the drawxge may not be drawn to exact -le and bluepnnts are not ex ct reprxkrxam of the drawings. Dimen�an> marked N.T.S. (Not to 5.1.) arc _b,tanWny ddferent Gom die wale of the drawmp. IN GENERAL DO NOT SCALE THE DRAWINGS. Ux the dw.ertam shown. Contact the ardstect with my de epanc.ee m the plan dhme- prwr to begm mq the affected work. AN b dAM dhmemam are loom fare of hnhsh, concrete face, -et. block face. or edge of slab unless otherwmee rated m pan. AN p.m. coated footangs and cokmm� dhmem.dhed to renter I e cans mss of he- noted m pa . All wdor. door ad Uh--I; Mow" are nomhnal. Check marhWacturer for exact 9ti 4 a W rough opemrg s of doss ad ...down. "EGRE55: All bedro -,Sle ping rooms mall have one operable don m window that opens d-tly to the exterar yard, of the home. Escape m rescue wndows shall have a net dear operable rea of 5.7 Square Feet. The mmm.um net dear Wmiabk heght dm.eman shah W ne be 24 inches. The .-- --t dear oF- width d..__ shall be 20 mdme . When wr la- arc prvaded a Team of e-.P' m rescue, they sham have a f ehf d 9 fl hehght roc more that 44 md- above the floor, • C m (D �Iti Q x U x as� UUDO of JU U �l3 RararabWandAddfmhFor. Tidimlh Family 1fINOBBOk V.UA- Saabpa G APR 0 2041 CI N1T`( C�EVEI.OW�►ENT 1 Project Data &00 Index APN: (397 -20 -090 Zoned: ..- it- 1110.000 ARCHweITECTURAL AO .O er Sheet ad Drawng Inde. SITE DATA: CIVIL • _ 1 site Survey and Topognp -Map Submittal_ Goss tot Area 43 531 $F 2 5r4 5wvey and Topognphc Map I Coyer Sheet. Notes ad Details Net tot Area flex mgress of Nag lot) Qt 54s SP) awy sdwwu -- -. - -. 2 Gndrg and Drahnage Plan 0.23.2006 Average 5bpe of Site 12.7% A0. I General Notes Q Ar ch.rk comwmro A0.2 Title 24 Energy Commence Finns Allowable Square Footage 6,1 7 1 5F AO,3 Area Gra h Cah /� PwJudes 10% increase fa low .ome semnd umt - A0.4 PeruwRay Demohton L, al ZOpr Refer to sheet AO.3 for square footage tables and A I .O Arch.tectral Site Plan vkWtom) A2.0 Man Lewd Demohtrn Plan Q 2. A2. I Lower level Demos o Floor Plan EX15T1NG DATA: A3.0 Eaotng Elevatorhs _ A3.1 Exrstmg Elevstwls 44.0 Mahn level Poor Plan Mai. M.- Upper jewel 3,873 sf A4- I Lower Level Floor Man Covered Porch with Roof -1i on dwee shies 291 sf A4.2 Grage Demohu- Plan t Floor Plan Man House Laver Lewes 440,1 A5 O Ma1n level D�mensan Plan i AS I Lower Levd Dmemhon Pfau ! G-W; I .313 a A5.2 Garage Dime Plan 5,917 f A6.0 Ma n le 1 Bedncal pan �\ A6 I Lowaerrelevel Elednr I Pan NEW DATA A7 O Man Level Lghtmg Ir Pan 1 1141 nq A7. I Lower Level Ran Man House Upper Levc1 4.164 sl A8.0 Roof Ran (hncludes porch) A9.0 Pr Ekvatorm ` 5q Footage Added 1 289 sf 1.(3 . °i'os� 1 Mahn House Inver 1<wel _470 s-f. A9. l dosed Ekvatam _ A9.2 Sectors "aF� - -- _4.923 sf A9.4 Guag�e Eievatarrs and ar v Pan Woge 1,313 s.f. A1O. oor 1 Door And W, Detahb rea A to be Removed 240 J. A 10.2 D Ad Whndow DetaYS ew C rage Total 1,073 s.L A1O.3 Extenor Detale A 10.4 Exterar Detx, TOTAL ALL BUILDINGS ON SITE � 5,99 .I, LANDSCAPE L I O Schemata lane,rape Pan j Lnwest Ekvatan Point 77.58' STRUCTURAL 50.0 5t a1 Specrf -t-. Abbr -b- Legend. I of Sit Titte Hghest EkvA- Pant: 88. 13' 50.1 Nahhng Schedhae, Stallard Frarmng DecaNS Cover Sheet -� Aver Elevator Point 92.88' 50.2 Shearwall Schedule. Wood ShexwaN Details 51.0 Lower Level Poudaton Pan, Man Foi dathat•Fwst Floor Framhrg ��&D: p 0 E I 1 Top -Most Elevatan Pant: 109.17' 51.1 Cehhn99 P Il 51.3 Roof Fraan 28Zd0 51.3 Gauge tor. Pan. Garage Ceding Prcmhrg Plan, j'Ea No change m heght. Gauge 52.0 Foudtails 52.1 Fo-a b- Detah, 2 53.0 Framhng DeI P,of !b._ 2006.20 ! Date X0.19.06 � 9Ma No. A0.0 GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED W CONFORMANCE WITH THE FOLLOWING: A. CITY OF SARA TOGA STANDARD SPECIFIC DONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE, B. APPLICABLE SECTIONS 6 ME STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECFICAW NS LATEST EDITION, HEREINAFTER REFERRED TO AS "CALTRANS', C. THESE PLANS AND DETAILS, 0. STANDARDS OF ME UNITED STATES DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, OFFICE OF STANDARDS AND RULES OF ME STATE &WSW U- INDUSTRIAL SAFETY, WHERE CONFLICTS EXIST BETWEEN ANY OF THE ABOVE LISTED SPECIFICATIONS THE MOST STRINGENT LISTED SPEOFTLA77ON SHALL APPLY. 2. IT IS THE RESPON57BIUTY OF THE CONTRACTOR TO SECURE ALL PERMITS NECESSARY TO PERFORM THE WORK, INCLUDING BUT NOT LIMITED TO WORK IN THE PUBLIC RIGHT -OF -WAY, GRADING, TREE REMOVAL, AND UTILITY MODIFICATIONS. J. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THIS PUN. 4. R SHALL BE THE RESPONSIBILITY OF THE VARIOUS CONTRACTORS TO COORDINATE THEIR WORK SO AS TO ELIMINATE CONFLICTS AND WORK TOWARD THE GENERAL GOOD AND COMPLETION OF THE ENTIRE PRO.ECT. 5. ALL WORKMANSHIP AND MATERIALS TURNISHED BY THE CONTRACTOR SHALL BE THE KIND AND QUALITY DESCRIBED IN THE SPECIFICATIONS AND SHALL BE FIRST CLASS THROUGH I. MET THEP FINAL ACCEPTANCE NOR FINAL PAYMENT BY OWNER SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. 6. IN THE EVENT OF ANY CONFLICT OF INFORMATION SHOWN ON THESE PLANS OR ANY CONFLICT BETWEEN THESE PLANS AND ME INTENT OF A CONSISTENT AND FUNCTIONAL PROOIICT, THE CONTRACTOR SHALL SO NOTIFY THE OWNER IN WRITING UPON WHICH NOTICE THE OWNER SHALL RESOLVE THE CONCOCTS BY THE ISSUANCE OF A WRIFTEN ORDER, REVISED PLANS OR BOTH. ME CONTRACTOR SHALL BEAR FULL COST AND RESPONSIBILITY FOR WORK AFFECTED BY SUCH CONFLICTS AND PERFORMED BY CONTRACTOR PRIOR TO SUCH NOTICE TO THE OWNER AND ISSUANCE OF SUCH ORDER AND/OR REVISED PLANS. 7. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY OWNER'S REPRESENTATIVE. B. CONTRACTOR AND SUBCONTRACTORS SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES OR SURFACE IMPROVEMENTS OR M ANY EXISTING DRAINAGE STRUCTURE, WATER STRUCTURE, SEWER CLEANOUTS, MANHOLES, OR ,.UNCTION BOXES FOR UNDERGROUND ELECTRIC, GAS. TELEPHONE, CABLE T.V., STORM, SANITARY, WATER OR OTHER UTILITIES WHICH ARE TO REMAIN IN PUCE AND SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. 9. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND FACILITIES 70. CONTRACTOR SHAH CONTACT BOTH UNDERGROUND SERVICE ALERT (800 -227 -2600) AND ME AFFECTED UTILITY COMPANY PRIOR TO STARTING WORK W REQUEST AND OBTAIN THE MARKING OF EXISTING UNDERGROUND FACILITIES. 11. ENGINEER SHALL BEAR NO RESPONSIBILITY FOR METHODS AND PROCEDURES OF WORK ESTABLISHED BY CONTRAC TOR, XBSI7F CONDITIONS, "STE SM OR CONFORMANCE WITH SAFETY PROCEDURES AND REQUIREMENTS. 12. IN CONFORMANCE WTH GENERALLY ACCEPTED CONSTRUCTION PRACTIfS THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE "SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Or THE PRO$CT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE UMI7ED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS BOTH THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PRO..ECT, EXCEPTING UABNFY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 13. PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK /GRADING ACTIVITIES, THE PERMITTEE SHALL ARRANGE A PRE- CONSTRUCRON MEETING. THE MEETING SHALL INCLUDE THE CITY OF SARATOGA GRADING INSPECTOR (408 -868- 1201), THE GRADING CONTRACTOR AND THE PROJECT SOILS ENGINEER, LAWRENCE KOO (408- 970 - 8685). THE PERA41TTEE OR REPRESENTATIVE SHALL ARRANGE - THE PRE- CONSTRUC77ON MEETING AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHWORK /GRADING ACTIVITIES. 14. APPROVAL OF THIS PLAN APPLIES ONLY TO THE EXCAVATION. PLACEMENT AND COMPACTION OF NATURAL EARTH. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF ANY IMPROVEMENTS. ANY PROPOSED IMPROVEMENTS ARE SUBJECT TO RENEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND ALL OTHER PERMITS /APPROVALS SHALL BE OBTAINED. 75. THE PERMITTEE SHALL MAINTAIN ALL STREETS, SIDEWALKS AND OTHER PUBLIC RIGHT -OF WAYS IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL ROCK OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM PUBLIC PROPERTY. ALL ADJACENT PROPERTY, BOTH PUBLIC AND PRIVATE SHALL BE MAINTAINED W A CLEAN, SAFE AND USABLE CONDITION. 16. ALL GRADING AND EARTHWORK ACTIVITIES SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH STANDARDS ESTABLISHED BY THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES I7. ALL KNOWN WATER WELL LOCATIONS ON SITE, IF ANY, SHALL BE MAINTAINED OR ABANDONED ACCORDING TO CURRENT REGULATIONS AD.WHISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. CALL 408- 265 -2600 X2660 TO ARRANGE FOR DISTRICT OBSERVA77ON OF WELL ABANDONMENT. 18. THIS PUN DOES NOT APPROVE THE REMOVAL OF ANY TREES APPROPRIATE TREE REMOVAL PERMITS SHALL BE OBTAINED FROM THE COMMUNITY DEVELOPMENT DEPARTMENT. ANY REQUIRED TREE PROTECTION MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 19. ALL CONSTRUCTION SITES ARE TO BE MWERIZED WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE FROM OCTOBER 15TH TO APRIL 15M OF EACH YEAR. 20. EXCAVATION CUTS EXCEEDING 5 FEET TYPICALLY REQUIRE A DOSH PERMIT. ALL EXCAVATIONS MUST CONFORM TO APPLICABLE OSHA AND CAL -OSHA REQUIREMENTS. CONTACT CALIFORNIA DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) FOR INFORMATION ABOUT REQUIRED PERMITS . GOSHS LOCAL OFFICE (510) 794 -2521. AT THE PRE - CONSTRUCTION MEETING, THE EXCAVATION CONTRACTOR SHALL SUBMIT PROOF, TO THE CITY BUILDING INSPECTOR, THAT SHOWS HE OR SHE HAS RECEIVED SUCH A PERMIT FROM ROSH. GRADING PLAN FOR TALIEH RESIDENCE AT 19908 BELLA VISTA AVENUE SARATOGA, CALIFORNIA GRADING AND PAVING NOTES 7. WORK SHALL CONSIST OF ALL CLEARING (INCLUDING TREE REMOVAL), GRUBBING, AND STP,IPPING, PREPARATION OR LAND TO BE FILLED. EXCAVATION. SPREADING, COMPACTION AND CONTROL OF THE FILL AND ALL SUBSIDIARY WORK NECESSARY TO COMPLETE THE GRADING TO CONFORM TO THE LINES. GRADING AND SLOPES, AS SHORN ON THE ACCEPTED PLANS AND AS SPECIFIED IN THE SOILS IN VESTIGATION REPORT. 2. THE CONTRACTOR SHALL NOTIFY THE SOIL ENGINEER, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY GRADING OPERATIONS ON-SITE. 3. THE SOILS ENGINEER SHALL BE ON SITE DURING GRADING OPERATIONS AND SHALL PERFORM SUCH TESTING AS DEEMED NECESSARY. THE SOILS ENGINEER SHALL OBSERVE THE GRADING OPERATION FOR CONDITIONS THAT SHOULD BE CORRECTED, AND IDENTIFY THOSE CONDITIONS WIN RECOMMENDED CORRECTIVE MEASURES TO 774E CONTRACTOR. 4- IN THE EVENT THAT ANY UNUSUAL CONDITIONS NOT COVERED BY THESE N07ES ARE ENCOUNTERED DURING GRADING OPERATIONS 714E SOILS ENGINEER AS WELL AS THE GNL ENGINEER, SHALL BE IMMEDIATELY NOTIFIED. 5. ALL EXISTING TRASH. DEBRIS ROOTS TREE REMAINS AND OTHER RUBBISH SHALL BE REMOVED FROM THE SITE SO AS TO LEAVE THE AREAS THAT HAVE BEEN DISTURBED WIN A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, NO BURNING SHALL BE PERMITTED. 6. ALL ON -SIZE SANITARY SEWER LINES AND LATERALS SHALL BE SUBJECT TO BUILDING DEPARTMENT AND SANITARY DISTRICT APPROVAL PRIOR TO INSTALLATION. 7 ALL WORK SHALL UTILIZE BEST MANAGEMENT PRACTICES (BMP 'S) AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. FOR CONSTRUCTION ACTIVITY WHICH DISTURBS SOIL. 8. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATION PREPARED BY ALLIANCE ENV. AND SOIL ENGINEERING, 1400 COLEMAN AVE., SUITE C16 -F, SANTA CLARA, CA 95050, (408) 970 -8585, DATED SEPTEMBER, 2006, FOR THIS PROJECT. 9. GRADING ACTIVITIES ARE ONLY ALLOWED MONDAY THROUGH FRIDAY, 7:30 AM TO 6:00 PM. �2 - Tj PVC DRAIN LINE 1 I 2 8' PLAN GRASSY SWALE - - — -.. PVC DRAW UNE SEE DETAIL BELOW 2' OF 4" TO 12' JAGGED EDGE RIP -RAP BOULDERS SECTION ENERGY DISSIPATER AND GRASSY SWALE DETAIL N.T.S. 3 O' EXISTING GROUND` o -- -_ - -_- SURFACE \I z COMPACTED NARY£ MATERIAL (85S COMPACTION) GRASSY SWALE DETAIL N.T.S. �r� < ALLENDALE A V I ¢r1 { 00okSITE S � �qlt� b4 G 'r 0 Get VICINITY MAP N.T.S. LEGEND ABBREWA77ONS EXISTING t00t CY. AB AGGREGATE BASE RWD REDWDM S= SLOPE AC ASPHALT CONCRETE GND GROUND 55C0 SEWER CLEANOUT AD AREA ORA1N GM GAS METER SO STORM DRAIN BLDG BUILDING GT GRA FE SDCO STORM DAMN CLEANOUT B5 BW BOTTOM OF STEP BASE OF WALL HC HP HANDICAP RAMP HIGH PUNT SDE SS STORM DRAIN EASEMENT SANITARY SEWER. B/W CB BACK OF WALK CATCH BASIN ICV INV IRRIGATION CONTROL VALVE INVERT ELENA TION SSE STA. SANITARY SEWER EASEMENT STATION q CENTERLINE -P JOINT UTUTY POLE T TELEPHONE G.L. DO CENTERLINE DECK DRAIN J7 LF JOINT TRENCH UNEAR FEET IEL TB TELEPHONE TOP OF BANK DI DROP INLET LT.. LEFT TC TOP OF CURB D/W DRIVEWAY MIN MINIMUM IS TOE GE STEP E ELEC ELECTRICAL ELECTRICAL MH DG MANHOLE OUTSIDE GRACE TW VG TOP OF WALL VALLEY GUTTER EP EDGE OF PAVEMENT OH OVERHEAD UTILITY LINE W WATER EUC EUCALYPTUS TREE PSE PUBLIC SERVICE EASEMENT WAN WATER METTER EX FG EXISTING FINISH GRADE PVC P POLYVINYL CHLORIDE PAVEMENT WV WATER VALVE FF FINISH FLOOR RCP REINFORCED CON[. PIPE FU FL FIRE HYDRANT FLOWUNE P.L. PP PROPERTY LINE POWER POLE FS FINISH SURFACE RE Al 0 G GAS GRADE BREAK R/W RIGHT OF WAY GRADING AND PAVING NOTES 7. WORK SHALL CONSIST OF ALL CLEARING (INCLUDING TREE REMOVAL), GRUBBING, AND STP,IPPING, PREPARATION OR LAND TO BE FILLED. EXCAVATION. SPREADING, COMPACTION AND CONTROL OF THE FILL AND ALL SUBSIDIARY WORK NECESSARY TO COMPLETE THE GRADING TO CONFORM TO THE LINES. GRADING AND SLOPES, AS SHORN ON THE ACCEPTED PLANS AND AS SPECIFIED IN THE SOILS IN VESTIGATION REPORT. 2. THE CONTRACTOR SHALL NOTIFY THE SOIL ENGINEER, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY GRADING OPERATIONS ON-SITE. 3. THE SOILS ENGINEER SHALL BE ON SITE DURING GRADING OPERATIONS AND SHALL PERFORM SUCH TESTING AS DEEMED NECESSARY. THE SOILS ENGINEER SHALL OBSERVE THE GRADING OPERATION FOR CONDITIONS THAT SHOULD BE CORRECTED, AND IDENTIFY THOSE CONDITIONS WIN RECOMMENDED CORRECTIVE MEASURES TO 774E CONTRACTOR. 4- IN THE EVENT THAT ANY UNUSUAL CONDITIONS NOT COVERED BY THESE N07ES ARE ENCOUNTERED DURING GRADING OPERATIONS 714E SOILS ENGINEER AS WELL AS THE GNL ENGINEER, SHALL BE IMMEDIATELY NOTIFIED. 5. ALL EXISTING TRASH. DEBRIS ROOTS TREE REMAINS AND OTHER RUBBISH SHALL BE REMOVED FROM THE SITE SO AS TO LEAVE THE AREAS THAT HAVE BEEN DISTURBED WIN A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, NO BURNING SHALL BE PERMITTED. 6. ALL ON -SIZE SANITARY SEWER LINES AND LATERALS SHALL BE SUBJECT TO BUILDING DEPARTMENT AND SANITARY DISTRICT APPROVAL PRIOR TO INSTALLATION. 7 ALL WORK SHALL UTILIZE BEST MANAGEMENT PRACTICES (BMP 'S) AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD. FOR CONSTRUCTION ACTIVITY WHICH DISTURBS SOIL. 8. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATION PREPARED BY ALLIANCE ENV. AND SOIL ENGINEERING, 1400 COLEMAN AVE., SUITE C16 -F, SANTA CLARA, CA 95050, (408) 970 -8585, DATED SEPTEMBER, 2006, FOR THIS PROJECT. 9. GRADING ACTIVITIES ARE ONLY ALLOWED MONDAY THROUGH FRIDAY, 7:30 AM TO 6:00 PM. �2 - Tj PVC DRAIN LINE 1 I 2 8' PLAN GRASSY SWALE - - — -.. PVC DRAW UNE SEE DETAIL BELOW 2' OF 4" TO 12' JAGGED EDGE RIP -RAP BOULDERS SECTION ENERGY DISSIPATER AND GRASSY SWALE DETAIL N.T.S. 3 O' EXISTING GROUND` o -- -_ - -_- SURFACE \I z COMPACTED NARY£ MATERIAL (85S COMPACTION) GRASSY SWALE DETAIL N.T.S. �r� < ALLENDALE A V I ¢r1 { 00okSITE S � �qlt� b4 G 'r 0 Get VICINITY MAP N.T.S. EARTHWORK QUANTITIES LEGEND PROPOSED EXISTING t00t CY. IMPORT 45t CY. PROPERTY LINE LI�� /F--- BUILDING FOOTPRINT INDEPENDENT ESTIMATE PRIOR TO BIDDING. T e m * y CLeAL Ole AC PAVEMENT b' o4TF 0109 ��% FIRE HYDRANT t R 0 F WATER VALk- ' � El 'p WATER METER O`'a JOINT POE O4 QO- SANTARY MANHOLE SRRM DRAIN MANHOLE 0 SANITARY CLEANOUT R> EX. TREE TD BE REMOVED CONTOUR UNE (7� BP CA ICH BASIN Olp AREA DRAM '- - EASEMENT�IJNE — B.S.L. — — - _ _ BUILDING SETBALX UNE DRAINAGE FLOW RETAINING WALL -- s—>. -- FENCE LINE - -50 -- STORM DRAIN LINE - -SS -- SANITARY SLIVER LINE -- WATER LINE v =w —C— GAS LINE R EARTHWORK QUANTITIES CUT 1 55t CY. FILL t00t CY. IMPORT 45t CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESTIMATED EARTHWORK. ACTUAL EARTHWORK OUANT 11ES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICATIONS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. 2i DI_ N I� P O O V� c� 4 c w�i moN ul H Y� 6'O� fig( 6 L 3v W Z Lu 'a Q _U) J J W�.A� W co CD Q1 r o z a g ♦Wi Z t7 Q Z Z Q U Q QO K Q 6 R409fl55lpA4 6YpaCpn d 1 ��6�c�o �Y a c � T e m * y CLeAL Ole 2 b' o4TF 0109 ��% OF CALLfOQ^ e60K t R 06790 P I nJ'� I � ipp IT b STORM ORMN SYSTD6f AT CONTRACTOR SHALL LOCATE THE THE I'RONT OF THE ESTSTTNC HOLISE, AND THE STORM DRAIN afTlEl. 2, 41� IT IC V, Vo :y , Y _lr ly Ail co it 2W i ii fl � y -. \" ®. T�� -� 1'>:/� F �i� \�\ `�. -r-u. off'' -;} , �, ,[� 1+ /� P/ ,/} � .' / - �- �r�i>� L � � .. ,; C'� Q tl W Al N, �o LOCATE ABANDON EX SEPVC SYSM & LEAUl R PER E ODLtNTY HEAL 7H DEPARTMENT REQUIREMENTS lz NO OF J` // k— ------ aW 01/09/07 -Ck 06190 GENERAL NOTES I. ALL WORK SHALL BE PERFGRMED IN CONFORMANCE WM ME FOLLOWING.. A CITY ICY SAFA TOO STANDARD WIFRE APPLICABLE SPECIFICATIONS AND DETAILS FOR G GRADING B. APPLICABLE SECTIOIS OF THE STATE OF CALIFORNIA DEPARTMENT ON MANSPDRTARCW STANDARD SPECIFICATIONS "TEST LATEST EDITION, HEREINAFTER REFERRED TO AS "CALTRANS'. G THESE PLANS AND DETAILS, T D. STANDARDS OF M£ UNITED STATES DEPARTMENT ON LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, OFFICE OE STANDARDS AND RULES OP THE TALIEH R STATE DIVISION ON INDUSTRIAL SAFETY. WHERE CONFLICTS EXIST BETWEEN ANY ON THE ABOVE LISTED 9PECIFICATIpIS THE MOST A A 2. IT IS THE RESPONSIEVOTY OF THE CONTRACTOR TO SECURE ALL PERMITS NECESSARY TO PERFORM THE WORK, INCLUDING BUT NOT LIMITED TO MARK IN THE PUBLIC RIGHT -Or -WAY, GRADING, TREE REMOVAL. AND UTILITY MODIFICA PONS 1 19908 B E L L A VISTA AVENUE 4. IT SHALL BE THE RESPONSBIU7Y OF THE VARIOUS CONTRACTORS TO COORDINATE THEIR MOCK 50 AS TO ELIMINATE CONFLICTS AND WORK TOWARD THE TO GOOD AND COMPLETION ME ENTIRE PROJECT. S A R A T O G A, CALIFORNIA 5. ALL NORKNANS NIP AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE THE KIND AND QUALITY DESCRIBED IN ME SPECIFICATIONS AND SHALL BE FIRST CLASS MROUGF7OU* NEITHER FINAL ACCEPTANCE NOR FINAL PAYMENT BY OWNER SHALL REUEVE ME CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMAN:HIP. 6. IN THE EVENT OF ANY CONFLICT OF INFORMA VON SHOWN ON THESE PLANS OR ANY CONFLICT BETWEEN THESE MANS AND THE INTENT ON A CONSISTENT AND FUNCTIONAL ABBREWA T70NS PRODUCT. THE CONTRACTOR SHALL SO NONFY ME OWNER IN WRITING, UPON WHICH NOTICE THE OWNER SHALL RESOLVE ME CONFUCIS BY THE ISSUANCE ON A WRITTEN ORDER. REVISED PLANS OR BOTH. THE CONTRACTOR SHALL BEAR FULL COST AND AB AGGREGATE BASE RWO REDWOOD � SLOPE RESPONSIBILITY FOR WORK AFFECTED BY SUCH CONFLICTS AND PERFORMED BY AC ASPHAL T CONCRETE ONO GROUND SSCO SEWER CLEAN WT CONTRACTOR PRIOR TO SUCH NOTICE TO THE OWNER AND ISSUANCE OF SUCH ORDER AD AREA DRAIN GM GAS METER SD STORM DRAWN AND /OR REFUSED PLANS BLDC BUIUNNG CT GRA IE SDCO STCRN DRAIN CLEANOUT BS BOTTOM ON STEP HC HANDICAP RAMP SOE STORM DRAIN EASEMENT 7. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY BW BASE OF WALL HP HIGH POINT SS SANITARY SEWER OMNEA'S REPRESENTATIVE. B/W BACK OF WALK ICV IRRIGATION CONTROL VALVE SSE SANITARY SEWER EASEMENT CB CATCH BASIN INV INVERT ELEVATION STA STA IIOJ 8. CONTRACTOR AND SUBCONTRACTORS SHALL EXERCISE ALL NECESSARY CAUTION TO ANND CL CENTERLINE JOINT URUTY POLE T 7EfEPHONE DAMAGE TO ANY EXSTING TREE$ OR SURFACE IMPROVEMENTS OR TO ANY EXISTING C.L. CENTERLNEE ✓T IXA'NT TRENCH TEL TELEPHONE DRAINAGE STRUCTURE, WATER STRUCTURE, SEWER CLEANOUTS: MANHOLES, OR AINCRON OD DECK DRAIN LF LINEAR FEET TB TOP OF BANK BOXES FOR UNDERGROUND ELECTRIC, GAS TELEPHONE, CABLE TV., STORM, SANITARY, Of DROP INLET LT. LEFT - TC TOP or CURB WATER OR OTHER UTILITIES WHICH ARE TO REMAIN IN PLACE AND SHALL BEAR FULL D/W DRIVEWAY MIN MINIMUM TS TOE Or STEP RESPONSIBILITY FOR ANY DAMAGE THERETO. E ELECTRICAL MH MANHOLE FIY TOP OR WAIL ELEC. ELECTRICAL OG OUTSIDE GRADE W VALIFY GUTTER B. IT SHALL BE ME RESPOVSB'Lltt ON THE PERMITTEE TO IDENTIFY, LOCATE AND EP EDGE OF PAVEMENT O H OVERHEAD URUTY LINE W WATER PROTECT ALL UNDERGROUND FACILITIES EUC EUCALYPTUS TREE PS, PUBLIC SERVICE EASEMENT m WATER METTER EX. EXISTING PVC POLYVINYL CHLORIDE WV WATER VALVE 10. CONTRACTOR SHALL CONTACT BOTH UNDERGROUND SERVICE ALERT (600 -2ND OBTAIN 0) AND FG FINISH GRADE P PAVEMENT THE AFFECTED UTILITY COMPANY PRIOR i0 STARTING WORK TO REQUEST AND OBTAIN THE FF FINISH FLOOR RCP REINFORCED CON C. PIPE MARKING OF EXISTING UNDERGROUND FACILITIES. FN FIRE HYDRANT PL PROPERTY LINE IT ENGINEER SHALL BEAR NO RESPONSIBILITY RESPONSIBILITY Fi FLOWLINE FOR METHODS AND PROCEDURES C£ WORK FS FINISH SURFACE PP POWER POLE RT. RIONT ESTABLISHED BY CONTRACTOR, "SITE CONDITIONS JOBSITE SAFETY OR CONFORMANCE G GAS R/W RIGHT OF WAY W TH SAFETY PROCEDURES AND REQUIREMENTS. GB GRADE BREAK 12. IN CONFORMANCE MM GENERALLY ACCEPTED CONSTRUCTION PRACTICE$ THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE "SITE COV0177ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL INDEMNIFY 2, AND HOD HARMLESS BOTH THE OWNER AND ENGINEER FROM ANY AND ALL UABIUTY REAL - OR ALLEGED IN CONNECTION MM THE PERFORMANCE OF THE WORK ON THIS PRCLECT, EXCEPRNG UABIUTY ARISING FROM ME SOLE NEGLIGENCE ON ME OWNER OR ENGINEER. PVC DRAIN LINE 13. PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK /GRADING ACTIVITIES, THE - PERM/TTEE SHALL ARRANGE A PRE - CONSTRUCTION MEETING. THE METING SHALL INCLUDE THE CITY OF SARATOGA GRADING INSPECTOR (409 -868- 1201), THE f 1 GRADING CONTRACTOR AND THE PRO,FCT SOILS ENGINEER, LAWRENCE Koo 2 (408 - 970 - 8685). THE PERMITTEE OR REPRESENTATIVE SHALL ARRANGE THE PRE - CONSTRUCTION MEE77NG AT LEAST 48 HOURS PRIOR TO THE START OF ANY g EAR MWt7RK /GRADING ACTIVITIES PLAN 14. APPROVAL OF THIS PLAN APPLIES ONLY TO THE EXCAVATION, PLACEMENT AND COMPACTION OF NATURAL EARTH. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF GRADING AND PAWNS NOTES ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL ON ANY IMPROVEMENTS. 1. WORK SHALL CONSIST OF ALL CLEARING (INCLUDING TREE REMOVAL). GRUBBING, AND ANY PROPOSED IMPROVEMENTS ARE SUB�CT TO REVIEW AND APPROVAL BY THE SNDIPPPIN, PREPARATION OR AND LAND TO B FILLED. EEXCAVA RON. SPREADING. COMPLETE 77 GRASSY SINN,£ PIN LINE RESPONSIBLE AUTHORITIES AND ALL OTHER PERMITS /APPROVALS SHALL BE OBTAINED. GRADING TO CONFORM TO THE LINES, GRADING AND SLOPES. AS SHOWN ON THE SEE DETAIL BELOW PNC DR 15. THE PERMITTEE SHALL MAINTAIN ALL STREETS, SIDEWALKS AND OTHER PUBLIC ACCEPTED PLANS AND AS SPECIFIED IN THE SOILS INVESTIGABON REPORT. RIGHT -OF WAYS IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL. p THE CONTRACTOR SHALL N07IFY THE SOIL ENGINEER, AT LEAST 48 HOURS PRIOR TO 2' OF 4' TO 12' JAGGED ROCK OR CNSTRUC7ON DEBRIS SHALL BE REMOVED FROM PUBUC PROPERTY. ALL COMMENCEMENT OF ANY GRADING OPERA BONS ON-97E. TE. EDGE RIP -RAP BOULDERS ADJACENT PROPERTY, BOTH PUBLIC AND PRIVATE, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 3. THE SOILS ENGINEER SHALL BE ON SITE DURING GRADING OPERA BONS AND SHALL SECTION 16. ALL GRADING AND EARTHWORK ACTIVITIES SHALL BE PERFORMED IN SUCH A PERFORM SUCH TESTING AS DEEMED NECESSARY. THE SOILS ENGINEER SHALL OBSERVE THE GRADING OPERATION FOR CONDITIONS MAT SHOULD BE CORRECTED, AND IDENTIFY MANNER AS TO COMPLY WITH STANDARDS ESTABLISHED AT ME BAY AREA AIR THOSE CONDITIONS WITH RECOMMENDED CORRECTIVE MEASURES TO THE CONTRACTOR. ENERGY DISSIPATER DUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 4. IN THE EVENT THAT ANY UNUSUAL CONDITIONS NOT COVERED BY THESE NOTES ARE AND GRASSY SWALE DETAIL 17. ALL KNOWN WATER WELL LOCATIONS R SITE, IF ANY, SHALL BE MAINTAINED TA ENCOUNTERED DURING GRADING OPERATIONS THE SOILS ENGINEER AS WELL AS THE GNL ABANDONED ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY ME SANTA ENGINEER, SHALL BE IMMEDIATELY NOTIFIED. CLARA VALLEY WATER DISTRICT F WELL ABA 408- 265 -2600 X2660 TO ARRANGE FOR N.T.S. DISTRICT OBSERVAB ON ON HELL ABANDONMENT. 5. ALL EXISTING TRASH, DEBRIS. ROOTS, TREE REMAINS AND OTHER RUBBISH SHALL BE REMOVED FROM ME SITE SO E AS TO LEAVE THE AREAS TLY HAVE BEEN BURNING S WI LL 18. THIS PLAN DOES NOT APPROVE THE REMOVAL O ANY TREES APPROPRIATE A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS NO BURNING SHALL TREE REMOVAL PERMITS SHALL BE OBTAINED FROM THE COMMUNITY DEVELOPMENT BE PERMITTED. 10' DEPARTMENT. ANY REQUIRED TREE PROTECTION MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 6. ALL ON-SITE SANITARY SEWER LINES AND LATERALS SHALL BE SUBJECT TO BUILDING DEPARTMENT AND SANITARY DISTRICT APPROVAL PRIOR TO INSTALLATION. EXISTING GROUND 19. ALL CONSTRUCTION SITES ARE 70 BE YANTERIZ£D W77H APPROPRIATE EROSION SURFACE CONTROL MEASURES IN PUCE FROM OCTOBER 15TH TO APRIL 15TH OF EACH YEAR. 7 ALL WORK SHALL U77UZE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE - ` STATE WA I'ER RESOURCES CONTROL BOARD, FOR CONSTRUCTION ACTIl47Y VMICH - J 1 20. EXCAVATIOVJ CUTS EXCEEDING 5 FEET TYPICALLY REWIRE A DISH PERMIT. AL DISTURBS SDI". 2 EXCAVATIONS MUST CONFORM TO APPLICABLE OSHA AND CAL -OSHA REQUIREMENTS 8. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CEOTECHNICAL INVESTIGATION CONTACT CALIFORNIA DEPARTMENT OF OCCUPATIONAL SAFETY AND REALM (DISH) COMPACTED NATIVE MATERIAL PREPARED BY ALLIANCE ENV. AND SOIL ENGINEERING. 1400 COLEMAN AVE., SUITE C16 -F, FOR INFORMAAON ABOUT REWIRED PERMITS . DISH'S COCA( OFFICE: (510) 794 -2521. SANTA CLARA, CA 95050, (409) 97(7_8685. DATED SEPTEMBER, 2006, FOR THIS PROJECT. (85x COMPACTION) AT THE PRE - CONSTRUCTION MEETING, THE FXCAVA BON CONTRACTOR SHALL SUBMIT PROOF, TO THE CITY BUILDING INSPECTOR, THAT SHOWS HE OR SHE HAS RECEIVED 9. GRADING ACTIVITIES ARE ONLY ALLOWED MONDAY THROUGH FRIDAY, 7.30 AM SUCH A PERMIT FROM DISH. i TO 6:00 PM. GRASSY SWALE DETAIL N.T.S. i SITE O C7 S �o VICINITY MAP N.T.S. LEGEND PROPOSED EXISTING L� - - -- P...... Y ONE u E=D, BUILDING FOOTPRINT —� AC PAVEMENT 7=+ FIRE HYDRANT _ WATER VALVE ❑ l � WATER METER ' � JOINT POLE `�/�'>t SANITARY MANHOLE �p V STORM GRAIN MANHOLE Oq Or SANITARY CLEANOUT TREE EX. TREE TO BE REMOVED CO 1 LINE EF CATCH BASIN O� OP AREA DRAIN — — — — — — — — EASEMENT UNE BUILDING SETBACK LINE - ^�`-Oe— - M -O� - -- DRAINAGE MOW RETAINING WALL — ,r-- ,.-- -.'- -- FENCE ONE - -SD - -- STORM DRAIN LINE - -55 -- SANITARY SEWER LINE __ —W -- WATER LINE —G - --- GAS LINE EARTHWORK QUANTITIES CUT 55. Cl. FILL 100. CY. IMPORT 45f CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESTIMATED EARTHWORK. ACTUAL EARTHWORK OUANTITIES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICATIONS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. �w d qo o Yy W �o V mN Y E 02 o Q W Z W Q Q C 1— U. N_ L) Q a J1 � J Q W R m Q G N CD r Q Z a Q IIIL^ Z V Z 6 Q SWEET E I RR,0T855/py � y 69 p E M 4 to 4� mac' B6 Z R CIVIL T "e or cALwpe DATE 01/09/07 pRdUuj smA Y A B Na s aelso $ 12. IN CONFORMANCE MM GENERALLY ACCEPTED CONSTRUCTION PRACTICE$ THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE "SITE COV0177ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL INDEMNIFY 2, AND HOD HARMLESS BOTH THE OWNER AND ENGINEER FROM ANY AND ALL UABIUTY REAL - OR ALLEGED IN CONNECTION MM THE PERFORMANCE OF THE WORK ON THIS PRCLECT, EXCEPRNG UABIUTY ARISING FROM ME SOLE NEGLIGENCE ON ME OWNER OR ENGINEER. PVC DRAIN LINE 13. PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK /GRADING ACTIVITIES, THE - PERM/TTEE SHALL ARRANGE A PRE - CONSTRUCTION MEETING. THE METING SHALL INCLUDE THE CITY OF SARATOGA GRADING INSPECTOR (409 -868- 1201), THE f 1 GRADING CONTRACTOR AND THE PRO,FCT SOILS ENGINEER, LAWRENCE Koo 2 (408 - 970 - 8685). THE PERMITTEE OR REPRESENTATIVE SHALL ARRANGE THE PRE - CONSTRUCTION MEE77NG AT LEAST 48 HOURS PRIOR TO THE START OF ANY g EAR MWt7RK /GRADING ACTIVITIES PLAN 14. APPROVAL OF THIS PLAN APPLIES ONLY TO THE EXCAVATION, PLACEMENT AND COMPACTION OF NATURAL EARTH. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF GRADING AND PAWNS NOTES ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL ON ANY IMPROVEMENTS. 1. WORK SHALL CONSIST OF ALL CLEARING (INCLUDING TREE REMOVAL). GRUBBING, AND ANY PROPOSED IMPROVEMENTS ARE SUB�CT TO REVIEW AND APPROVAL BY THE SNDIPPPIN, PREPARATION OR AND LAND TO B FILLED. EEXCAVA RON. SPREADING. COMPLETE 77 GRASSY SINN,£ PIN LINE RESPONSIBLE AUTHORITIES AND ALL OTHER PERMITS /APPROVALS SHALL BE OBTAINED. GRADING TO CONFORM TO THE LINES, GRADING AND SLOPES. AS SHOWN ON THE SEE DETAIL BELOW PNC DR 15. THE PERMITTEE SHALL MAINTAIN ALL STREETS, SIDEWALKS AND OTHER PUBLIC ACCEPTED PLANS AND AS SPECIFIED IN THE SOILS INVESTIGABON REPORT. RIGHT -OF WAYS IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL. p THE CONTRACTOR SHALL N07IFY THE SOIL ENGINEER, AT LEAST 48 HOURS PRIOR TO 2' OF 4' TO 12' JAGGED ROCK OR CNSTRUC7ON DEBRIS SHALL BE REMOVED FROM PUBUC PROPERTY. ALL COMMENCEMENT OF ANY GRADING OPERA BONS ON-97E. TE. EDGE RIP -RAP BOULDERS ADJACENT PROPERTY, BOTH PUBLIC AND PRIVATE, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 3. THE SOILS ENGINEER SHALL BE ON SITE DURING GRADING OPERA BONS AND SHALL SECTION 16. ALL GRADING AND EARTHWORK ACTIVITIES SHALL BE PERFORMED IN SUCH A PERFORM SUCH TESTING AS DEEMED NECESSARY. THE SOILS ENGINEER SHALL OBSERVE THE GRADING OPERATION FOR CONDITIONS MAT SHOULD BE CORRECTED, AND IDENTIFY MANNER AS TO COMPLY WITH STANDARDS ESTABLISHED AT ME BAY AREA AIR THOSE CONDITIONS WITH RECOMMENDED CORRECTIVE MEASURES TO THE CONTRACTOR. ENERGY DISSIPATER DUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 4. IN THE EVENT THAT ANY UNUSUAL CONDITIONS NOT COVERED BY THESE NOTES ARE AND GRASSY SWALE DETAIL 17. ALL KNOWN WATER WELL LOCATIONS R SITE, IF ANY, SHALL BE MAINTAINED TA ENCOUNTERED DURING GRADING OPERATIONS THE SOILS ENGINEER AS WELL AS THE GNL ABANDONED ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY ME SANTA ENGINEER, SHALL BE IMMEDIATELY NOTIFIED. CLARA VALLEY WATER DISTRICT F WELL ABA 408- 265 -2600 X2660 TO ARRANGE FOR N.T.S. DISTRICT OBSERVAB ON ON HELL ABANDONMENT. 5. ALL EXISTING TRASH, DEBRIS. ROOTS, TREE REMAINS AND OTHER RUBBISH SHALL BE REMOVED FROM ME SITE SO E AS TO LEAVE THE AREAS TLY HAVE BEEN BURNING S WI LL 18. THIS PLAN DOES NOT APPROVE THE REMOVAL O ANY TREES APPROPRIATE A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS NO BURNING SHALL TREE REMOVAL PERMITS SHALL BE OBTAINED FROM THE COMMUNITY DEVELOPMENT BE PERMITTED. 10' DEPARTMENT. ANY REQUIRED TREE PROTECTION MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 6. ALL ON-SITE SANITARY SEWER LINES AND LATERALS SHALL BE SUBJECT TO BUILDING DEPARTMENT AND SANITARY DISTRICT APPROVAL PRIOR TO INSTALLATION. EXISTING GROUND 19. ALL CONSTRUCTION SITES ARE 70 BE YANTERIZ£D W77H APPROPRIATE EROSION SURFACE CONTROL MEASURES IN PUCE FROM OCTOBER 15TH TO APRIL 15TH OF EACH YEAR. 7 ALL WORK SHALL U77UZE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE - ` STATE WA I'ER RESOURCES CONTROL BOARD, FOR CONSTRUCTION ACTIl47Y VMICH - J 1 20. EXCAVATIOVJ CUTS EXCEEDING 5 FEET TYPICALLY REWIRE A DISH PERMIT. AL DISTURBS SDI". 2 EXCAVATIONS MUST CONFORM TO APPLICABLE OSHA AND CAL -OSHA REQUIREMENTS 8. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CEOTECHNICAL INVESTIGATION CONTACT CALIFORNIA DEPARTMENT OF OCCUPATIONAL SAFETY AND REALM (DISH) COMPACTED NATIVE MATERIAL PREPARED BY ALLIANCE ENV. AND SOIL ENGINEERING. 1400 COLEMAN AVE., SUITE C16 -F, FOR INFORMAAON ABOUT REWIRED PERMITS . DISH'S COCA( OFFICE: (510) 794 -2521. SANTA CLARA, CA 95050, (409) 97(7_8685. DATED SEPTEMBER, 2006, FOR THIS PROJECT. (85x COMPACTION) AT THE PRE - CONSTRUCTION MEETING, THE FXCAVA BON CONTRACTOR SHALL SUBMIT PROOF, TO THE CITY BUILDING INSPECTOR, THAT SHOWS HE OR SHE HAS RECEIVED 9. GRADING ACTIVITIES ARE ONLY ALLOWED MONDAY THROUGH FRIDAY, 7.30 AM SUCH A PERMIT FROM DISH. i TO 6:00 PM. GRASSY SWALE DETAIL N.T.S. i SITE O C7 S �o VICINITY MAP N.T.S. LEGEND PROPOSED EXISTING L� - - -- P...... Y ONE u E=D, BUILDING FOOTPRINT —� AC PAVEMENT 7=+ FIRE HYDRANT _ WATER VALVE ❑ l � WATER METER ' � JOINT POLE `�/�'>t SANITARY MANHOLE �p V STORM GRAIN MANHOLE Oq Or SANITARY CLEANOUT TREE EX. TREE TO BE REMOVED CO 1 LINE EF CATCH BASIN O� OP AREA DRAIN — — — — — — — — EASEMENT UNE BUILDING SETBACK LINE - ^�`-Oe— - M -O� - -- DRAINAGE MOW RETAINING WALL — ,r-- ,.-- -.'- -- FENCE ONE - -SD - -- STORM DRAIN LINE - -55 -- SANITARY SEWER LINE __ —W -- WATER LINE —G - --- GAS LINE EARTHWORK QUANTITIES CUT 55. Cl. FILL 100. CY. IMPORT 45f CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESTIMATED EARTHWORK. ACTUAL EARTHWORK OUANTITIES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICATIONS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. �w d qo o Yy W �o V mN Y E 02 o Q W Z W Q Q C 1— U. N_ L) Q a J1 � J Q W R m Q G N CD r Q Z a Q IIIL^ Z V Z 6 Q SWEET E I RR,0T855/py � y 69 p E M 4 to 4� mac' B6 Z R CIVIL T "e or cALwpe DATE 01/09/07 pRdUuj smA Y A B Na s aelso $ EARTHWORK QUANTITIES CUT 55. Cl. FILL 100. CY. IMPORT 45f CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESTIMATED EARTHWORK. ACTUAL EARTHWORK OUANTITIES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICATIONS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. �w d qo o Yy W �o V mN Y E 02 o Q W Z W Q Q C 1— U. N_ L) Q a J1 � J Q W R m Q G N CD r Q Z a Q IIIL^ Z V Z 6 Q SWEET E I RR,0T855/py � y 69 p E M 4 to 4� mac' B6 Z R CIVIL T "e or cALwpe DATE 01/09/07 pRdUuj smA Y A B Na s aelso $ �w d qo o Yy W �o V mN Y E 02 o Q W Z W Q Q C 1— U. N_ L) Q a J1 � J Q W R m Q G N CD r Q Z a Q IIIL^ Z V Z 6 Q SWEET E I RR,0T855/py � y 69 p E M 4 to 4� mac' B6 Z R CIVIL T "e or cALwpe DATE 01/09/07 pRdUuj smA Y A B Na s aelso $ URA"HIC ..CALL J 'a h.. J� 1z, IN WA i CONTRACTOR _'HALL LOCATE THE D'Sl7NG S M DRAIN SYSTEM Ai THE FRONT OF I?fE EVSDNG HOE)SE AND THE STORM DRAIN al7l ET �00 c I �llp In 0. ul 0 U) CD CD J inx J, (L LU V '1131 I Y ""Y" "FI. I / , TIC SYSTEM K/ IT LEA� nELo PER ME C �NTYWALM DEPARTMENT REQUIREVEHM lv J, ft" A- 10 F c i 01/09/07 5"W" 1IM" L7_am 90 F9UNDAi ION NOTES: NOTE: NI structural porn take ?reeedence over archtecWnel sheet raves. Refer W structural dnwr,gs and o.L,,iatam +r, general. CODES: All foufl to --i shag - .,Form to applcabk -tars of the 1997 DEC. UNIFORM BUILDING CODE aid CALIFORNIA SLALDING CODE (CBC) 2001 EdlUOn. STANDARDS: Tran.t nu u ^nc ae shall coniom to ASTM spec+frcac:al G54. CONCRETE: For fmtras, :he v'.Hmace ccmPress+r st ;ergs!: t 23 Baas S:nzU a 25O0 p­ Mavm,m agarmae sue 1 -1/2', slurp, d• n -ummum cement shin a S I; 2' sacs -- yard of :nz I'd waver .-cater[ shall x max. 7 gapone pe- sa_c REINFO.RL!NG: Rev,fcr; ro steel shall tc a aa- 40 wJ1 de'cn:vaors per ASTM - n ,1-305 and welded w,re .ax pc ASTM sc�lli� ban A! 95- 5p!ces mpe:nf<rolq shall lap nr. 32 tl.a,..,ere,s .,crrsc wort v Jex, etne- krqttu are spenf:ed or plans, 12anicrc,rq steel f"A!: r_ cent 16• ace, arormd ..as. Eaterd rmforor g 2' 0` b_ew,d -9e IF oxu:g eat, 1 Arcund a5 .IOIN S: Corlstn,•ctlon Jrnn:s xap - thor- !ray ar arc waz- de:.. -e arc aahened w eaposed caa•se aggregates. Surface w recene ua,cre x59 na,r.- contlnupasly we- at !ease Harm ro e aj.- of F o rr,,. .ANCHORS: A -!or -, --olt5, m X5 a- I— to --Arse - be se. (. tent eTe slue be fumy ­I po5+H5n o_.a•e colter_., a pi--. T`_MPERArURE: CS to shall be ccee..d to manta'^ degrees Fahrenh- a- below 60 degrees Fah: e:,he+t. Co,­ J 5, kel � ccll:ln. wet icr --1d afro Ffx 3 MUD51LL5: Ali muds+lls shall be -:'ached dlreoay to cerrete f­­ 5 /5' daretG , 10' ­r t ft At 46' ox. -le- othe w ho iAv­ par or deta,ls. Refer host t..A dnwmgs, :yp. FRAMING NOty NAILING: AP ede, or walk_ ;han be 2 a 4 sVds It I e c. wt} 1,e pMmaoc 'heal-" 9d @ E' o.c. (edge) and 12'­ (field) on ­,or ire rmless etb- rot- en acre. Goo -e- i/5' (pusmrnvs). SHEATHING: All Irte^ar wall and cc!Ina fact Are to be she:CV4 oath 112' Gypsum boars. Nail Ali 3ypwm. board to wall studs, p'a a d - oUCkr•; wrl, 5d ceder raAe a'- 7- o.c. Tape. future and cart a9 gypsur, by F rash to ma's ,saarq. Use water essan[ ay;asum bacung beard At a!! "l!C wet. tense ble` 5PLM5: °cams s,an ro- rxe 50,1, or cFleckS brae- tr-.. the ramcw fax dear -r. FRAMING OPENING-': F' h, rontmaous a *er fram,ng around it roof, ce 3. floor add wait epewng5 such as vents, cell" access, order fin access, eve. F.e 4 , or double 2 ::^r -.^fp- t ,m:r:o, aro i openurds Acre ­J cr pans. BOLTS: 9c11- be, n on woad shah rave sta:da..d cast Iroa or :+ulL.ack was!e.•s. -dolt held s V be dried ! 132' ­?e- Lb, bait doer_ . METAL , OWN ^ - f: amr.. devc.°_ shat to as --rule -^yes: try 5:mp5on Co. or equal, 1m 11 wtt, rails anUor botu per rvnufaotureh spa„ca.ae. ARCHI T ECURAL NOTES: 'Lt RING: Ah roof, was! a c floor flash! sha!i be 2C CA. ro v .red unvss otherw,x r-ot- - plays. ,5ct Ali fbshmg 11045t _e,• -eat a-� nset .ier�e: putt pots :r buCyi (castle. Rocf flas!ana s`W be installed per UBC, 5ecticn 1565 and 1 5G9, ypcal DOORS AND WINDOWS: All w.ndows are to be doube g!aaed. A11 erte::or J-, and w do e to t>c Idly w _ - str,pped. cerafe, and Ube ,e for w i,1 e to energy cps..rvaton regubapa. - GLAZING: Ad' g!-,l shall oorfonm to federal glaav 3 reaJatnns aw Chapte, 24 01 'he LW Gar: j In doors ono w +thin 1 of doors s'Il Lc f,.6/ [capered 5howcr /tub ens !osure qla ,rag to ie tuAy terrxr -. STREET NUMBEPS: App•oved stred our, bens cr add,._( shoe r_ Tm::v -. Lrx w as p:anly "'Me and leg le fray tae- street. CAULK:NG: All !o and pene[raLC.ns at eatr -, wall, oehnos and ass l,'L shat be [fully caulked and -i -. WEAT HER BARRIER: All weather exposm '.vall surfaces 5nall be protected wth an underlayment of two layers of Type D buiJ I,3 paper con!orrnvq to UBC standards on an approved ?apex bat ken ,octal lath. ?I.YWrJOD SHEATHING NOTE: All reef and gable ends are :0 7e s:eeathee :n ragant borne,- Plyxrocd. FIREPLACfS: f ar,ufactured. ­o clearance gas firepace W a„W vey l .: r b; Heat 'N' Glo' or equal. ICBOA 3,154, F: ep!acc and ch :rin y shall be :rstalled xr aiacWrer's mstrur.[,ore and .n compluwe wth the !CBO ot-j. Hearth ex[ers :on mnstru -on, materials and sere to -r eel rrenufacture,'s ,mtrucnons and In _I,, anx wth the ICBO !15[,ng. GYPSUM WALLBOARD. All :ntsor wall and -.1 q faces are to be sheathed .. 1/2' gypsum. board. Nall an gypeu,n bo-1 w wall studs, etates, V-1-3. etc., with 5d cooler -1, at 7'­. unless ether spegtr; nail spaclrq Is rated on pert , T,. and future walls and calings L, ma'.ch -e- fl­­ to remn.n. ZOOF VENTILATION: The co ,tn shag _,de roof ze1:GbCOr. pea f19C se�tm 1 5G5._ The net fret v°raia" I- shall neat be L'ur: 1/150 _nta-tL ' and hag be Pronded 7 -f car. wap or vests. sofa--:; to prove ,o wn. The epemrgs sh.4 be _e,` by coro5lon resent ' rresh w:V n>cry 5- -rrl15 of 114. du:vsraon. Ref- tc alcu!aaon5 bebw. INSULATION: Cell :has, walls anti flcvrs shall nor 1 - wAa'xa+ (refer v i :tle 24 / docume ta,n i DEC oarter. c,ts). EXTERIOR PIASi ER iATh: E11- poster lath -1 r, of an ­ PO ` vl or rare A— xd shad uself- iu,nrn (i/4' A:,J.y lath ov�1 oroeda)re wtr the long d:. -.x. -earn no: r>; 1 aro lap A mmmm ! /2' at the sd- and a coma . I' at se e,ds. Where e- bps of shee, eo mt/ 5upyor[s. they shall be ­-.y trd Lwetne- wte inn. 16. aa. e. I All be ­1; at all corner. or Use IaC. shat be caned around At, least one support. A 2- ga. j,l,. Iron weep screen shop be pm..ded \ J[ a tGCw the ;o :ndatcn Ire on all cten5r stud wa'.IS A mraaaun o` 4' at, - the Ingices en[ yrado or 2' ipor_ paved sur1­ i;,e sc. -tee shall a6 -App- ll waver A Bran to Lhc ettev of the b,rid,•n. EW?ERIC:R F!_5i ER: thast j wrth cemral: pi- shop not be I- t+w; than is (715') when app­ over -i Iatr or wre faax bt, aM shall rot to 1e55 than two c n apple- over maso -ry. cce a grpvam backaq as c:hed Ir. secW.c• 2506.3 . if pas r suHare rs r� :siddJ cwerod b/ vlr� or other fac:rq mate•,- co 4et..e y ,l ,y arothe, A. -aster apple-' , nee, onhy y two mats. F a..d- L­ rata! �-kncs a as sG f-,h r Table 25 -F of Lhe UDCA -EC. CLAY TIE ROOFING: The roof Mzrj f!asho, shaS not be pro-ee of less than O.0I _-,x h (0.4 i.m) (no. 26 ,3vh A eel sheet 1a9e) mrtoTaon-res+r metal. welch shall e�te ad at lcr 1 1 mdres (279 nra) I— the ce,!er hoc earn way and a0 ha, A splash doe, ^. e, rib rat less than 1 IrG: (25 nW rgh At the No. Ille formed as part of the ^asn:ng. Sedans of iias.•urg suli have a,.. end by d not Chan 4 Irohea (102 .•inn). For rod .+'o :s vetral In 12 .m w -ontal (25 % she) and eve,. the (octal -H f'ashiq shall have A 3_1 r -f1- de (9! 4 .-. ) ndenayrrert of -0:4. under d s+sbng d one aye - of ,ypr 15 felt -,I., the fop IeiaN of L va!iry. m add:tuar: to a undenaymct sP,_fa: r Tables. 15 -D-i d 1 5 =,J-2. in severe cLra' -s, toe :re:i valley flashuaq undertay+a2 sFal xap be sold . - .eel to :h,- nmh!q vnde:tay,ne..t for skp3 -- 7 ,ends aeraca: r 12 umcs for¢ I (56.3%sbPe). Oa wood frzse or mein LN con w+th an cnyrade o,naete llcor sbb 5y5l etrnor la,tar shall be aPpl :e :�I.. such. a runner a to cove,, b , rot eater. b Jew, lath oral papa(. See Sector 2506.5 'or the -Fri ton of paps and lath. and fUSlrlro or 'weep xneeds, Only apprew-d p!as6clty aaenb no -I, wee.' eery be add - :o porland tern. -. %'hen pb5- cement n us- ro - t :ui ­ or aasnaaers snail b.^- add Hydrated 4mc or the equ lert I-I, of 4- putty used as A plan✓ cue- may 1, added to - e ll- Plaster r an --I, rot to e.,,ev., ti, at svt fo�h Ir. Taac 25-` -.h the U50C5C. Gyp­. 5.51- ­,ll not re us- or ezrcror ,u. acs. 5m 5octwon 224 c, .n_ !JS;f�BC. SMOKE DETECTORS: PrSV.de more ce:ecWn I.n locaaxe rdeatei on plan. „cL- detl'o �iah :< pow+s -- by pertna. ^ -r blldl:g wnry w:lpt± a - h other :Y.an urcu,t Are ki . T ey rl•.ap be egu,pped m a -:.e:y back up that wlh emit a scgnal wFCn tattenes are'ow. The pmmary so snali act to f m tat s. Ail smoke v_tsta Ira I be :Itrvonnct G e atv Wtn;a�-ed wall so and all alarr,•c, 5meke detm'ors Shat' x+ Wl!ed et _kept a •even and - "rally ,r, the ha!! or Area g:wnq_ -mess to eas ,r. a!! =seep:(- a,- o! the houx. UNDEp. -STAIR -"PAC -: !` [he spat r - ales 13 t� be made usaiN<, provde 5/6 type'X ayp, belt on the enci se.: wall a +d c 14rq surfaces of uSaUe --e to prow a rf the' I -HR' ntrg. Per ,J'5-,Cc5c ,� lector 11 O. <: - - -_- beJ, -1 escape c wr:dcvs s v nett deer crnab'e area I d,o tope ^able- he,ght d:men , shall be 24 �.Ghes and the .`mu:ra c: cr opcnat!e wd[hrdrrlslon Shall be 20'. When ended of escape o. __ x th y shall have a hnehed Ml o� lot e thy: 41' avo,e the hoc.. r REOUIRED FOUNDATION VENTING: I ,509 SF of need foundaaon A 1,505/150= 10.055F' 144= 1 ?47,205q.:n. 5,Nlc vent area - OX 13' = 76,r. 1 ,447.20 sq. IJ75 sq. In. = 1 (35.56) 1 9 vents oroNded. See dew orS sheet A9.0 and A9. I J 4 dq6 of vented roof a•ca (Matra Hmx) - 3 t) 4.446'30C = 14.52 5F' 1 en = 2.134 Onag,m roof vat NFVA s 97 5quxe rich. 1 `2.13CY97 = 22 rod vents ,rquv- ^ �`, j 24 rmi v�lb pmvded. See vo' d n sheet A5.0� / <35 of ve,re nod a�•e`a T.°�AJ� :.g g ra aae)JY` ^�` t1 J 4351300 = 1.45 5.` ' 144 - 205.5 Gavle end vent sue = 12' a 22 .5' = 270 sq. Inv 55% eifnen y = 1 49.5 sq.:n. \ Gable end .roc' vent NFV.A = 145.5 5quare ma:, I 205.6 - 145.5 = 60.3 ( Eave Balled vent Area = 1 -1/2'2 doles - 1.77 W.3 sq. I.JI .77 sq. Ir.. = 34 hales req,Ired. i+, (3 roles per bl-k �). (Note: ,u does not include the wrage. P. seared to I- open f,--. if the gsage roof /cuL. ^.o ,s s:-mt rated and ere -lox: venteq :or aCdlt.-I 976 5F er to b_ ) u !-edd ,r/ve�a ::ry�UCJanNr�.) CanS+n>HOr o' es�w'vL+4, A gibleZ.ld_S�a': may-6e Ined to�attar•�Pe,xr attc venUbtgn p1014:e9 necessary ventln9 auan'1.IC9 are acrvev -. CONTRACTORS NOTE: . tie ve+tk roc: venH!a:+on: MFR: C'ria ,:; s clay 5' x rmi v-, . 97 sgua -e moles d Net free VenblaHan A ea (NFV4), 5­; 23 rues wvde by 19 -h> boa_ and 1. t ; m pnmanly - s,,Iep d roofs and rear yard as requ.: eel. DO NOT INSTALL ON ROOM OF FRONT (STREET) ELEVATION UNLESS NECE 'SSAR!r,CtpY/aww.otu ;ment.corY DOOR NOTLS • All deer arc w 0n s are app. zl le d:men5cns. The corltracta Shall Ai,* .. -5 afud rough epe q d:renso, w,a- to pxchase cr Iva: UWn of • al ltmor ors 5!u!I be fuo-/ eveaths tnp, a and . NI door alaalra W be be low 'E' -, Tale 24 dmtvro,W:nn, ro pc.,p�a,s. • A)1 door glamrj W be tempered. P.• ,ie ands r wrkeo a,d boor as !lh a ,o el-t 5. • +Door heap he, r.s to oe 6'-5' type-!, vi -I rated aJlevwse ajor sawn c daps. WINDOW NOTES p_r- e3!ar:ng: pronde ae r,,pu pee- ctrrent U5C s CSC. • empered glav:v wth +n 19' of langrq, or wth:n 5' d le top or toter. of .ta:rs where t!+e -",I -ae d ti, Mass 15 _ t n GO stove t -:e floor. ecpe"A n!u:rg at AU ! :A- sr e- eresures. • .41 wn}>a anng t , be x low 'E' per Title 24 dowmerratlon. no stcepton >. N':ncow kcad t•egrts - - at h- iio: tyvu: [:I)ea ot: eranx mate., JIWor shown an plar,srard/oe ele t,o.,s (refer to 5!e, 1ty wndows on e'ewtans ro• he,erm). • All wndcws to be, stain -rode wend e,cept at 'a,throo., and wet w-J: e itp , typ. aatnroor. w,nacws to or w. yi or n1y4 u.... CONTRA -(TOP. SHALL SUBMr; WINDOW AND DOOR CRDER TO ARCHFECT FOR • REVIEW PRIOR TO PLACEMENT OF ORDER OR PURCr,ASE OF MNDOVr_ -. jN S0 �Nmo >P r, < V O r m U C p uU� b ci dl Oaf NH> C Renwa4M aM Addlvt F. Tak,h Feld) 1?qW Bea VSlaAWeas SAIMp, CA Submittal ovnmr� 5va.�1 ,. I0.23.200G O,.G3.200'1 OI.C9.2�e C.lim? Revya� L'_ ozz_.zaa; Sheet Title General Notes A0.1 Tide 24 it am, a, wzsa f!Efi--- 1— R-- —1 R --- --- ---- R—gM ­C­R — - - - -- ------- 11 IR f7 z CeMeu.O(Cemonmu:Rnnl.Mie� CF -(a 0 0 C 0 u a) u a 01 U C6 @a o Rtaovadoi, and Addition F. T.J.h Family 19908 Bella Vista A—ia Salat.ge. CA 0---i Sheet Title Title 24 AO.2 Existing Main Level Floor Plan end �' aaa ue•= I -a closed on Nree (>) adee with a root aun2d az Proposed Main Level PLan Existing Garage Plan 17e• =1 -o• arcade open It—(3) ies not counted es Ilea z covered dog hin- area — open m Iwo (2) spas rot counted in 100I nos area I ME Proposed Garage Plan /�� us•= r -o• — New Second Living Unit - Low Income R.M 403 SF - -(e) porch open 3 ¢ides not ceanted a Am sea r---- -z - - -- I I rJ , 11 I ri I I I 1 F— 1 I rJ 1 ! I r - - -� � , I 1 I I I I I I I I ! I 1 1 I I I r -- - - -J r - -j I I I , I I , I I I I ❑ Existing Lower Level Plan 1,073 SF HOUSE: � ✓tom i� /�� •,ck "t:'VCYJ:lY � !I pro %,lnY 1.073 rl. I Aria offer to be h,-mmvd B s.A 381 SF not counted m 240 �----- -- -- - - -� j/ �ti r habgW..e square fooLVe tar== '-__7- -- TOTALBUILDINGAREA A Proposed Garage Plan /�� us•= r -o• — New Second Living Unit - Low Income R.M 403 SF - -(e) porch open 3 ¢ides not ceanted a Am sea r---- -z - - -- I I rJ , 11 I ri I I I 1 F— 1 I rJ 1 ! I r - - -� � , I 1 I I I I I I I I ! I 1 1 I I I r -- - - -J r - -j I I I , I I , I I I I ❑ Existing Lower Level Plan �i I I I I I ❑ 1 I ! I L J Rented Lora Level So— Footage -470 SF ue'= r o• I F j - - - - -J L -- - --- ! I I I 1 1 I I J I I I I I I ❑ ❑ I I Proposed Lower Level Plan EXISTING BUILDING AREA LOWER LEVEL: 440 MAIN LEVEL: 3,073 PORCH: 291 TOTAL MAIN HOUSE 4,604 SF TOTAL ALL EXISTING BUILDING AREAS: 5,917 SF BUILDING AREA AS PROPOSED GARAGE: 1.313 s.f. LESS: 240 SF REMOVED FOR DOG RUN TOTAL GARAGE 1,073 SF HOUSE: \ _LOWER TOTAL LOWER LEVEL Covxed Patlo Open on wo (2) sides - AWN LEVEL: 4J64s.f. ADDITION: (269 f.f.,n3 381 SF not counted m I �----- -- -- - - -� -- --- habgW..e square fooLVe tar== '-__7- -- TOTALBUILDINGAREA A PROPOSED FOR THIS SUBMITTAL: \-- GROSS LOT AREA 43,531 SF NET LOT AREA 40,549 SF (LESS INGRESS OF FLAG LOT) AVERAGE SLOPE OF SITE 12.7% SITE AREA CALCULATION: LESS REDUCTION OF SLOPE 10% PLUS 2% FOR EACH 1 PERCENT OF SLOPE OVER 10% 16.0% I I I I I 40,549.648B = r-- •- •_- -• --�„ a rJ I r - - -� 10% INCREASE FOR LOW INCOME RENTAL 561 SF ADDED I i_ I I , , , , 1 I I I I I I 1 I 1 I I I I �i I I I I I ❑ 1 I ! I L J Rented Lora Level So— Footage -470 SF ue'= r o• I F j - - - - -J L -- - --- ! I I I 1 1 I I J I I I I I I ❑ ❑ I I Proposed Lower Level Plan EXISTING BUILDING AREA LOWER LEVEL: 440 MAIN LEVEL: 3,073 PORCH: 291 TOTAL MAIN HOUSE 4,604 SF TOTAL ALL EXISTING BUILDING AREAS: 5,917 SF BUILDING AREA AS PROPOSED GARAGE: 1.313 s.f. LESS: 240 SF REMOVED FOR DOG RUN TOTAL GARAGE 1,073 SF HOUSE: LEVEL: 470 0. _LOWER TOTAL LOWER LEVEL 470 SF AWN LEVEL: 4J64s.f. ADDITION: (269 f.f.,n3 TOTAL MAIN LEVEL SF TOTALBUILDINGAREA i�i5,99G SF PROPOSED FOR THIS SUBMITTAL: -3�. GROSS LOT AREA 43,531 SF NET LOT AREA 40,549 SF (LESS INGRESS OF FLAG LOT) AVERAGE SLOPE OF SITE 12.7% SITE AREA CALCULATION: LESS REDUCTION OF SLOPE 10% PLUS 2% FOR EACH 1 PERCENT OF SLOPE OVER 10% 16.0% NET LOT AREA SF 40,549'16% 6,488 SF 40,549.648B = 34.061 SF 4050 - (20 x 78) = 5,610 SF ALLOWED STANDARD 10% INCREASE FOR LOW INCOME RENTAL 561 SF ADDED ! UNIT QUALIFICATION TOTAL SQUARE FOOTAGE ALLOWED 6,171 SF ALLOWED ON SITE 2In m PPpE 0 _p m a U L C > U *� Q � U c c t 0o c8 � Um JU�p m m ai c = 0 C) `u 0 ac�o � c Q U R... n and Addi5ai For Tageh Fany t9WB Beg. M=Aw arab Sga. CA i Submittal: j / s P.ac Grp C ero v n, D�.03�2CM m - oz.z2zar. Sheet Title Area Calculations ✓ -,— No 2004.2. Date 1o.15 AU I j i I i i i i _I 4'- 10' 14' -7' 3' -5 15'$' jro be removed. I rn be rcmom— � � remain. � i I to rcmaw. 'j to remain.-- - - - - -� I wJ t �♦ -�I I Percentage Demolition Calculation Legend Existing Walls Percentage Calculations _ _ _ _ _ EneGnq eonetrveGOn to be 4- 1.,hed E—t-3 w 16: 456' -5' .,—ete . \ � ExleGng wane to be removed: 124'$' 3 ExlsGng GonstrocGOn to remain 50% max. allowable For 45C-5'x 50% = 228' -2 I extenor wall demoLGOn: Percertage of —,Wq walls 1/2�4'- 8'%456' -5' = 27% to be :removed: [.� r I� 01 P i °I I i I 1 I I, Submittal_ O.23.2tUS a) //�� O I m c U Q � C Q U O 0 I C 0 � •C `L O jUm 0 ¢ C O U j p= O I CU OI 71 Owl; 0. 1 0 0 P C 0, O 0 I i � K1IV 1 o I U I I� 01 P i °I I i I 1 I I, Submittal_ O.23.2tUS //�� Il,mny Cans eMS L.� O1.O3.2am 1 Ofn!'a Rn7m I I CND Sheet Title Percentage Demolition Rc� lio. 2OOC.p Lstc 10.13.W I Snca Na. A0.4 Architectural Site Plan ( � I NOTE: PRIOR TO FOUNDATION INSPECnON BY THE CrTY, THE LICENSED LAND (SURVEYOR OF RECORD 511AU PROVIDE A —ITTEN CERTIFICATION i HAT ALL BUILDING SETBACKS ARE PER THE APPROVED PLANS. _ I ' E i NI I `, c da,rs •+:h :he xrJ r�u ab TNne�aamYionaM�o-rer e:vaenn .Jecrr J,c'wcLfY 0. ) P �i� � U I G m Q _ olU \ 2. °.,or to lI 1 'c ey bVJdv+e a 'a,n. -lac, 1c — oaN c�rricom .. �L yr:iam m aelc OSHA Gl{G+N Co,cac. Gt!or^.a CY{artrles . Oro��.ul5alny arse .maw fD abus ,e:avrm :a. oo.�rre 11l9. T O t p O C o U Q p V O brY a9rc' 15I o) 2521. AT i:L °PELONSTPJ.CSxJN N.f£, ilti, THE Lt VATION CONiRACTOi,FALL SUBMIT PcDOf. i TO U I m o O C U d U O J i �I i ID Is HID 2z• I I I MAPD` ti '- T— o IFrM,a� 0 M30'AVP- 'I TO._MaIN B0'MAD DI[ I RFAWNQ 0.HeVa and Addi6m Fw: I Muu r __ ✓.� O� ��11N O P C O t- 1 IC'OVS:[I �K Ka G OIfl ID'tJAT, V IIQ. YE � � ?Z Gt j 1 1 w d T eiHL•'u TO e 010 � b0 > 1 v:laCL' uNE IHpHi\rti AFF'r.p%pMiE L' 1:fJN Jf TFMPCtAC iAlrt GeAPNG O�E4AiON5 PENCNv .NM.b: Pl.4:.k PJ.CE I Try 'ITT __ Jf - ���— Lp 0 / 10RFM4N. - ` '•I— I UNTIL ALL VIC"v::� COM FTFU A•.D I.V.Y NOT B= FEMOVSD -J T. 1U 2 GAF Af',OFZED w Tr•E COOWWATE ♦ i . -,.-,y Ot t i N O F `7I I I O C R� iA, B 15TT IR RTO INS A U IONOO[ fFN. -IAVD R'JCF TO r C I-- aNCEMEkT Of CCNST,.JCTION. I - - - _ F— -- I;.IAGA:S EX TING ` I TNC f — - — —l— — ` O 21M I FLOOR GN SE °JAw'.>; 2Np DDAC 1 20 \ �/ I l GVIT.Ok -0' 1 �l FFI LMe TO PSµA1N Itlj -mot-_] i _l Fj I(JI..,FU:. STRE- PU I i FO R MO i.4 - - -.. --- _. \\ I' - -1 \ e - \ m 1 j \ 1 I l NOTP '1 OFEMa 5—Wk' -7I \t BIT' .4 J[TACH[D GARA mil rr� vcoD� TA SECA OiR ��yu a ve � Ic �: .,n Am. _. .CdaF (U CO.C. TO �1AP1 1 FROM (o9wEw al N0 a IE; T -ter it PRpPERTM ac•oAA x ;o rtx 1 m t l R�Vh,I / �.___- ,..,��: ' 1 ___ _. _ - = .t- .= -_:— «, F. � \•T rtE.aS T'I s Ax�At / , YS ' i� n cv.A °TahWu •(E ^V-Al RuJJN bid G.RENO•rl z oAi 1 - A. °- re, e•se.av av Fvivnu ra•MAIU •. AyyIIT ro REU;..Ii 1 �ra ?G•ou. 1 f 21F IL•C4; 17 3SG L' pp. ,i UC•.'✓,+�N / - S Klv` ; 1S+-- �_ DcEMAVI� I DPtIMli :6aZK Pi_�< X13 �RteA.[AN/3LV[ ;II Architectural Site Plan ( � I NOTE: PRIOR TO FOUNDATION INSPECnON BY THE CrTY, THE LICENSED LAND (SURVEYOR OF RECORD 511AU PROVIDE A —ITTEN CERTIFICATION i HAT ALL BUILDING SETBACKS ARE PER THE APPROVED PLANS. _ I aw1119t— —9 F-- a hde rep : C. ­4 lJ< 4he iobJ.q: ' E i NI I `, c da,rs •+:h :he xrJ r�u ab TNne�aamYionaM�o-rer e:vaenn .Jecrr J,c'wcLfY 0. ) P �i� � U I G m Q 6uua :ar wa a �v vp `\ \ 2. °.,or to lI 1 'c ey bVJdv+e a 'a,n. -lac, 1c — oaN c�rricom .. �L yr:iam m aelc OSHA Gl{G+N Co,cac. Gt!or^.a CY{artrles . Oro��.ul5alny arse .maw fD abus ,e:avrm :a. oo.�rre 11l9. T O t p O C o U Q p V O brY a9rc' 15I o) 2521. AT i:L °PELONSTPJ.CSxJN N.f£, ilti, THE Lt VATION CONiRACTOi,FALL SUBMIT PcDOf. i TO U I m o O C U d U O J i THE OTi 9L ILYNG INSFLTOR. T— -oO 5 rE OR 5 .E ws FECEIVED 22C" A PERMIT ?ROM pbJ:t_ Cpt 1 ` 0.HeVa and Addi6m Fw: I Op , ✓.� O O P C O P: crw.cy..ewra a. son• nttc rl, Ure NN> C 1 F—ucwa'i Ely:rewie Fes: -d cti foI , aw1119t— —9 F-- a hde rep : C. ­4 lJ< 4he iobJ.q: ' Th��wld:q Pae :vaa wevarea aro mnov^cti m NI I `, c da,rs •+:h :he xrJ r�u ab TNne�aamYionaM�o-rer e:vaenn .Jecrr J,c'wcLfY f 1/ r V, a:d d:anage f,l ary1r�°kJ xb�:z.r..uly un!um � a e aoploui pa:o Il i \ 2. °.,or to lI 1 'c ey bVJdv+e a 'a,n. -lac, 1c �% rcvya.'.1 tx JO1 may IL,; CNN� �- :�urti nw g Jd rg. ani a�axay., xc vcrk xhitaK..W � 1 anlum r7 .ec JPponm Plain. aFecrv�tne am rNC%9'F�' /� — 1 ` 0.HeVa and Addi6m Fw: \�., Talon Fawly ✓.� 19908 El d. KSb Averse swaWa. CA ella IstaAv L =27.31 G66'49' 11 6'=v0, I Submittal �„Idne s�nm o.z:� zooc A Plan C— uncrn.� /`. P.Cc Ts L O —, o^ zcp] L aercs — 02.22.20 I I „TOT 0 i I Jamb[ S.Caan, J,vimetl Sheet Title Site Plan I I i oats IalDx A1.0 Main Floor Demolition Plan Legend Demolition Notes Demolition Key Notes- denoted by on plan P''omde any necessary support and blvang darn, demo- tOj Eo—n traction to be demaished -------- 9 f°ns wort to mantam mtegnty of buldmg to remain. I . Remove rn—,on clay die roofing ,n sdleduled areas. &am,ne and • Dispose of all remo•.ed nate'at off-ten, a lawful manner. sA-3e seable die. 5tore in pntected m nner and re-e. a Protect storm water run -ofi from arty co .—at— —ibng 2. Remove (e) vnndo —. doors where Indra[ed - - - - -- E.,sbn --t—t,- to reman g c'r's from this work. RoL -ct (e) atrucWres (1.e.: adjacent fetees) 3. Remove ail wnndows and tnm. Lyr . and plant !de (I.e.: trees and plant matenal to remar) dunng 4. Remove (e) door and tnm, typ. con,trucbon. 5. Pamove (e) door and side anoyor transom. hte(s) ,r,dui,ng tnm. • Term,nate or shut -off any utdldes that w +ll be affected 'a/ the C. Remove (e) carrvas acvnmg. work,. 7. ,Remove (e) part,dorn, flmshes, futures. mdl and cese wrk door • At areas of roof to be removed, re— e.,sbng m,ssor day and hardware, clectncal h =W�res and w,nng. plumb,ng futres and Me. 2[amum and salvage all reuxable Lie- Store m applunces this a'ea. Prep structure and area For new work. protected rn until re— 8, Remove (e) stove and Hue. • Cap off /remove or relocate plumb,ng tines as required for new 9. Remo- a (e) spval star. uyvot. 10. Remove fe) Hoor sd cture as requed For (n) scar. 5ce, ' 'ruc—I dravangs and arch—t —) plans (a' —L loran I 1. Remove all (e) wall and ce,lrng lath and plaster, carpet ar! vanng. typ throughout i- 12. Remove (e) cnhng irzmmg th,s area as regmred for new c Ihrq. 13. Remote (e) non - structural wall fnrnmg. - 14. Re= (e) dl—tve ce,hng and wall panels. S. Removes (e) column, and beams. 16. Remove all (e) Hoor die, nth and plaster and venng. 1 em 7. Rove (e) derestory w-1— a„d ,n fill wall. 18. Remove (e) fireplace mantle ud surrond. Do not remove or affect firebo.. 19. Remove (e) slab -on -grade pav,ng. steps. rating walb. baluster,. punters. etc. complete Lh,s area. 20. Remove deconbw_ dle surround. 21 . (E) odumns to --r. 22. Re— (e) radiant heating sy tun m ,fold and relocate. 23. &posed celhna franung�sbucWre to re— m U hen. 24. Remove (e) glanng and doors. Frames to reman and to be refurbe,hed for unstafubon of new low '.• dual glanng and doors. V N m tOj L C ` > P < U c IQ[ qUI Oo c�V O4 Um 0 O uo 0 �y g JU'Ou; S- � CG O Om ®� V 23 0 N N > C I j U i I � Renora5m and A61ihm For. Tat nFmNA , 19SOfl BeAa Yttb ADO E I Saalopa, CA I Submittal 10.23 -- I i OI.O?.200•' 2 Oi 09.205 02.22 Z,�,,,,•a, I 02.22zo5 I I I fw i � ^' ^1N7 p•l I �Zi I J ns 5carvn, -e I I I I Main Floor Demolition Plan i 1 I I I I I I ! I I I I I I I Lower Floor Demolition Plan �_.J _xntmg wall to remain Demolition Notes --------- - - - - -i /* I I I I ,P� `ai ¢g I c6 i U Q N 2 oU O i —I 1 I 0 OcCw b •o C Oi I I I I Q i I j I i J I I I I I I I I I 1 ! I ' I � I I I 1 I I ! 1 I I I I I I I I I I I i I � PEP!%1ERR OF ' DPPER L -Vft,— R I ; \ I /�UNExGAVATED� I � _ 1 --- - - - — — — - -- r -- - -- � ------ - - - - - -n ,__J L__J • P—de any necessary support and b—ng 4-9 d —ht,on rk to maintain bu:ldmg. • D,srose of all removed material off - ,"'n a iawfull manner. • Protect storm water run -off from arty cont—n't n re A"q • From this work. Protect (e) st:vctures (.. e.: adjacent Fr,—,) ano plant fife (i.e.: t-5 and plant material to remain) during nstnrcbon. • Termmatr or shutoff any uW,t— that w!1 be affected try the work- Demolition Key Notes - denoted by -- 1 . Indicates easbng —trvoGo. tc be re—W, ty;, —J. 2. F move plaster —red. plywood mf0 at e—U" arched orenmg. Ctea surface and prepare face for- Wat,on o %new door n ardl. n 3. Remo xistino rat slab. Level and —pact orade for w f nl5h slab m_- tall -on. Refer to nt Wral plans 4. Indicates decora4ve. canted —fa— wall tn. at exterior of e,isbn j sL —wr.l wall to remain. as mdiUted. 5. P m rorla- of rt—or wall a5 eq—,j to — ,-date ew flrmi plan. 6. Remove (c) sL d wall and door as ird—ted. 7. Remove e.isGng water heater and boiler and abandon ectoro (-p off or remo:,e). 8. nvv tn,g partal re -nirj wall to remain. 9. InEicatp fine of main level budding. 1 O. (E) spiral 5tamr�5e to be removed, see dcno rote on Main (eel Demohton Plan. •. iiv i 5 - \; x 1 I I � I I t L I I L ,, � I I I 1 I I \ 1 I \ I I I UL 4 m I �N Ei N OD j 12 ,P� `ai ¢g 1 ao c6 i U Q N 2 oU O i —I No c= O 0 OcCw b •o C Oi I I Q i U j R,—bm and AddiYm Fa Ta(eh F.* 19908 8e0a Visb Avenue Saramga. CA I Submittal: E)dsdnq West (Front) Elevation South (Side) Elevation 114•=147 114 -Pas I Refer to DemollGon Plans for :tem >+n be R— w aid Add;e Fm Tafieh Fanny IM 5e Vtb A- CA Submittal: 4 1 7 I I. t, Q, N . T < < V 0 IVo c U� 4),6 R— w aid Add;e Fm Tafieh Fanny IM 5e Vtb A- CA Submittal: 4 1 7 East (Rear) Elevation North (Side) Elevation 114- 1'-0' 114- 1' -O' NOTE: D t,on, sho,r. For rcf,— = W D—U— fl— items be e,I. E L < < 29 0 a -6 U T O 6 .-U R—abma AddR Fm Tabeh FW* 19900 Bela Vzs* A S&atVa. CA i Submittal: 10.23.1006 [tr X2.22, Sheet Title Existing Elevations A3.1 Legend New 2. coretrucson ® New 2x.fill-or-tion ® New 2. infid consbvctiv 0 New 2. Punting wall -- -� Ezlsbng con..IVCGOr. 4x remain Floor Plan General Notes • Refer L. other plans and elevations for adot-al rotes 'nil ufo-luon. • All interior xalls and cclhngs (--pt at Gallery and futdien) " be 518' gsum yp wallboard wrath textured, le-d 5 "-In finish. • Proade paint throughout .tenor and -tenor of house. Colors to be determined (7.6.11.) Provide new Plum--3 supplies, drams and waste hres as requred to accommodate new floor plan layout. • .All work shall conform to local and state building codes. • Contractor shall proinde new air dlstnbutlon throughout all areas of home. • Prainde new doors throughout. Doors to be soled core sod. slimed at interior and extenor, unless othtrwse noted. Pro,- and Install new flooring material per owner, 5peeh <itons throughout house. Provide smooth, hard, nonabsorbent surfa- over oisture resistant underlayment w a height of 70' i at all shower t tub /shower walls. • Fllndoo and window approximate cllmensions. The contractor shall verify and review with Ahie act unit sites and rough opening dimensions prior to purchase or Instillation of windows and doom. All exterior doors shall be fully we'henpped and tram scaled agaIrst au infiltration. • All window glaring to be dual pane, low 'E' glaring with 1/2' air gap. All door glanlig to be tempered. All sidelite glaring sub)ect to human impact and all glazing in stairwells Co be tempered. Per UBGCBC 5edion 310.4: Bedroom escape or rescue windows shall have a mmlmum net dear openable area of 5.7 square feet The minimum new dear openable heght dimension shall be 24 Indies and crab minimum net dear operable :width dimension scion be 20'. when windows are pruded as a .ears of escape or rescue they shall have a finished sill height of not more than 44' above the floor. The emergency door xnndow shall be openable without the use of separate tools. Dime -ors are to finished exterior surfaces, typral. All shower compartments regardless of shape. shall haw_ finished Interior of one thousand twenty-four (1 .024) square Inches and shall a- be capable of .onipassug a thirty (30) mill -Le. The .calms. required a a dimension shall be measured at a heaght equal to the top of the threshold and at a pout tangent ,o Its centerlue. The m area and dimensions shall be mamGmed to a point seventy (70) Indus above the shower drain outlet with no protrusions other than the future valve or valves, shower head and safety grab ban or rails. Also proinde building paper G' high on fare of swds of shower enclosure and finish shaver with ftub- shower) with smooth, hard, nonabsolbe rt material to a height of 70' mm ram, lmum above the d fiberglass unrts with wall 70' high and materul other than sG„twre elements to be moisture redstart. • All shower enclosures (tub and stalls) shall be tempered safety glass. • All water closet areas shall have min. 15' dearance from enter each side and 24' clew ante at front typ. • All weather exposed surfaces shall have a 'cather- resisClve barrier to protect the .tenor wall bong and that extenor openings shall be flashed In such a manner as to make them wbatherproof. Maximum 8' step at all new landings at ­nor doors which swing in and I' I—— drop to extenor of lb m ch swing out. A permanent label per CBC 5e.Gon 2406.2 shall Identify each light of safety glazing. • Refer to dimension plan for door and mndow sae's. Keynotes indicated by ( in drawing I New 48' gas range and oven w/ hood above 2. 5,rk and "Faucet wq Garbage Disposal. 3. Dishwasher. 4. 30 r,fngcrawr per owners specifications 5. New civet system per owners speafleatiore. Lne all closets with Cedar. G. Ile, tiled shower with tempered 31- endesure aril door. 5hower head to be mounted @ 7' -O 7. Crawl space access; 18' x 24' (minimum). 8. .o, flow (I .G gallon per flush) toilet per Ownei's speellhcat,ons 9. Vanity cabinet and lavatory. JO. 3G' (mm.) porch landing. &tenor landing, 8' maximum step for winging doors and 1' step Flown for outsvanging doors from the top of threshold to the landing at all extenor doors. Adjust landing patio as euqured. I I . Dashed Lne indicates gypsum board soffit, see rellented -enq plan. 12. 5chematw patio layout. CoorGlnate with owner and landscape 'r hated. 13. Wood stair and hanetnds- see enlarged plan G/A9.4 14. New gas meter location 15. New electric meter IOraGOn. I G. %Vasher: Provide hot and cold water and waste a wall box. Prov>de electric outlet. 17 Dryer: Provide gas and 220v power. Refer to elector plan. 18, aundry sink and faucet in ubuiet. 19. Built -m barbeque/roGSSene 20. Lght well open to ooiered patio below. 21. Lien cabinet. 22. 5kynght 23. Toed seat in shower 24. Tub over shrnver with tempered glass endowr4door. Mount showe, head at 7' -0' aff. 25. Coffered -I". 26. Broom closet and cab•netry. 27. Budt in vonmg board in base cabinet 28. eudt -m sauna. Coordinate :wth owner. 29. Exposed beams in ceding, 55D. 30. Ali needle. 31, Groin vault at offered ce,hng. 32. Arched Operua. Head at 8' -0' all. 33. Built -m display table/mche. 34. fireplace and chimney to remain. 35. Pura oven. 3G. Approx. location of outdoor katchen with dnk. Coordinate with owner. 37. 'Tray' ceiling. See section plan 5/A9.3 38. BWInt -rn office desk and bookcases in recess of wall. Coordinate with 39. (E) columns to remain. 40. Budt- .broom closet (millwork. 41 . Pantry she!n 3 per owners svec,fira-O 42. Millwork kitchen Island. 43. Trash compactor. 44. 5tucco pilasters with code oomplunt metal gwr 1r 1. Refer to elevations. typ. 45. New concrete bench at I G' above finished patio surface 4G. 5t tural post In wall. %D for locations, typ. 47. tla h mdi tes area of raised f! ,- c truC4on, 55D. 48. tandi -pe giaardraiVpaGo. Guardrails to conform to UBC 509. 49. I,di ,atas locabon of downspout. Coordnnte exit location with architect in field. 50. Infill constrvcbon, typ.- see wall legend 51. Arched opening. Top of arch to be at 9'-0' A.F.F. 50- to be at 7-0. 52. Attic access mm. 22'x30' 53. Arched opening 54. We of setGna bed over waterproofing membrane over plywood sheathing. 55. The raver 4' cor, slab or grade. 5G. Extend Drver vent to daylight below fc,or. 57. Plant area. 58. Penmetec of main lewd IN- 59. Plant shelf. CO. Arched opening, head at T-0' aff. 61 . fireplae mel 36111 L r, Dairneucfat g abs /x Gl o.1 . cvwenret d y 11"t '14' 3454 ` (or approved Ve t owner poor to purcduce \ 62. (Bwlt -in bendy seat with storage below. Z�- 4 V O N m a g loo Ua m m �ol` o m N & E N n� 0 a C3 �. u U6 p ai 0 ca �N O Re aW and Additon F%: Tafiah Fan/ 19908 Bella YsmAwaine Saralo9a. CA Submittal: __ ewe:y vl..r.,x 10.23.20CG � r . c: rck crr•,cn. /� oi.os.zar GNmng Cm•-mn 2 OI.Oe.2N- G02,2 oz.zz.zcc; Cl.....a T:AI.. pap 10.19.06 SFU: No. A4.0 ___l IL__________l L -_ -_ I r_� I i I I I I I I 1 I I 1 1 1 I I I t I I I I I I I I 1 I I I I I I Lower Level Floor Plan I I 1 I I I I I 1 1 I I I I 1 /1 1 L— rtes msnlwelbw I I Olan for 7a6a P6 area - / t I I I I I I I I I j I I I I I 1 r___ J I I I I I I I I 1 1 I I I I ------------ Legend Ilew 2x conskucGOn ® llew 2x mfill construction ® fl— 2x rhll non— en 0 New plumbing wall r—" besting construction to remain ZZ-,Z2Z:;= New concrete con L—Ibon concrete foundation .vall ror —ben W remain r I 1 r1 LJ Floor Plan General Notes • Refer to other plans and elelrabons roe additional notes aM mfonnahon m . • All trior walls and ceilings ;exert at Gallery and Kitchen) to be 5/8' gypsum wallboard with texwred, 1- 1 ooth Bmsh. Provide paint throughout interior and -ter— of hoax. Colors W be dem-mined (T.D.D.) • Provide new plumbing supplies, drams and avast hoes a5 required to accommodate new Be,, plan layout. • All work Shall conform to local and state budding codes. • Contractor shall provide new av distribution thjhout all areas of home. • Provide new doors throughout. Doom to be sold rue wood, Stained at interior and extcner, uniess etlr r noted. Pre—le and install new floonnq material per owner speafiuitons throughout house • Provide smooth. hard. nonabsorbent surface Deer omwre resistant — i- layment w a height or 70' rn : all shower t wbN'. r walls. All doo and window sizes a e appro a dimensions. • The mntractor 5ha11 verify and renew wth A,--h, ct xact amt saes and —* epermq dimensions poor to rurchasc or installaGOn of wa'0— and dwrs. All exteror doors shall be `.ally —he,t. ippcd and trim, sealed against air'n""t»n. All vnndow granny to he dual pane, 'ow'E' glaring oath 1/2' air gap. All door glaring to be tempered. All sidehte glaang subject to human impact and all glaring m staawclls to be tempered. Per UBCJCBC E —b- 3 10.4: Bedroo escape —Io— A,11 i— a minimum net dear openable area of 5.7 square feet. The minimum e . ew dear openable height hrhere— shall be 24 inches and the minimum net dear operable width dimension shall be 20'. When windows are pvnded as a means of sure or rescue they shall have a finished sA heght of not more than 44' above the floor. The emergency door wi enabl ndow Shall be ope without the -e of separate tools. I 1 I I I � —1 I 1 I L--------- I I I I I I I I I 1 I I I I I r1 1 1 L I I I 1 Dimrn e to finisher) exterior surfaces, typical. 411 shower compartments regardless of s!upe, shall have .inched interior of one thousand twen(y-four (I ,024) square inches and shall al— be capable of ewmpassing a thirty (30) inch —le. The mnti m rr regmred area dimension shall be rn —ured at o height equal to the top of the threshold and at a point tangent L, its centerline. The m and dimensions shall be maintained W a point seventy (70) Inches above the shower dram outlet with no pros -5-5 other than the fixture valve or valves, shower head and safety grab ban orails. AJ_ pro�,de building paper G' high on fart. of tude, of shower end—re and fir ell shower wnth (tub,hower) with smooth, hard, nonabsorbent material to a height .170' minimum above the dram. Fe —jlass units with x 11 70' high and matearal other than sGVCwre elements to be moisture resmtant. • All shower endosures (f 'n and 1.11s) shall be rtmpered safety glass. • All water rJ—t areas shall have min. 15- clearance fran enter -,h Side and 24' clearance at front typ. AJI weather exposed surfaces shall have a weather -rests ve barrier to prota the interior wall ring and that h.fl be flashed in wh a manner as io make them — atherprool. • M.— 8' step at all new landings at extenor doe, wfiih swing !n and 1' maximum drop W elrtenor of doo, which swmq art. A permanent label pen CBC 5e - 2406.2 shall Identify each light of safety jl-3. • Refer to d—h—n plan for door and wndow saes. 1/4'= 1'-0' Keynotes indicated by (71}—in drawing 'k - I / I . Provide qyp. bd. ceihnq throughout lower I—L Frame and drop below (W strucwre to aaoomadate hghtng. 2. Provide 2x4 [,rung laid flat at face of concrete wall to a-omcdate elecG�ul. 3. Infill wall construction finish surfaces at interior and extnor to airy, with (e) aGjartnt Surface. .. At this wa11 pronde 5/8' gyp, bd. attatdtecVaAhered directly to oer—te wall. 5. Pantry storage cabinet. G, 5tair to mom level- xe detail QA9.4. I. (E) storage area fully finsh —11, and eeihng. i:o m�v E 0 c Z5 U O p � Z5 U ° o 0 ° u 0 r o^Q@ 0 06� N N > C Q X 1 lieroratm and Addo h Fa 7aGeh F&* 1991189e0a V=Avevle Swatnpx, G Submittal L_� o r9s ��t• QPi :n�unq Cmumv. 2 oi.as.2cc U 02.22.2 i# 1N37 ��� ,� eo�tFOP= Sheet Title Lower Level Floor Plan 1 I - iProta tb -_ 2pb.20 Oates IJ.i9_06 I 5nr� no. A4.1 I i Detached Garage Demolition Plan CLOS 0ha E Garage Floor Plan C ' I Legend .I IF - - - - -� Demolition Keynotes indicated by `:1;' —� in drawing •, _ g t ­2W7 ' flew 2x wnstr+,eGOn • Refer to other plans and elevatons for add,bonal notes 13 VESTIBLtE ��t I cp �I and ,rFOrniat,.r. 2 II L OWING KITCjj� All ,tenor walls and ce,lmgs (erupt at Gallery and 1 _ _ _ _.J STORAGE J U00 exotng wall to demolish I trhen) to be 5/8' Ilboard mtl, te,Wred, level gypsum ova 1 LMNG/SLEE— 7181 � I Ili — 18 Le, — One hour rated consUn n • Provide pant througlwut ,tenor aM exterior of horse. COVERED DOG RIIN ( 1-13 - -____ Renw b.. arm Addllon Fa: Colors to be deterinmed (T.D.D.) (E) GARAGE i I 'I o --� j �� ExisGnq cunstructan to remain • Provide new plumbing s.pph —, drams and waste hoes a5 I(.r (E)COVERED I i Detached Garage Demolition Plan CLOS 0ha E Garage Floor Plan C ' I Legend .I Garage Floor Plan General Notes O Demolition Keynotes indicated by `:1;' —� in drawing •, _ g t ­2W7 ' flew 2x wnstr+,eGOn • Refer to other plans and elevatons for add,bonal notes • 0,mens,ons ue to !,msheJ extennr wda�s, typical. VESTIBLtE ��t I cp �I and ,rFOrniat,.r. • All shower compartments regardless of shap1 .. shall have Oa 5. Painted weed rod and shelf. c All ,tenor walls and ce,lmgs (erupt at Gallery and i� I, 1 pp (8— J U00 exotng wall to demolish I trhen) to be 5/8' Ilboard mtl, te,Wred, level gypsum ova 7181 � I Ili NEW Q — One hour rated consUn n • Provide pant througlwut ,tenor aM exterior of horse. COVERED DOG RIIN — _— __— ___-- _._____- - -____ Renw b.. arm Addllon Fa: Colors to be deterinmed (T.D.D.) (E) GARAGE i i' I, r I i li . j �� ExisGnq cunstructan to remain • Provide new plumbing s.pph —, drams and waste hoes a5 I(.r (E)COVERED Street Title i 1 G. Saw cut (e) wncrete floor as required for (n) plumbing Lnes. F?,FL < Garage Demo Plan & required to accommodate new floor plan fayout, to a Font seventy (70) inches above the 17. Prime (n) openings for door aid •mono s. 18. Exutuy concrete floor to remain. _________________ shower drain outlet nth no proU ions other than the j•� i i; I i Detached Garage Demolition Plan C 0ha E Garage Floor Plan C ' I Legend .I Garage Floor Plan General Notes O Demolition Keynotes indicated by `:1;' —� in drawing •, _ g t ­2W7 ' flew 2x wnstr+,eGOn • Refer to other plans and elevatons for add,bonal notes • 0,mens,ons ue to !,msheJ extennr wda�s, typical. I . Remove t f wall. Frame (n) q� 5ce sGucWral dra :v.ngs- For ;ono cprnm_ . ��t I cp �I and ,rFOrniat,.r. • All shower compartments regardless of shap1 .. shall have Oa 5. Painted weed rod and shelf. c All ,tenor walls and ce,lmgs (erupt at Gallery and a minimum finished ,rtenor of one thousand twenty-iour 2. Remove and replace (e) garage doom. J U00 exotng wall to demolish I trhen) to be 5/8' Ilboard mtl, te,Wred, level gypsum ova (1 ,024) s dies and shall also be w ble of quire m pa 5 smooth finish. compassing a t1ndy (30) ,rrh -de. The nn..- >cr Q — One hour rated consUn n • Provide pant througlwut ,tenor aM exterior of horse. required a a dim shall be m saved at a height i i ! 1. Garage door vnth elednc opener. Renw b.. arm Addllon Fa: Colors to be deterinmed (T.D.D.) equal to the top of lien threshold and at a point tangent IS _MB Bella Vufa Awrue . j �� ExisGnq cunstructan to remain • Provide new plumbing s.pph —, drams and waste hoes a5 centerline. Th_ mm,mum area and i,rnc. ,ors shall Street Title i 1 G. Saw cut (e) wncrete floor as required for (n) plumbing Lnes. F?,FL < Garage Demo Plan & required to accommodate new floor plan fayout, to a Font seventy (70) inches above the 17. Prime (n) openings for door aid •mono s. 18. Exutuy concrete floor to remain. • All vrork shall conform to local and state bu,ldmg codes. shower drain outlet nth no proU ions other than the Contractor shall Fr mae new air d,etnbuton throughout future valve or valves, shower head and satcty grab bare an areas of home. or rails. Also prou,de budding paper C' h,gh on fare of • P—J' new doors throw. hoot. D—, to be sold co•e studs of shower enclosure and finch shower v th , wood, stained at ,tenor and exterior, unto otherxise (tub - shower) with smooth, hard. nonabsorbent material owsd. to a height of 70' m e the dram. fiberglass Po—de and install hex R000ng matrnal per oxre, a amts wil wall 10' high and material other than. stnvctire eahca,tons throughout house. elements to be moisture resistant. P onde smooth, hard. nonabsorbent w face arcs All shower enclosures (tub ands s) shalf be tempered m asture rests rat unJvdayrnent to a height o1 70' safety glass. mat all shower t wh/shower walls. dimensioro, All water closet areas shall ha•e min. 15' clearance from renter each side and 24' deannce front typ. 5A'A'_CUT _ iAllndoor and wndow saes are apla ,mate The Architect at All h,ll h,-.e t (E) CONC. I IN) CONC. f contractor shall verify and renew oath exact unit sires and rough, opening Janerts— prior w eurchase •wither exposed su a es a eau,er -re—t— barner n protect the ,tenor wall REMAJfI i 0 or ,ns[allatwn of windows and doore, 0 venng and that exterior openings shall be finished ,n 'roof 4. f4 I Aii exterior doors shall be fully weather,topped and tram such a manner as to male them -L,4 `-- @ 24' O.C. sealed a t air iniloaoor. Maximum 8' •te t all new land, t exterior doors """' - - - -- -- - -� • All wndowa glaa,ng to be dual pane, low'E' glazing with which swing m and P maximum drop to exterior of doo,e j .+ • . - I " 1/2' a,r gap. All door glaring to be tempered. All which swing out. " F_ =' =_ — — _ _ �— MATCH (E) sidehte glaring sulbj ct to human impart and all ]Unng m A permanent label per CBC Section 2406.2 shall .7 DEPrt1 (4' stauwells to be tempered. Per UBC/CBC 5ed,eri identify each light of safety g1a.r+ '. . MIN) 310.4: . 5edroom escape or rescue wn,1— shi!I have a minimum net clear openable area of 5.7 square feet. The minimum DR)LL EPDXY w clear openable height firm r ion shall be 24 ,nche5 PEBAR P1145 i1, and the minimum net clear openable vndth Arrereion shall 20'. When wndows are prowdnA as a ,ears of IN PLACE F'o or rescue they shall have i finished sill height of not more than 44' abore the floor. The emergency door or vnndow shall be openable without the use of separate Cods. — Detail I I •^ C 0ha E L C P inn r Q O > S O •, _ g t ­2W7 2. 2. 5,nk and faucet w) Garbage Deposal 0 o Y C Oo c ��t I cp �I .Uri 4. Apartment size refrigerator Oa 5. Painted weed rod and shelf. c 0 m 1; G. Mount shower head 7-O' horn shower Floor. J U00 mm u ai�_i 9. 3G' (min.) Iandmg. Exterior land,ng. 5' m.ou ., step for,n s ,g,ng >cr Q i I U I ( : i i ! 1. Garage door vnth elednc opener. Renw b.. arm Addllon Fa: 12, We shower with tempered glass, rramelen enclosure. Taheh Faliy IS _MB Bella Vufa Awrue . Saramga,CA I I Submittal_ ! Plan Keynotes indicated by (D­4 in drawing G 5 �x?osaoc: I. Two burner cl—w cool ;top •, _ g t ­2W7 2. 2. 5,nk and faucet w) Garbage Deposal /� 3. Pantry Cabinet w/ bwlt , m,e:rnvave ez.2ovr 4. Apartment size refrigerator 1 f 5. Painted weed rod and shelf. I G. Mount shower head 7-O' horn shower Floor. I SEA xrs 7. Low lbw (I .G) gallon per Rush) t ,let per Owners sF mfi iaorr, c 8. Vanity ub'et and Uwtory. 9. 3G' (min.) Iandmg. Exterior land,ng. 5' m.ou ., step for,n s ,g,ng doors and I' m step down For outsw.ngmg drwis from the top of threshold to the landing at all exterior d""' :O. One hour rated all separation between Garage aril habitable spar. nee 5 Cain, i,eYq I j ae. I ! 1. Garage door vnth elednc opener. 1 , 12, We shower with tempered glass, rramelen enclosure. i 13. Bu,i[ -,n murphy bed um . Coordinate design and iroiallat,on with owner. 14. Furrybudd new wall beh,nd existing garage door to remain. 15. IMicates trunk of existrnq Magnolu tree to remora.' Street Title i 1 G. Saw cut (e) wncrete floor as required for (n) plumbing Lnes. F?,FL < Garage Demo Plan & per delad I/A4.2 Floor Plan 17. Prime (n) openings for door aid •mono s. 18. Exutuy concrete floor to remain. j pudt -,n desk with sole draweie. 2�_6 Main Level Dimension Plan Dimension Plan General Notes • All new --, -.1 [ , . be ZO 01 6- O.C. U,W-J. • All new miuior wall and par U. ", to 2,4 @10 —. e—pt at walls ho--j Flumt—j 1-5 and U.O.N. • Adl dune -- are to IF— of fi,6h. typical Submittal: A, 02.22.z=, Sheet Title No -------------- m�a E < C, X 0 U a I u 0 0 76 6 @) mo 0 00 1 5C 1 Submittal: A, 02.22.z=, Sheet Title ,\ 1 ---------- l I ------------ , , I 1 1 r -J j 3!y I , I I , I I , I I I I I I I I I , I I I I I I I I I I , I 1 7 1 I I I I I I I I I I I I I I I I � I I , I I 1 I I I J � I I I I I I I I I I I I 1 I I I I I I I I I I I i I I LJ I 1 Lower Level Dimension Plan F -1 L 3 1 I I I I I � -1 I 1 L---------- I I I I I I I I I I I I I I 1 I I I I I Demension Plan General Notes All new -tewr wall sWds to be 2,6 @ 10 o.c. U.O.H. • All new ntenor wall and partition studs to be 2.4 @ I C' o.c. —pt at walls no—nj Fl—hng hoes and U.O.N. . All dimensions are to face of finch, typical nl- oth—se rated S-4a, CA i i I i I I I i Submittal: o.za_� I L', 02.22.2Wi I I � Es 71A7 Sheet Title Lower Level Dimension Plan Project `lo_._. —_. —_ 2006.20 oaee ,e.ie.oe ID �� a C.a '60i L > i< c o a�l c�V I c O o= 4 ' 9� °1 mu m �6 —I c ! m a a c 0 I NN> C � Q IU I, S-4a, CA i i I i I I I i Submittal: o.za_� I L', 02.22.2Wi I I � Es 71A7 Sheet Title Lower Level Dimension Plan Project `lo_._. —_. —_ 2006.20 oaee ,e.ie.oe l i SEE 51TEPlAN A 1.0 6' -7b' 4'-8' 5'-6' 5 7' -7' i I i t l I 6'-0'.,470' G'-044'-O' i I TEMP %O 5LIDER MAP YQ SLIDER - - - - -� F'n!_NChI TEMP I II I I 1 b0Z li 11 I DINING alEN � 11 p _ STORAGE a Mi LMNG/SIEEPING I 1 J u 0 I I V I 3' -5' 5' -6' 3' -1'I I I REF u II I I � Pill I CLOS 2--4 - =-` —4 .7' NI O O z I 1 �1 I b' M I I Q0 VESTIe1RE � I 1i ii ^ j I I I 9' -W 5' -4' —r 5' NEW COVERED -. O z 1'. DOG RUN ' ip < 1 ii I ( f II I O (E) GARAGE ( RED WALKWAY AU(WAY boz W�� u Garage Dimension Plan I Demension Plan General Notes iAll new c—nor wall 5tard5 to be 2.6 a 16' o.c. U.O.N. I All new lnten wall and part4- studs Co be 2x4 Q 16' O.c. —pt at walls hou5my ph.mb,M lines aM U.O.H. I I i - 1 i I i 1 I i I 1 i 114'= 1'-O' V 0 h w E 0 o y D 0 L C > P n U Q U Q c D Q m 00 �� V C o ID c- 4, u 4 C, t Oo u mo 2.9 Z a Swmg.. CA Submittal: — — � oz�.zxc c� o1.De.zoo> oz.zz.mo> i � s I i .wamae s cm,wrnc -- Sheet Title 2-2Q A5.2 S`lcec No. A5.2 Main Floor Electrical Plan LIGHT5 aboard —ent V O j N R E VC O Q c Q P^ V I 1, O�GfI 0 C p V j 0 - °o o' m V a u l gr22O 220, Duple+ Contractor shall —Wy arch —t for an elect —i box walk Receptacle at the front of the home must be x,thm G' -G' of °o c8o' 4 i �O�cl I i Relrovaesn aM AddiW Fr. feet from any opcnmgs mto the budding (;.e. dryers, bath and Tateh Famy ' IM Bella Vala h�ertrc If outlet box locator falls between wall x ds, contractor shall Sarampa, CA I —,k j ^o. 01.o9.za^: r� na.,nmq ca. -.an i z. m.as.zcc, I n Gym's ea , 02.22 2, E�`'E aRC�r =c I 1 G k I 11N7 i + fo?..Sr`t`foe I aeuwv. s.c,rn aweu 1 Sheet Tide I Main Floor Electrical Plan � rr � r, zaos.eo I A6.0 I Electrical Legend Electrical Plan Notes Mechanical Notes gr22O 220, Duple+ Contractor shall —Wy arch —t for an elect —i box walk Receptacle at the front of the home must be x,thm G' -G' of Termmaton of a9 enwronmental mr ducts shall be a m;mmum of 3 0- Duplex through pnor to rare pull. grade (and waterproof GFCI protected). feet from any opcnmgs mto the budding (;.e. dryers, bath and 0. Fourplex If outlet box locator falls between wall x ds, contractor shall Furnace and water heater om 18' h, ,3h platform g p Fans, etc., must be 3 feet away from doors, v. +ndow•.. t# Half Plot OuLlet to wall —tch prov;de add;tonaf bachn needed. 9 as SmSmic anchorage of water heater to mdude anrllor. or straps deem opening 5kyl;ghts or attic vents).. -- G.F.0 1. Outlet at F-1, w,th,, the upper and I— one -th;rd of - rem I • All cxter,or hose bibs Shall nave a non - removable f—aow • All electmral shown ;s for design mtent. Contractor shall d;mens the lower anchorSlstrap located to mom—. a preventon dewce "Q Anti 5yphon Rose Blot Wat:r Lne coordinate exact qua M— 6 Iocit ons xath owner. m,mum dmtana- o1 4 inches above the controls and shall have '� YJatcr Lne a pressure rehef valve with a dnm to the outeme. 5hower and tub-,hcwer combmatons shall be prov,ded w,th • All ekctncal work shall comply wi Lh apph-bre Sections of the mdwidual control valves of the pressure balance or the - Gas Lne current ndtonal Electncal Code and C,I;FOm, energy All end—d! bathroom e.haust I— must be capable of I— mr therm —ubc m mq valve type. ^{7 Tele— oNuble connector compliance standards. changes per hour, mm. d Telephone,'D,W All elect —I equ;Fmt-nt and acce -or— shall be fisted by a The d-11,n t shall be ded w,th heat- faaliGes ca ble 9 uni prwn g pa Furnace and water heater mstallaton shall comply r,/Cf,IC Main Blectncal Panel nabonall d test- lab. y rccogmac g of mam[am�ng a room temperature of 70 degrees F. at 3 Feet chapterS 3 a 9 and CPC chapter 507. O aF a floor m all hob -ble rooms. G Flush floor &Ff- outlet • All electoral and f1VAC tgmpnlent shall be mSW1led to comply �w Waterproof GFCI outlet vnth manufacturer's Speahcaton5. Provde ufer ground or other approved 3-1. Gas meter =VAC app1111 -5 shall be approved try a natorulhy Aro-fault c—t mterruFter requ—dl at all receptacle outletS rn recognized mstng lab. bedrooms, Fourplex • Dec— switch and outlet bezel on eatenor wall Shall have • Receptacle outlets Shall be located So that no p-mt along the rubber gaskets for med;um inhltrat;on control, floor Ime ;n any all Space is more than G feet aM the manmum • All outkts to be mounted at 12' a.f.t. unless othenvx noted distance between outlets shall be 1 2 feet. on plan. All outdoor. garage and htchen counter recepfade wtlets Shall have ground -fault ar—t mterrupter protector. Outdoor I;ghtS • All outlets to be G.F.C.I. per code. All octets in k--then aM and outlets Shall be weatherproof type . baths to be GFCI, typ—l. Pnmuy lyhtng at bathrooms and kitchen shall be mm. 40 • Telephone outtets shown are for wee comm— cit,on onhy. lumens per watt or fluorcxent. Coordinate datXCATS drop and w,nng location mth owner. Owner has requested DSL. 5peafy two Small appliance branch acorns For the kWLchen hm.Le�+vPflne9f+'�nd,courte�; pace o�ltl�.ts�ocfy. • All ;nstalUton mStruc4ons for all hsreA equ;pmen[ Shall � provded to the held mspector at tme of mspecton. c,r -'^�� � j This project must comply vnth the 2005 CAU rma Fnergy � Cones Regmred bathroom outlets shall be on a dedicated 20 am P i` arcmt. • All smoke detectors Shall be hardvared mtermnnected smoke detectors egmpped with battery bark up. —,k j ^o. 01.o9.za^: r� na.,nmq ca. -.an i z. m.as.zcc, I n Gym's ea , 02.22 2, E�`'E aRC�r =c I 1 G k I 11N7 i + fo?..Sr`t`foe I aeuwv. s.c,rn aweu 1 Sheet Tide I Main Floor Electrical Plan � rr � r, zaos.eo I A6.0 I 1 I I r— I I I I I 1 I i I I t I L__________1 I I I I I 1 I I I I I I I I 1 I I I I I I I I I I 1 I I r I I t I - I Ir________________ ____ ___ _________ ___ ____________ Lower Level Electrical Plan i Electrical Legend 0-220 220, Duplex E Duplex C N� U Fou Flex Q U I !calf Not Outlet to wall 5vntch '-Q And 5yphon Flow 13ib/ Water Lne C0 Water Lne O Gas Lne +-0 Televislorycable —r—t.n d Telerho—Data N N > C I I Main Electrical Parini [l Flush floor duplex outlet �K Watcrprwi GFI outer I Gas meter I I I I I I I I I I I I I I 1 I I 1 I _ - -_J I I 1 L____ —___ —, I I 1 _ I 1 1 1 I I I I _ J 1 I I _________________________ I I I i I I I I I r1 r1 L L I I 1 L_____________J Electrical Plan Notes • Contnetor shall notify arducect for an —1 mr,ral box walk through prior W wire pull, • If outlet box Iona Gon falls between wall studs, wntractor shall p—de add ;l —1 baclariy n needed. • All electrical shown i, for design intent. Contractor Shall coord,hate exact quart u— t location, wnth owner. • All electrical work shall comply with applicable s +ctrons of the ,urrert flational Electrical Code and California energy wmplunce standards, • All electrical equipment and accessories =-hall be !e—I by a nationally rewgmzrG testing lab. • All electrical and I IVAC equipment shall be installed to comply .n.n manv!a,:turers spw!Irabom. • All HVAC apphances shall be pp—d by a nationally recognized testing lab. • Electric swlf li and outer boles on -tenor wall s! all h— rubber ga5kets for medium inhltrabon —root • All outlets W be mounted at 12' a.F.F. unless othe— noted on pW. • All outlets W be G.F. C.1. per code. All -Uet, in kitchen and baths to be GFCI, typral, telephone .,ilea Shown are for were wmmuh-L.- onhy. • Coordinate dat JCAT5 drop and .-3 1—tu n vnth owner. Owner has requested DSL. • All m,tallaton in,tructions For all Irsted egmpment shall be pro,ded to the held inspector at time of Inspection. Required bathroom outlets shall be on a dedrated 20 amp arcint. • All smoke detectors shall be hardwired Interconnected smoke detectors egmpr l vnth battery back up. • Receptacle at the hunt of the home must be mthm G' G' of grade (and waterproof GFCI protected). • Furnace and water heater on 18' high platfom. Seas hchora je of water heater to ndude anchor_ or scraps at po n[ within the upper and lower a -third of its verbral dimen r. the lower anchorYstraC Iota � to maintain a um d5tance of 4 inches above the wntro15 and shall have a pressure relief valve with a dram to the outside. All cncir;,ed bathroom exhaust fans ­t be capable of five av changes per hour, mm. The dwelling unit shal! be pronded wth h-long faaht— capable a�nb�mng a m temeo pture of 70 degrees F. at 3 feet 'bone F h all hnb-H, rooms. Pi mode ufer ground or other approved ground. Arafault or— interrupter required at all receptade outlets In bedro • Receptade outlets shall be located so that no pant along the floor hoe m any wall space i5 more than G feet and the ma—um di,tahce between outlet, shall be 12 feet. • All outdoor, garage and kit hen wunter —eptade outlets Shall have ground -fault c—t interrupter protector. Outdoor fights and outlet, shall be weatherproof type. Primary hghtlng at bathrooms and 1,A hen shall be mm. 40 lumens per watt or nuore,cent. 5reofy two small aprhahee branch —M for the btei- imited to supplying all and counter 5pjrr�ouUeorily,_� • This peer )ect must comply vnth the 2005 Cahfomia Energy Codes Il4'= V -O' Mechanical Notes • Term—oon of all e— rormental air duct, shall be a immmum of 3 feet from any openings into the budding (i.e. dryers, bath and udhty Fans, eta, must be 3 feet away from doors, windows, opening ek}4,ght, or attic vents).. Ali exterior hose b,be shall have a non removable eackflow prevention dente. 5hower and tub- shower combination shall be ponderl oath indwidval control valves or the pressure balance or the therm05taGC inning valve tyle. Furnace and water heater - What.. 54.11 —hpy, wyCMG ch.pters 3 s 9 and CPC chapter 507. 1 !2 E E 01 C N� U U m Q U I ' C O O L I U O a C0 d 17 °Udg: o I m ad I 0 O P C O I N N > C I I U I Tah& Faro?/ 19908 6eAa lreb Awn¢ S —Na,G1 Submittal: o.z� zox L ol.os.za ae�ts I:�a•s C2.'Le.2� Tr ed Sheet Title Lower Level Electrical Plan i I 1 Prolr.Y__ 20IX:.]A D:.cc IO.I,.C4 i A6.1 I i to 5' -h[Gh at horse cal I I�i i Soto, at hose III � II! I 11; / I1 t it 1 ly i l., 1 II! / II III I I j 1 I III \ Garage Lighting/Ceiling Plan u4— 1'-C' Lighting Plan Legend Osmoke detector Recessed Incandescent Downlght 0 Flt ssed Fluorescent Downhght r4 CF—y) Q RyceysEd Waterproof Fluorescent Downlhght - ;High Eff -d.`- Ir ride t Wall Sconce rar T{ (Q Incandescent Vanity Future 3 Recessed Inonde —ot Wallwasher C Decnrit— P1enn- daa Future O -ntt C ��Uyrlt�vy.. F, Iuorescent Wall Mounted &tenor Fixture - ht4gh Efficacy l (P LU 13 Combination Fluorescent Light Hhg�y t \ -x�- I E+haust Fan Future. ............II Under Cabinet Fluorescent light Strap Light 5witch (number indntia s t nee and four way swtchmg as indicated) )iHigh Efff -q� Porcelain socket hrture ( \�[�/ /� U Ceiling Fan ® Centeno, Mounted Fluorescent UtAty Fheture with tens SD II Dormer Swd a5-wtcM dy Occupant Sensa Lighting Plan General Notes I AJI electrical work shall comply, wrath appl�ble sectors of the —rent. Nat—I Electrical Code and California energy cumplunce 5taodarcJ5. 2 All electrcal equipment and a—,-- shall be bled by \a - tally recogmzed testing lab. 3 Recessed fuWres to be msulanon covered (I.C. *E.) — only. 4 All HVAC applunu5 shall be approved by a mtonaly recognized testing bb. 5 F—de smoke detectors in loranons indcated on plan. Smoke detectors 5hall be powered by permanent Wilding wring (I 1 O) without a disconnect switch other than circuit br ik— They shall be equipped with a battery back -up that will emit a signal when batteries are low. The primary source of power span not be from batteries. All smoke detectors shall be mteroonnected 5o that one alarm acbwted will sound all alarms. G 5moke detectors shall be installed m —h 5leepmg room and centrally in the hall or area giv,ng —ss to i sleelm g room. Detectors shall be audible in alt sleepmg a— of the ho- 7 All Surface mounted hxtures W be clear of cabinet doors and door swrg5, typical, where occurs. B All futures to be on dimmers unless otherwise noted on Fl- 9 Contractor or er to F—de, to the City of Saratoga Balding n On,—, a comple[ed N5 -SR form poor to III for the rough L, electoral mspecbon. _ Kitchens: At least half of the o5tallesd wattage of light futures in krttherm shall be high etfnacy and those that are not must be ' witched separately. High efficac light fature5 must p—de at at least 40 lumens per watt. Almost all fluorescent lamps equipped w,th elctromc ballasts q:uLfy. Inner 1-1; lamps (mcludmg any screw- in incandescent lamps), quartz halogen lamps or low voltage lamps't h as halogen lamps do not. laghbng in Bathrooms. Garages, Laundry Rooms and Utility Rooms: All Ight futures 5hall be either high effnacy (fluorescent) r shall be controlled by a manual— occupant sensor. An approved —Firs senor does not alb- the Ight to be on autamadcally and does not have an avernde dut'noun rat to remain on. Other Rooms: All light lutures shall either be hght eff— (dluorescent) or shall be -- trolled by an occupant sensor or \ dimmer. Closets that are less than 70 square feet are exempt / from this requirement. Outdoor lighting: AA light futures mounted ro the buildhrg or to other buildings on the same lot shall be hgh eff—cy I,ght f d res (florescent) or shall be controlled by a photanntroUmotoo sensor oohi > naton. ALL NEW LIGHTING TO COMPLY WITH T-24 MM OATORY MEASURES (TYP.) L, Electrical Plan Electrical Legend =}220 220v Duple s Duplex Fourplex o`- Half Hot Outlet W wall wrath --Q Anb Syphon Hose Bib/ Water Line -d.`- Water Lne w Gas Lne 3 Telertsohl -ble connection C TelephoneV- O Man Elec—1 Panel C Flush floor duplex outet Waterproof GFI outlet 13 Gas meter GFI Electrical Plan Notes • Contractor shall roily architect for an dectrnal box walk through prior to wre pull. • If outlet box location falls between wall studs, contractor shall prowde additional Wcczrg as needed. • All clecto -1 shown is for design intent. Contractor shall coordinate exalt 1 —tiGel t locators with owner. • All electrical work shall comply with applicable sectors of the ent National Ele.t—al Code and CaLfomra energy rcmphancc standards. • AJI electrical equpment and accessories shall be listed by a nationally, recogmzed testing lab. • All elect —! and HVAC equipment shall be installed to comply with manuf-WrelS 5peahcati—. • All HVAC appliances shall be approved by a natoruly, recogn-4 testing lab. • Electric switch and outlet boxes on ettenor wall shall have rubber gaskets for med im mhltrahon oontrd. • All outlets to be mounted at 12' a.f.f. unless otherwise noted • All ou outlets to be G.F.C.I. per code. AJI outlets in latcl:en and baths to be GFCI, typical. • Telephone outlets shown are for — communication only. Coordinate data/CATS drop and mong bratoo with owner. Owner has requested D5L. • Ail installation -tr-t— for it listed equipment shall be promded to the held inspector at time of mopecton. • Required bathroom outlets shall be on a dedvtcd 20 amp .—It. • All smoke detectors shall be hardwired lint— onecred smoke detectors equipped with battery back up. I/4'= I'4Y • Receptacle at the front of the home must be wthm G' -G' of grade (and waterproof GFCI protected). Furnace and water heater on 18' high platform. Seismic anchorage of water heater to iMude anchors or straps at point wthm the upper and lower one -turd of its vemnal dhmenson, the lower anchor5/5trap k—ted to mamtan a mmum distance of 4 mhe5 above the controls and Shall have a pressure relief valve with a dram w die outsde. • All enclosed bathroom exhaust fans must be capable of live air changes per hoe-, min. The dwelling unit shall be prolded with heating faalities capable of mamtammg a room tempe,Wre of 70 degrees F. at 3 feet above floor in all hat—He rooms. • Frowde ufer ground or other approved grounrd. Arefault occult m—upter required at all receptacle outlets in bedrooms. • Receptacle outlets shall be located so that no point along the floor Ime in any wall space is more than 6 feet and the maximum dotance between outlets still be 12 le— All outdoor, garage and kitchen counter receptabe outlets .shall have ground -fault arcua mterrupter protector. Outdoor Ights and outlets shall be weatherproof type. Primary hghtmg at bathrooms and Wtcheo shall be mm. 40 lumens per watt or Fluorescent. Specify two small appliance branch onaats for the fntchen limited W supplying wall and taunter space outlets only. This p erect must comply with the 2005 Cal�fomu Energy Codes Mechanical Notes Termination of all ennronmental air ducts shall be a mnmmum of 3 Feet from any openings into the bvildmq (I.e. dryers, bath and utility fans. etc., must be 3 Feet awry From doors. widows, openmg skylights or attic vents).. • AJI exterior hose bibs shall have a non- remowble baddlow preventon devise. • Shower and tub - shower combinations Shall be pro ded with mdrvhdual control valves of the pressure bitanee or the thermostatic mnnng wF.e type. • Funuce and water heater hrotalliton shall tempt' xYCMC chapters 3 t 9 and CPC chapter 507. _0 L = O Q t c 02 O � u�m m: Q U --) �N E 0 > g� U Q O Y c� U C p Q CD oar® so 7t Nh>� Rer —fion and Addillm For. Tdeh FWJY 19908 Fide AM. Ames S.&g4 CA � 0.23.20LK \ n„ aera, cwt, oh.m.zoci WmmgCcmemn 2 oh.09.2� QartS V'eu•m a � 02.21.20 Sheet Titre Garage Electrical Plan o•t< lo.�s.a s.ra wo. A6.2 J I i n side of to -terror lighbs Main Floor Electrical Plan ogarage garage front j Lighting Plan Legend Lighting Plan General Notes ® 5moke detector I All electrical work shall comply vnth applicable 5ectwns of the O Rece.>ed h, an lescent Do-hL ht rent Natwnal Bect -I Code and Cahfo- energy rnmpiunce standards. I Submittal: Oi Q �" Recc55r -d Fluorr_sunf DownligM t High Efficacy �� 'Nat <rp'oof Fluorosrriit Oownlght - Nigh EFhcaq) /\ p All electnral equipment and acce55one, shall be listed by a l,,Uonall y rnrze d -tl y lab. 3 Re—d fixtures to be al-latron covered (I.C. f,A.TJitype only. _ j B.i!ema 5i:t.ii�ru! lo.za:2oa j / -N a rt, WT} 0 Inp n1.<scent Wall Sconce Incandescent Vanity Fare Rec<s5cc1 Incandescent Wallwasher 4 All NVAC applunres Shall be approved by a nationally r<r jnrzed testing lab. s Promde smoke decectnn m location> mdieared on plan. smoke detectors shall be powered by permanent building wrong (1 1 O) 1z Of o9.2O 0222 �7 I Oz2z.zx; Demnbve Pendant FvWre mthout a d -nnect >witd, other than arrant breakers. They shall be equipped mth a battery back -vp that .11 emrt a signal Z py trve� Fluorescent Wall Mounted bfenor Future - when batteries are low. The p,mary>o - of power shall not be from b,tt -le >. All smoke detectors shall be interconnected l ",,jh U%r�r� `� 5o U.1; one alarm activated roll Sound all alarms. I "R i� ••••••• -•••- iie�>>ed Combination Fluorescent Lght j nigh EHicary�� 6 F K-t Fan Fixture- �..;� -%� Under Cab-[ Fluorrsren: Lght Snip ERr-oy \ G smoke detectors shall be -Aled m each sloe d centrally in tfie hall or area giving access W ead,n5gleeping'oom. Detectors shall be avdVe in all >leepv!g areas of the hou>e. I �c I iM A7 , r s I Al Light Switdi (number ind /�[ t'.ree and /i\our way Y >utclung a5 md.-ted) 4 argf racyJ/G Porcelain ,oc'Ret future �� Ceihriq Fan 7 All Surface mounted hxWre> to be dear of cabme! Actors aryl door swmg>, typcal, where occur. 8 All hatures to be on dimmer unless othennse rn on plans. ���,i- .i��- „✓1i�� Contractor or owner to provide, W the Cny of S.araroga Budding Or e rh ,\ Oihaal. a comple[�d "R form — to -11 oug electrical inspect \ � op tavt4op /J Kitchens: A[ I<a>t half of the mstallesd wattage of Lght 1-1-1 m \ atchens 5ha11 be high efficacy and those that are rot must be ® Cede Mounted Fluorescent UGL FuWre wdh fens ,q t1' td,ed separately. high eff-y fight tuturo mu >C prov,de at at least 40 lumens per watt. Almost all fluorescent tamps I r D± e) °'� r` Drmm<r sw,tci �\ equipped w,th elc ,.- ballasts qualify. Incandescent lamps (including any screw -in mr nde—t lamps), quartz halogen lamp> or tiro ,roltage lamps Such a5 halogen Ural, > do not. �\ Sheet Title I Main Floor Pan Occv t Sensor 5wntdh 1 Lghting in bathrooms, Garages, laundry Rooms and Utility All fight fixtures shall be either high enicaq (Fluorescent) m', i Lighting Plan l or a ma or shall be rant occupant xnw . An "n F-t e -, n approved or<vmpant > ensor doe> not albw the Irgh[ to be on i automat-Ilk, and does not have an ovemde that allows it to l ALL MEW LIGHTING TO CONPLY WI7H T 1� WVIGATDRY YFASURES (TYP.1 (\ Other P ms: All tight F.lures Shall e then be Fvght enrcacy 1 ( dluorescent) or shall be cnnbnlle0 by an occupant sensor j `\ dimmer. Closets that are Ie>s than i0 square feet are exempt \ from chi, requirement. 7m°.20 Care TiO. Iem / Outdoor fighting: All light hutures mounted to Me bwldmg m' to �\ otner buddmgs or. the same lot shall a high efficaq fight IirWreo J (fluorescent) or shall be controlled by a photocontroVmobon —b-bon. / I A7 . n I j I I I i I a , i I I I i I I I I I I i I I I I I 1 I I I I I 1 I I 1 I I 1 I I 1 I ___1 ------ - - - - -� -------------------------- I I I I 1 1 I 1 1 i 1 I i I ' -------------_r­--------------- Lower Level Ceiling Plan t r --- 1 I 1 I 1 j I I I I I I I I I 1 I 1 I l I I I I I 1 I I I 1 1 1 1 I I I I I I 1 1 � I I I I I I I I I I I I 1 I I - - - ---� L __J I I I i '__J L__J Q. Q i t I f 1 1 t\ 9 F -I L F -1 L O C mh U 7 0 1 0 c Ia o` cl s ca `0 a o = 4 I I"; d m di m \t oiE O P C a o p i 00�� _ I'I Q i a F Renwatcnand Add6m For ' i Tbea F3T* : F 799G6 Bela Vista A­l I 1' SaraW9a.GA I I I � I ' I 1 ; 1 I I I I I I j I ' I — I I I I � I I I , Lighting Plan Legend 0 i U O t _ _ Qi t r --- 1 I 1 I 1 j I I I I I I I I I 1 I 1 I l I I I I I 1 I I I 1 1 1 1 I I I I I I 1 1 � I I I I I I I I I I I I 1 I I - - - ---� L __J I I I i '__J L__J Q. Q i t I f 1 1 t\ 9 F -I L F -1 L O C mh U 7 0 1 0 c Ia o` cl s ca `0 a o = 4 I I"; d m di m \t oiE O P C a o p i 00�� _ I'I Q i a F Renwatcnand Add6m For ' i Tbea F3T* : F 799G6 Bela Vista A­l I 1' SaraW9a.GA I I I � I ' I 1 ; 1 I I I I I I j I ' I — I I I I � I I I , Lighting Plan Legend 0 Smoke detector O Recessed Incanrlescenc Downl,ght Qi Rr<esxd Fuorexent Downright e H,gh Eih4 D Q W' std 1- Vaterproof Fluorescrst Dovnhght -J High Enicucyr �\ In4ndexert Wal! Sconce rrrl��� In4ndescent Vanity Future ' Q ? cased In ndescent Waliwasher Demrabve Pendant fieture �DeconAvr) Fluorescent 'A'Ai Mounted E rvr Future - ��Irg/„ Ef,ica�fG t>�' KeceSxd Combination Fluoro <cent Lght ! I 1 Elhvcy ZL ``/�i / Exhaust Fan Future. - ••••••• -••• Under Cabr:et Fluorescent Lght Strip CHigh EHitacy /' /`, Ught 5wnt h (number md,cat_tyree and far wry svntching as indicated) (li,gh _N,4g1 Porcelain socket future (� \�,,/}//7� U Cuhng Fan . ® Ceiling Mounted Fluorescent Utility Ft lbrre with lens D' 8-I j Dimmer Svntch j � Occupant Sensor SwAdi ,,i,� /) ILL NEW LIGHTING TO fAYPLY WITH Ti /FLINOATORY ■EASURES jTIP.) � I I I I I I I 1 I I I I I I 1 I 114- V-Or Lighting Plan General Notes I All clectri4l work shall comply wth apph -ble sections s of the rent Natil Electncal Code and Cahfornu energy compliance tandards. ona 2 All eleetn4l equipment and aceessones shall be rated by a nabonally recogr z'! to "lab. �\ 3 Recessed futures to he msulahon covered (I.C. ,1 rAT.r type only. 4 All HVAC applunc— shall be approved by, nabonally recognved testing lab. 5 f' de smoke detectors :n 1—Uons ind,4ted on plan. Smoke detectors shall be powered by permanent bu,d,ng vnnng (1 1 O) without a d ,Dinned =h other than area,' b —fe,s. They shall be equipped w,th a battery back -uF that wil emit a s,gnal when battenes are low. The pnmary source of power shall not be from battenes. All smoke detectors shay be intercom ct _d so that one alarm amvated w+0 soured all alarms. G 5moke detecto, shall be installed in each sleeping room and certrally m the hall , area giving access w each sleeping room. Detectors shall be audible in Al sleeping areas of the hale. 7 Ail surface mounted futures w be dear of 4onet doors and door swings, typ,41, where occurs. 8 All futures w be on dimmers unless othervase noted on pons. 9 Contractor or owner w pr—de. w the Oty of Saratoga euld:nq OH,cral, a completed VF-8R :ono poor w 4n For the rough electr,4l inspecl.on. Kitd,en At least WIF of the ,n5talle5d wattage of tight Futures m Lichens shall be h,gh efh4cy aM those that are rot must be svnfrlied separatey. High efl4 y hght futures m.t pio,Me at at lust 40 l,me per watt. Almost all nuorescent lamps equipped vnth elctromc ballasts jull,fy, In4ndescent lames (including any screw - ­,descent lamps), quart: haogen lamps or low voltage lamps such as halogen lamps do not. Lght -j in Bathrooms, Garages, Laundry Rooms and Ubhty iRooms: All fight futures shall be either high effivcy (hurarescont) or shall be controlled by a --al-on occupant ­­ An approved accumpant sensor does not allow the hght.to be on automatically and does not have an rn nde that allows it to Other Poo,­ All hqht future sh,li other be h,ght eff a y (d1wre rt) or shall be ontrooed by an occupant sensor or dimmer. Clo,elr> that are less thin 70 square feet are exempt from this requirement. Outdoor hghbng: All tight futures mounted to the bmld,ng or W other burldmgs on the same lot shall be high elfrcacy ["ht futurra (fluorescent) or shall be controlled by a ph000 nnboVmotriri srnsur combination. ,. Submittal id,rg Subm,:t>i : C.23.2C06 L. c2.22.2C� I I aevnme S Cora,^, norm i I I i I I l I Sheet Title Lower Level Ceiling Plan I I rrq-4 no. 20.20 5hccc rc. A7.1 Roof Plan Rena w4 Addi= Fm TAh FW4 S-bga, CA L-4 F- .tn 'r u E WIR jnuf-ture5 .0 ism 7 – – – – – – – — -- � specs `ml C; 0 0 Z5 y 00 0 F C 0 u of ,our,l h— at ewes, .-1 3,0 downspouts, tyf, frou de alternate typ. pro, dc Av—tc oa ®I mo 0 /\. 0 Rena w4 Addi= Fm TAh FW4 S-bga, CA L-4 I tyr. jnuf-ture5 7 – – – – – – – — -- � specs For lost Ila4an �W) A – 97 ,j. ' F Su bmittal: ,our,l h— at ewes, .-1 3,0 downspouts, tyf, frou de alternate typ. pro, dc Av—tc A I —t for copper. —t for copper - /\. 114- V-O' Roof Plan General Notes Fa I I . Class A roof cave ing s requ red. 'l al.li�P � — Sheet Title Roof Plan A8.0 i ( I I I I I I I i I I I I I I I i i I iI I T I I J I " I 1 ) I 7 � I 1 i I i I I 1 I i 1 I I Proposed Front Elevation Side Elevation 1 /4'= I' -O' u4- r -Or Keynotes indicated by ( I �— in drawing I . (N) 400 amp. senmcc. 2. (E) gas meter, relocate .f ne�s5iry. 3. Painted, hand b weled sWCCO finish, ty Fnral at bmldmi utenor. 4. Frameless stained wood wrra— wrath woad header am espased above. yp,cal •M—e ovirs. 5. Sky/�ght. Lypncal. G. Arched copper topped spark arrestor. Copper to be aged and ealed to match cupola. 7. Clay We roofing. 8. Remove (e) Gay Gle -c for —tallabor.. Provide new to matdl at areas of addlt.n. 9. Panted, hand troweled sU;= finish to math a bM, 10 Custom rought Iron metal work at reuss m wa!i to match ralhngs. I I . 5t— guatrefall to remain - remove waad prkets and mf ll with work or cast de—'u - feiwre 12. PaGa and star: s. Palo surface w be anlgued rlt S-f stone. 13. Custom perod style w *ouglt iron coifing 14. New• stained wood French doors �nfdl at —t-3 — arches 15. 5creened foundaGOn vent, ty,—1 6. Provide new 5W— hnmh surface at back chimneys, typical 17. St— buttress. 18. New stoned wood doom and I.Jehght units N fit •.wLh,n e.ISGng ashes at renrtyard. 19. New front door and s,dehghVNanscwn 20. New shaped rafters to match around house 21 . flew tempered glass doors and windows In stained wood fremel . typical at gallery. 22. (N) painted gals. metal half round gu -.t r (prowde cost for copper n alternate. 23. Open W ov Covered Pat. 24. Planter wall, see detan. 25. Access door to crawl space, see detads. 26. 3' 0 painted gal y. sheet metal rain water leader, typ. (Pm de cost ror copper as an alwrate). I Submittal__ B.i— 9.fm -bl i a.23.20DG I 1 u�.x Cm7r I C; 09�20J' - 02.2_.P POT. i I I 1 I I I I v _ 11N I � I ..exme s emr, I j I i O 0 F ID n U = U � > P P N Q u 1 a '`- 0 u a a O 00 m J u m o 45 r O�co O I R-0 i C i — i I I U I I I� I i I ' Ra—ton aid Addiban FO .. i Fa TaW. nliy 199178 Bem V td A- sarampa G I Submittal__ B.i— 9.fm -bl i a.23.20DG I 1 u�.x Cm7r I C; 09�20J' - 02.2_.P POT. i I I 1 I I I I v _ 11N I � I ..exme s emr, I j I i l i i i i I 1 l i .f i j I i I I I I i 1 I Rear Elevation I /4'= 1' -0' Keynotes indicated by(_' )- — in drawing _ i . (N) 400 amp. senrc. 2. (E) gas meter, relocate :f necessary. 3. Pamted, hand troweled stucco hmsh, tyF r 1 at ,mIdmg ertenor. 4. Fn meless sGlned wood nd.— wth — header berm xposed above, tyr—I w*_ ocu- 5. Skyl;ght. typral. 6. Arched copper topped spark arrestor. Cupper to be aged and sealed to match cupola. 7. Clay Oe roofing. B. Remoae ;e) clay We -save For rc:reGllaGOn. Pr—de new to match at areas of ad"',_ 9. Pamted, hand troweled st— ilmsh. 10. Custom wrought von metal + k at r­ m wall to match I I . Stl nuc9.o gwtreiod to remain - remove wood pmkets and mhll with 'ron rk or ust decorative feature 12. Pabo an,, sG, s Patio surface to I, aroque l natural stone. 13. Custom peel sLfe wrought Iron nlbnq 14. New stained wood French doors mhll ate -brq aura arches 15. 5creened foundabon vent. typeal I G. Provide new stucco f rel, surface at back ch mney . typical 17. 5tu— buttress. 18. New stained wood doors and s01163ht units to ht wnthm -,5hng stucco arches at courtyard. 19. New front door and sOehghttAransom 20. New shaped rafters to match around house 21 . New tempered gia55 doors and mrdows m 5tawed wood frame, typlral at gallery. 22. (N) painted gal, metal half round gutter (prrn de oogt far copper alternate. 23. Open to Covered Pabo 24. Planter ­11. _e detail, 25. Access door to cowl space. see deG;b. 26. 3' 0 pamted gal, sheet metal ram water leader, typ. (Prande t for copper as an a' —te). (/'27 New chimney at master bedroom a served as aesthetic Wrro• ( � long. Faua Spark arrestor 5fould match w,th rote N6. I i Sheet Title Proposed Elevations j I -- ---- j 2006.20 iSrcet No. 'A9.1 N h rr i _� p 1 n 1^_ u N U L� >P ^�I 2 m Q ' C C C L O U n m O O OO p �c 0 u oP�l 1 I Nii �o coo! i O6° rrn>�• Q 1 1 I IU I ! Renwaim atl AdtSfion Fm Tar hF_* 19908 Bella VW Awaple i Sx.Wp+CA � 1 .. I i I o ' ail i I I I L I j I i I I i I I I i i Submittal: B.Aa�y s�tmtu I i i - -._ 10.23.2Q:L i -INol.m.2ao; " [? 1 OI .09.200:" /.� CJmtb eeaa: _ 02.22.2N"/ � I i Sheet Title Proposed Elevations j I -- ---- j 2006.20 iSrcet No. 'A9.1 North Elevation (rear of garage) 114- 1, -0' South Elevation 114•=1' -O' ID flIC GR. 114• V-O' mlUl t7 10 East Elevation --------- rl -TYPED ---- -- -- - - --- J1=1E5 r (E) C, PLA5. TO REMAIN lox. LOCATION Of 4JTF (N) GABLE END VENT. T,pr AND 5T11-E To DE APPROVED BY ARCHITECT. Poor 5rRUc. 'A BEHItJD F CLAY TILE TO REMAJH PROVIDE SAVE VEIJT5 - (3) 1-112'0 IOLE5 W1 COFRJ05ION RE515TA14T MET. ME5HI --- - --- ----- FOR VENTILATION. A5 - ------- - ----- ------------------ al-OD. ----- ------------ T 0. it) F. H L] --------- -TYPED ---- -- -- - - --- J1=1E5 (E) C, PLA5. TO REMAIN West Elevation (facing fence and Section - B 114- P-01 ID RW GR. E 0. c o < < 0 0 '2 -6, U C U o o o Re—jon and Addil- For TxWh F—k IM 8ebv.UA- CA GR 114• ['-0' Submittal: X 02,22--i 0— 10 A9.2 adfadf (N) p. hW+— (M) —.- dy U, —F.,q stet 4, At- 7 mor 2A -F-. I -) and �nohnq fl p n papery -30 -O,t— " aft at---, —,hm F 1-8 haR —t,6EDROOM herCLOSET (E) 9— 5.9(7 -84.70 �83 58. 9 ',U 15sed floor —6nq TO 71 lI' III I' T7, T� - Section Facing North 2 (E) grade 77.06' Ly W sL— .1 ---- ------ -- -11 J, UJI -A zs\ em j I Submittal: emry I r1.23 21XJG J 2' said 4 perforated, xterd to O.,A,qht T, d—h;A Section Facing South j—, s Section Plan 'A9.3 E 0 N diem < -bE 8) 0— 4. :E 4 2 iU R—a and AdM. For. TAmhF,"* 19908 B.➢. Vmw A\ Salop, CA Ly W sL— .1 ---- ------ -- -11 J, UJI -A zs\ em j I Submittal: emry I r1.23 21XJG J 2' said 4 perforated, xterd to O.,A,qht T, d—h;A Section Facing South j—, s Section Plan 'A9.3 Section Facing North Stair Plan .F,,r U13C-.,' —r h-Ot - 8' and tread 9. and .Handrails (minimum at one 5de) to ertenA a—.Ax Poste or �-tum zlis 6 114- 1'-0• L Sheet Title Section Plan E Pu ILtG < < '0 o 0 0 C -62 — — - — - — - — - — - — - Z�) — - — - — - 0-d 6 S: u 2,4 1 G' 24 2a 14, O.C. < A 13 11 -D5, F.F. �58.211-\ FO,C, 14 -' - dI 7.5 - '-I-! 5T @10' =4' -2i ------ A On i R— m atid Add= Fw Vii 0 5., -�,; 7 5*T @ 10. 4'-2' ------- T�khF-� 190 Bela VMt3 Aa 01 Cdwogcs. WAL 5- S.Ap,CA 0: 7 rt TO Cr W; Section Facing South Stair Plan .F,,r U13C-.,' —r h-Ot - 8' and tread 9. and .Handrails (minimum at one 5de) to ertenA a—.Ax Poste or �-tum zlis 6 114- 1'-0• L Sheet Title Section Plan 11 1 (E) sh-thmq Wall fie— Wood filler L — — — — — — — — — — — — — — — _ --- -- -- — — — — — — — — — — — = Plaster C .Uj —ed 21 0 Jam Similar 13 T= V-0, 'I ddafdfa W.11 F—n CI ii U, ' -h and GI—q Head T= 1'-0' WA Fn,h i 5-h and GU—j I of of o Jame C—At— < 0 .—Clo—, by 'Adw. JAMB 114 0: Mould 5;eh-d Gl—, Jamb 18 Mullion 14 Jamb at Pocket Door 10 I j 3 'O' Wd. -L', by m w—i— mfr. Plywood 5hutm',a -r Wo�d Niel 21 FLASHING As Horizontal Mullion 15 3-; '-(Y W.11 F—h J-1, C—d'u- Wd. Nle, 114 Round \ ` Moulding `Frame Exte, as regd. 5-h and GL.."j — T,Ie f1k f,—h e nds L-F, 2' - -t,� 4,11 bed of 5h-tq n,j - Plywood 51he Mrq Head, Jamb Similar- Typ. Interior Door 16 Threshold 3'= 1'-O' 12 3'=v-0. See it 70, fillU II 0 Head F?,,l wail t-t b, Ve,,Fy stud depth. vanee, erterl. by xtr,dow TO- 4' to Z P < �q 1. < c P O 0 �2 a 114 R-0 OIL - Erten. as regd. Dbl. 9-9 f— WA F—h 6C eo C) Header - 5- Structural D-3,j Stucco Mould i Door Head — T,Ie f1k f,—h e nds L-F, 2' - -t,� 4,11 bed of 5h-tq n,j - Plywood 51he Mrq Head, Jamb Similar- Typ. Interior Door 16 Threshold 3'= 1'-O' 12 3'=v-0. See it 70, fillU II 0 Head F?,,l wail t-t b, Ve,,Fy stud depth. vanee, erterl. by xtr,dow TO- 4' to Z P < �q 1. < c P O 0 �2 a 01 114 Round - Erten. as regd. 1/4 Round WuW— f— WA F—h 6C eo C) Header - 5- Structural D-3,j 2 i Wood fille., 5t — 114 F—d MoOd 9 G,5,m- t Ite.-1 by wdw. H, ,here e4d 5-h and Obl. Ga-9 5 Patio Edge at Railing 1 3- 1'-01 I 3'= V,01 f Horizontal Door Mullion Mullion Ooo, 1 6 Patio Edge at Railing- Detail 3'=! -0' TM erterl. by xtr,dow TO- Submittal: Z P < �q 1. < c P O 0 �2 a 01 114 Round - Erten. as regd. 1/4 Round WuW— G—J.— 6C eo C) 2 i Wood fille., 5t — G,5,m- FLA5MING —Wail N PIV — f Horizontal Door Mullion Mullion Ooo, 1 6 Patio Edge at Railing- Detail 3'=! -0' I S-Inga. CA 3- 1 -0' Head at Pocket Door TM 4- +i Submittal: Z P < �q 1. < c P I S-Inga. CA 3- 1 -0' Head at Pocket Door Submittal: Z P < �q 1. < c P O 0 �2 a 0 114 Round - Erten. as regd. f 022P.2— 6C eo C) 2 I S-Inga. CA 3- 1 -0' Head at Pocket Door Sheet Tide Door and Window Details D- Submittal: 114 Round - Erten. as regd. f 022P.2— i Sheet Tide Door and Window Details D- G.S.M. fl—u%q WA fu-111, 2 -j—, -L-- by 114' Rc. 518' �A. W& fd!- Ft"-.d 1- 4. 81Vj -(r) C-- "p, spacer spacer — 112'0 G' Laq bdt 3 per 50, bdt (E) E+t, j fjl-j `(E) Mr. !,h-Mrg full "d f .2 I i coot. slab r—,.. mewl lnui4� —brit. - fill A.D. 5p— 4 —L..t FY—Ld 5h-tf.N JAMB Base at Door 13 Head at Recess 9 I Jamb at Wall Recess 5 Mullion at Pocket Door 3— P-9 3• V-0• Ply—, 51,eaLiuqj Ply­d Sheathing 51�1,, 5, 1 -1/2' JAMS 2 Wd fill- - FEE ! - I 3ve 3/4 2 - 1;1' G.5.K fl,,h,rq 0 0! IF Jamb Moulding 15 31=ilcl J—L, C-0,1-,j < U4 R..,I_j 5/8' x Stcr 6 Jam, Sim. 16 3- 1'-0' - -Wall h—h — 114 P-0 Moulhrj 5—h and Dbl. GWu,,j St.— Mould - - -. Jamb at Door 31" OI Full bed f yea Lrnt 0: I 10 1 -Ai Vertical Mullion 3— P-1 —, I Fult bed of Fvcd Sash TOe Fir. finish 5&L,r, J,,j set n full bed Or YvAl F,r-.,h I di < /-1/4 R-rd Moulding J 112, y 3 filler 7/8'fidl- 5e 1 Structural 11 51, 1 —(I1) Conc. 51.1, Threshold at Door rs 12 WA F—h Door and Window Details 21 31" OI Full bed f yea Lrnt 0: I 10 1 -Ai Vertical Mullion 3— P-1 —, I Fult bed of Fvcd Sash 1/4 F—rd YvAl F,r-.,h I di < /-1/4 R-rd Moulding J 112, y 3 7/8'fidl- Sill 3*= V-01 i2 LO 0 ILt < < c o it P , 0 -6= 9 U ob 0 �sze as 0 10- by -f.. .0! > Renmmn aM Add,W FM Talwh Faurify 19W BeU V.t.A,— T- V-0' S, azga. CA WAJ fi—h F— 314x 3' =!' -O' Sas=h and Glannq 1/4 R-and M-1,1,N L l-ul, xL cn Cyr 3•- 1'-(P by —1— mfr. I di < /-1/4 R-rd Moulding "u— v 1 Sheet Title rs WA F—h Door and Window Details 21 5;1 6 ply—, 'h-th'.r.5 Vertical Mullion 4 Al 0.2 1; .3•= 1 !Edge 41e F-- C-ent grout FM-.- day twde (M) and 2, ,ft- A\ board F be-, A 1) w't-I'loof M D,. 2,. .-w 51,- - 't., r--M-- Clay Tfl, (E) -I (H) HVidge MAN\ i .1 It 1 1-1. TOG 5h-th',,q L (14) Pw Match 2x f,-th.rfj Rake 14 --IiIT 1-0 2x4 on edgy. -at fE) r.l� -------- ---(E) Wall F1111141 1 3 5t A'-p -d (E) 5h-Mrz, Weep 5--d ply- ---G,5.M. r (E) I'l-N 8. cmu_ 5- - - - - - - - - - - - - - L-2- --I - - - - - - - - - - - L-(E) R-1 EE Membrane Con, - 5- E�-. T-- --i-L t I wat-r,-F I Trussed jo;- - Cr,- WA or It-t-1 2, r0t,, Fiberboard Liffic 2x d'3. Jst,c--Y 1 112. 0 hk-5, per 01, Lyr. muoi i ue At Yvan (E) stets it I r Stucco w- 5-M G.5.M. Flashing II I 3=1'-0' rly—i ,h-th,rq yRafter. See t,-t-1 dw,3,. 2, Ledger. S- structural dugs u Cement Grout Lm Me (N) - (E) < < CC ion C) 0 pi rly—i ,h-th,rq yRafter. See t,-t-1 dw,3,. 2, Ledger. S- structural dugs Ref-abon aw Adftm For T.WF.I* 199BB Bella VtMA-e S..I.gt, CA I Tile To Wall Submittal ?-I wall test UBC 509 Copper beyond 12\ --fx,7 .3• 6;,. T,I, T. 5. D. L . y ty!".. see plo.f pun lr� EEQ , C-1— ZY-1 12,2,2= Eftr. El- for lo-t,on '3rr, 2 7 5tu--- 3- 1'-0' 'f-- Tru- Ld J-1, scion 'I" T 4 G boarding W math (e) Sheet Title_— Y, ,none corp- 9utter 3, d'.. J.-r-t tW., see Roof Flan, ect W 8 Railing At Patio Edge 1 '-0' 3'=1` -O' 3- Al 0.3 u mnaEl Lm > < < CC ion C) 0 pi mm mm I c 0 Ref-abon aw Adftm For T.WF.I* 199BB Bella VtMA-e S..I.gt, CA I Tile To Wall Submittal ?-I wall test UBC 509 Copper beyond 12\ --fx,7 .3• 6;,. T,I, T. 5. D. L . y ty!".. see plo.f pun lr� EEQ , C-1— ZY-1 12,2,2= Eftr. El- for lo-t,on '3rr, 2 7 5tu--- 3- 1'-0' 'f-- Tru- Ld J-1, scion 'I" T 4 G boarding W math (e) Sheet Title_— Y, ,none corp- 9utter 3, d'.. J.-r-t tW., see Roof Flan, ect W 8 Railing At Patio Edge 1 '-0' 3'=1` -O' 3- Al 0.3 (Tyr. t— di-) !E 6 (Ty 14 12� 5t- 0 F IC.E.W. I e,,e,,P., p'M X., 2-1 pl, — per 5 Section At Tiled Steps 14 take #4 @ 12' X o O.C.Ev — O.C�-w 2x4 braung JA "77 �11 6 IS C) r- Plywood sheathing tu �d e v., j- -t-1 2.4 0 IG 0 e, tyF. 5-� 5. 154kq. 0 Section At Cement Steps 13 1- 1 /2'=1' -O' (Tyr. t— di-) !E 6 T 14 12� -01 9 12' 0 F IC.E.W. I e,,e,,P., p'M X., 2-1 pl, — per 5 Section At Tiled Steps 14 take X o F---fini5h floor I Ii" Conc. 6 IS C) r- Plywood sheathing I +11 X 4— Pd T— — — — — — — — — - — — — — — — — — -- — — — — — 2,,4 P.T.r.F. er I.-O.C. '—der "t) We to re—r (e) floor — (E) to V,I,crc guard ­4 p. 1,,rd--- to gored radms min. G.5.,4 FLeh,,q G.5-M. --ter W—F' --d Darker red Waterproof ---i —L—re Rail Wall L pw 5h_thir,q 4-- — (N) —1. Rais4d Floor At Wall 3- "-,D' tooled edge 2' 5t1. i—ekd O.C—w. t I I < -rng -1i F,--jl J Ue T.B.D. - -_ —1 `-2 - 2x floor Joist PW he,th-3 Section At (E) Steps 15 11 31- Slab Edge I Interior Stairs I. i. thi.,3 b.t 16 1-112' = I' -O' 2-4 P.T.D.F. 5,eer,er 17 (E) t& --j T LEI Raised Floor At (E) Wall 142 3'= I.- 14 , 2' F.MW-5. ----5/8'O Cad Pii,,ie M.B. Dec t— 51,ee.. T.B.D.; 3/16'x2' Note: 4oi, dip 3at, —.b+y after Fab—t,or.. Provide 2 per side. 41rom top and t,.twm of A— Attachment 2 3- 01 5t- 5heath-3 co', Ilanq or Louver- Head, Jamb and Thresh. Sim. Dec F-1 !E 6 T Wmterpmol V < I < 0 2-1 pl, — per 5 take V o Ou 6 IS C) 0 5-� 0 -5 DIG T— j L—#, 16' E.W. %J i o.c. co-. F-Migti-i w 11. J.9'. Rely w aW Aftim Fw Tar.hF—� Slab Joint 19903 B eb V.b A- S_wga, CA tooled edge 2' 5t1. i—ekd O.C—w. t I I < -rng -1i F,--jl J Ue T.B.D. - -_ —1 `-2 - 2x floor Joist PW he,th-3 Section At (E) Steps 15 11 31- Slab Edge I Interior Stairs I. i. thi.,3 b.t 16 1-112' = I' -O' 2-4 P.T.D.F. 5,eer,er 17 (E) t& --j T LEI Raised Floor At (E) Wall 142 3'= I.- 14 , 2' F.MW-5. ----5/8'O Cad Pii,,ie M.B. Dec t— 51,ee.. T.B.D.; 3/16'x2' Note: 4oi, dip 3at, —.b+y after Fab—t,or.. Provide 2 per side. 41rom top and t,.twm of A— Attachment 2 3- 01 5t- 5heath-3 co', Ilanq or Louver- Head, Jamb and Thresh. Sim. Dec F-1 2,6 P.T.D.F. or cedar T 2-1 pl, — per 5 take P.T. D.r'- -dar �- stakes 48'0,C, Submittal: Rc 02,"2 1, Sheet Title -r-eo. 2— Patio Edge 8 Planter Edge X— V-9 3- VI Al 0.4 i 1 i a ^I j r i i i I A Y STRUCTURAL SPECIFICATIONS SPECIAL INSPECTIONS ABBREVIATIONS TABLE OF CONTENTS ME OAOI 9141 DO1IIf A R OfMM 0.Wt0 C061RICIIOM W Of FU OW TM OF 10ph r - PLYWOOD CONCRETE f AMY SHEET CONTENT -1 AL 0.K 9W1 O ro U.S Pl PS I. AIDEAX RTOOm ASSWATOL FAW 9EE1 - DWm M iAAG 61ESt 9EOF16 ND PIAtDi 6 ALL Elf(R1ID m10RR ND PEINADOALY AA• SO.0 44 V Of 9WL ff nN1En TNI °` PS Am/ W WA ntAE3ARL APA VMLAFI o nAan 600L'L AA Wn, 1d Ak� sill Al 909Lm16 M�TW Loom D U Q U E T T E ROOF PLYWOOD f W F 106 FM SRm ff/0A 1WS ( nLM P05 AND CAMD4 MIX ArN.I . A w/ STImff1 tl m TAIL Q CWM(3 E N U 1 N E E P I N 0 _ SW1L ff WAN 1/! -3 RY NRlml 117E WED 90OM C am fM mu" cIX (Cm�/E tj 7M MQL 3R/ta, SF7aR U0P 1 W ffFiOt. 2 m10ER FW FC10A➢06 1tN E FLW W 0300 P9 W lLQ u' ma � 0-ft SO.1 MMK UIEM f WALL PLYWOOD 1 CO.MI[fW 9ASaWAE M "�/ 1 A �'/� STAIWD OETAU fI/M. YM 301 9fAFrN1 SOmOE l OOOO 1050VTM THM 9TAEEY..N FLOOR - SHAL ff Ifl1r 1/Y -] RT NIW W IriE MRO 9EAMK. c-O OUII IIH FTIWOt ULF s. 91E m FILLY -SAIPCM a FMOL M . t C.rwfi. 9[ARNL ww WI Jmsa GTLF'CtlfNU W 13 (Cm -D3Y9M ,j 7. 01K 2AAQ 9' M W 1 W O F REINFORCING STEEL u C..b. AOM r 0Af 310. S1.0 LOOK LCM m10fAYIN NAM TELEPEMME: MA94AM - PERm Y. 9106 DE KAQ6 ff RO FUM SIEEL f W ALL CMM MUD m RAVE �k cu CAV - FU9m1101/w ROQ RAmc RAM Fns : aM..MPNO FLOOR PLYWOOD - 9U11 E IOOAJI 3/.'-. RT NiN6W TYPE MSD WfAAM C-D 9= I91 DMOW 91E 196OOL mp, 191L M.m �V. 31.1 mID FINN RAII WEBSRE: ...mgrs.wgcml (MX -DMM 11 SPM M= 0/24 SLEW =P i W ff71ER. HIGH STRENGTH BOLTING I f�sAm S11 Imff FUYim NAM - UMm ALL RCT WAI A106 W M01M f 6444106 mfl. C.A.m. ALL mmw RRYIOYE T F)T.14D ro GllEA 9141 ff EXEImI ifK RY90m K 111DOW 11FS Rr0.m ADHESIVE ANCHORS m11 O.m.` I.wMi wit Si.3 "ItAX FOODAM IW p m OAtpr JW 6 IRRIOFID ADM M. Owfi cOAQ 10Q hA10D RAM Nl 11910® RilOm fO� 91V1 ff 100[- NO -WtOiE W 9A'(RIFD IFiX R1TOm C1FA15 W - OVOC ALL A6E91E AI00E0: 16'fN1A106 CAdQ atAlS rtrlam CPS SPECIAL INSPECTOR ' OF 01.01. h S3.0 F'OtMO W OGYS FRAMING - ME 9TOA 19f11W 96LL ff A OLL4PID Rm6I w SMLL mM6RAE 16 ImRTF11LL ro ME wm S3.1 WiOAM ats OOA p mW 6 6 W®9 BM SiNOO SAIMILOQI ff ME ffIMN. f W ICFE0001 Q A PN00fA1 TiF4 W f0159Si91 W U16 gMt 09i • $3.0 FPNOm RTYs 6ivc RU M 7 9 u[I ®m w1E DATES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR u � SYMBOLS LEGEND _ .1. h h RATES. J= Am KOM 1101 (IW41 PNIA. tL1-a Of PE6 06 (�M Of m AS m cwQdNM: IM m /Ali1HF Oem U f_ rA. L 44 PIMJ6 UD9RS AO KAIM MI (1006 -0j PARR 1L . N0�6 U. M. ERw�s bh1 0l - Ai 9iDE 19ECM 096101 EPW6 ro M 6FA0.L TrE DASEM W '� (,y 0. ffAEi mH Mat (1116 -Mj PAID I]o-m. AND OM OE AJn � [f T MO�� � � ALL �IM W ®➢E - 0 Ed, �� SYMBOL DESCRIPTION A .•. POM MI (MOFA j PAU I2". 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S r ' -1 M..t ro OD OEIE ® E .L WALL PLYWOOD SCHEDULE " MARK PLYWOOD NAILING 0 1/2' N 0 r OL EDGES a LY at FICA DDRxr J K 90G( AL SHEET Lvu © 1� N 0 VOL EDGES A 12' aL FIELD SHOO M SEE, ELe SGE S/` ' -0 2 1/C - N e eat COLS A If OL ROD, HOIX u SILO mIa N 0 rat aDoEs A 17 ac FEff4 9003 AL SHEET EGOS V0 1R. N 0 I- EO33 A IT ILL IE1D. IROX ILL SEEM EDGES • 1674E LENIN 6 ]1 1A ®6 Ai ML .YNONf SHEET FDOS (5116 ND 9DWD) AAO AT MDSLL- STAWR xus � NEIE PROS /1E ARMED M BON FIGS O iHE l4L AMO MK 9'IOIG 6 OS AHEM r OG d OVER SEE, PAIE1 ANTS SHNL ff 6FYT ro MALL M <EfDDIf FN40ID TEL ®9 M SHAM0 4001 ff Y M OLOO ND IN5 d FAM SaE 9001 ff 5T4iOPm. FIELD VERIFICATION OF NAILS KARL OESIGNATKIN I10 COMMON IOd COMMON 16d COMMON SHANK DIAMETER 0111' DMA 0.f A2' DM. 0.162' OA LENGTH 2 1/2' S' S 1/2' EMBOSSED HEAD MARKING (Q CODE) ID OO OO ACTUAL vu EN ro N9�ooM DO POST WHEN ODOM SRO TOPICAL UNn /n i OD RET E H G 1 N E E P I N G SHEARWALL NAIL SPECIFICATION, 1. NAAS YANEILMILp M Sm1 STATE MAIL G]PNLY NN TIE 4 ODE NIL mltEGllDI S,STETI WMEACPE M MEET M EDUCED THE IE9/219f6 OF ASIY nW. f W G6DOC NFOINATIN AND L6JL DmTmn06 wACT Gam1 STATE NL COMPANY. P.O. — 184 RIIOD O1'I10CA G NTA m -TTL IOLMLmI FAZE AOASIAlW L THE FOLLOW TOGS AIE WASH[ O lATI1NG M somLm Nos WAR'"A V PA9IHmA90/SD-tl HAISIEADmHQI2 MWTAO,W -NpT fMLSIFMOlNSO SEMI- 11D1ms,l1/SOIB AIRDORL�1 SNUD09Mp 365 SHEARWALL SCHEDULE SCALE 1/2• . 1•d FASTEN Ol SHAM - III MiWTM N PFII LOGIN (111 - N DOTE TM MTE -I� 0 {-1/r OG i11S.n' h DOLHE SOD OR — POST AT DDS DO1HE S M SIOE N 1A10O1T4 &DOING AT HEADER. EACH SIDE 91PSM CS16 CQ 511LP NSTAUED DOER E EANK ILAU. SRO. n1rA DONE S OR SINGLE 4- 10®(TAL &ROOD AT aDD. sD. ELM SIDE SIPSI (516 Oct sIMP- NiT4ffm 01EP SEATHIG IIILLONI ff\KL ip PI.W- RCOOED OLY Ai EDGES 6 PFRFMAIm SHEAR WL - 1. 9EATD= NOI 41GM FOR OMF1T. 4EADNIG AMIE ND IRA 6996 4001 WIN MOST HEAVILY Nom PFA NDID M PI.NI L flIODC END HAS. FOR FULL MW AT NL HOLD DDNI i66 M DOHS 5116 S SE PLMS AND SHOOS LEGEND FM NOTAIOI O FOFOAATED SEMI ur_ M iPLeD PLANS. PERFORATED SHEARWALL FRAMING REQUIREMENTS FORCE TRANSFER AROUND OPENINGS N RILL SHEAR 0.T I.m ODS6 SIAOMD F$ S SCHEDULE I PLANS 40 9EMWL PAHEl AR-\ 0, W HaD-0OM 1 1 00 POST I✓ / I I —�\ \ DOJWSLE SILO ITPGL�ILLOM . I t HOD mn SE \ I MIX `i\\ RAIL 4d -){- -` I Il f'ry'`ll SOTASI II ®NO 191 JUST M 9000D DOW TO, MI MARK ENO SLID SOF'S]I ISil11m[I(IS ' _•l I If 11 ' _-^_^ THEV01ea 1FR I \ - 1 SI /�T10O1 4FAilOC - _ I ORI® CuNFA - `t\ \ / per. SBPSM REONHEMO - \ \ / p / DOHF 1M ME sp r I `RD01 Zsi I THEAOED MIMER I 1 V P.iDE. YID91 11. 4 �I pl/ - �'� p� MATCH FKa I `P �\ `\ \\ .I \ I `OOAE I� PLATE P.T.U. MO191 ESRD 100581 SLID ABOE IL d.. 1 1 ESING lum, 4A0[EI®IFDS axoM iWMiDN E161NG CdL1ElE <� A' \ , I III NAILS, Ill I I/ FaMAIRON CONCIE ®Araol .HEATED 10 I 1 `FO . OA E PLO SAPS, - _ M SMPSCM ID OfF.1® 0D PFA HOEEIEIIi2 HEOEELDIO � REUNIE O IRODM RYq FPOII M TOE ffONpHOL IFE PLAM HOLDOWN AT FOUNDATION W CRIPPLE WALL �mGN ��1 HOEDOWN AT FOUNDATION W CRIPPLE WALL SCAM , /,• . ,•_,• c s..•, 1/4• - ,• -0• 3 SCREWED HOLD -DOWN ANCHOR AT SHEARWALL ENDS 4 THROUGH SECOND FLOOR SCALE 1/' -',-0 STEM FAT NDEULU6 SEE PLANS ND 9EARW1 S tlfDAE 91F EN .. IN EN M p MIL SHEATHING ST PNFL ANI SHEAR FLT EIME OOINS D AO O D OOM 5116 EDGE NAILS SF RAMS AID 9FMMN1 C�] SEAR Ri IEIE Om26 ST PAIp FOR 1I1F11 r SOEDME m I �EN O �p ) I \ ♦/ m u ND 9FMOLL� EDGE NAIS ANf l\•�/ mEDUF p SOW 0 Ir OL V D0.9E TOP PLATE �l EDGE NAL 9[AtIMC mac a HOD DOM sm I O O 7_ O O nILl L�Dmn°OMTmrx y� HID DOW OEWCE, k NOD DOW PmT PER PLAN 4- L OR Omw sm PLAiC FASRIMO -1 OOOM p \\ 1 S RM A'I MII FASIFNNG SLL 5000E iMIf11 a91 AT \ UONII OMILUE OW SHEARWALL INTERSECTION 6 AT SEND INLD WINS) i FRAMING REQUIREMENTS SC&E' 1/4•-''-0' TmHt SGIIOC \� AIIAILW M IILODII ffAM - (}�\ SEE w M PLANS 91PS1 H PLANS />� FNIENDED DAP m10 PPP LRAM 7 IN SCREWED HOLD -DOWN ANCHOR AT WOOD BEA M o )rr © o EEAM M AST p_ EO Fll ROM 9EA110D FBIFLIOI/S1RIT. SCEWE �� 0. AND Sa T EDAE L� ITA100 IMI MILS PANEL IONT SUMP, PER SEWE3 .II I ' 111 I H II\ I { I` OOHL TCP MTE b iLOM A615 3 O1HE s m D U Q U E T T E r I - L STUD "ALL EN ro N9�ooM DO POST WHEN ODOM SRO TOPICAL UNn /n i OD RET E H G 1 N E E P I N G NOD aON/ SILL M I EN S3 BLOCK51 91� \\ .� _ \ s" PLY N[Pi OLVL6 PANEL Ali �♦ SE PLANS N09fAVW1 �'Mo-o' S-mu 6TNPDED ,e 600TH TNFD fiREEf. fOl PloOR 6A11 J06E. CAL50100A ILS „S 1 p . \ , P.TDF. w 6 n es I� NmNamH \ ``. \ I' I TELEPHONE: 40&4114 OM FALSmLE: 401 1D➢4 SOIlSX nm AST 9DDt i .LD' NgETE - r2 p1, •• S1fA7101G ,LI:I� I BLOCK .� / !l _414 \ \ Fro POST NESSRE: =AS112Da SHED ., `,l ®ANGcN_— 0.P SePS&1 . p \411 \ \ \\ (V RMI2. �C ffamoTls a SET m 11.0a SCREWED HOLD -DOWN ANCHOR AT SHEARWALL f•-1�� mAE. OO.BF MTE MATCH FAD AT01E }-� 1 �. T� F I PANEL \ \\r, ! L/ I D: am Fd PLAN II 1\\`71 50.U919DIx 7!V MINE �DW 94\ I q ,I y( ' FOUNDATION b9I ,_• . S 59D , \ E .L DIMHOLD ) ? tIMEIOD AD) RA 91PXN NO - = G 0 v DDRxr J K ON SOF'S]I ISil11m[I(IS ' _•l I If 11 ' _-^_^ THEV01ea 1FR I \ - 1 SI /�T10O1 4FAilOC - _ I ORI® CuNFA - `t\ \ / per. SBPSM REONHEMO - \ \ / p / DOHF 1M ME sp r I `RD01 Zsi I THEAOED MIMER I 1 V P.iDE. YID91 11. 4 �I pl/ - �'� p� MATCH FKa I `P �\ `\ \\ .I \ I `OOAE I� PLATE P.T.U. MO191 ESRD 100581 SLID ABOE IL d.. 1 1 ESING lum, 4A0[EI®IFDS axoM iWMiDN E161NG CdL1ElE <� A' \ , I III NAILS, Ill I I/ FaMAIRON CONCIE ®Araol .HEATED 10 I 1 `FO . OA E PLO SAPS, - _ M SMPSCM ID OfF.1® 0D PFA HOEEIEIIi2 HEOEELDIO � REUNIE O IRODM RYq FPOII M TOE ffONpHOL IFE PLAM HOLDOWN AT FOUNDATION W CRIPPLE WALL �mGN ��1 HOEDOWN AT FOUNDATION W CRIPPLE WALL SCAM , /,• . ,•_,• c s..•, 1/4• - ,• -0• 3 SCREWED HOLD -DOWN ANCHOR AT SHEARWALL ENDS 4 THROUGH SECOND FLOOR SCALE 1/' -',-0 STEM FAT NDEULU6 SEE PLANS ND 9EARW1 S tlfDAE 91F EN .. IN EN M p MIL SHEATHING ST PNFL ANI SHEAR FLT EIME OOINS D AO O D OOM 5116 EDGE NAILS SF RAMS AID 9FMMN1 C�] SEAR Ri IEIE Om26 ST PAIp FOR 1I1F11 r SOEDME m I �EN O �p ) I \ ♦/ m u ND 9FMOLL� EDGE NAIS ANf l\•�/ mEDUF p SOW 0 Ir OL V D0.9E TOP PLATE �l EDGE NAL 9[AtIMC mac a HOD DOM sm I O O 7_ O O nILl L�Dmn°OMTmrx y� HID DOW OEWCE, k NOD DOW PmT PER PLAN 4- L OR Omw sm PLAiC FASRIMO -1 OOOM p \\ 1 S RM A'I MII FASIFNNG SLL 5000E iMIf11 a91 AT \ UONII OMILUE OW SHEARWALL INTERSECTION 6 AT SEND INLD WINS) i FRAMING REQUIREMENTS SC&E' 1/4•-''-0' TmHt SGIIOC \� AIIAILW M IILODII ffAM - (}�\ SEE w M PLANS 91PS1 H PLANS />� FNIENDED DAP m10 PPP LRAM 7 IN SCREWED HOLD -DOWN ANCHOR AT WOOD BEA M o )rr © o 1 i I I 'I Art SRO PFR %M MNL 5000E SAID 0.R Pl/N - SILL PLATE �j e ZOE 3/0 - I.-r `- a �I I e p M `-AWKO BMT p STA4VIED p 514 ®0 PER PW ❑ a RR SCEDAIE AT 40MTS AT Su 114IF5: I. FM HELLS NOT NOTED, SEE RNIS 0 D EM 111411 SEDGE OPTE FASIDDD N9E OFL16 2 0.11000 PANES SINE ff FILL SUE NEW P05SIRE PANEL SEEMS SAIL SE R.W AND FLA1E FASIDMC BE CAR PION 4d (400 FOR PAIRS T4ffp THAI a FT) SEEMS AND 4]00E TIPNYL SEE NOTE 1111.00-1 SAL HAVE A IeUN WIN O Ir. _ S "N"N” (M) SMALL ff MiN1ID RR SEAR NLL mEllEE A e e A RLOA00 N SOD 9DOOD AT iOQaTOK ALTS (HERE OCOIS) TYPICAL SHEARWALL FRAMING REQUIREMENT 8 I'M HOD DOW 1IILRNLY HERE cur, 1/r _ ,•.d 10N wo Nro POST OL NOT 6Fgf NOD OON6 Wi 115E MINO15 N l0 6ILOm 4TE1R - I PLAN: SHEARWALL INTERSECTION 7 a� r EG fRDD 4u MG WITH HOLD -DOWNS YNE 1 /v -r4 SIIIPP, 191 PIINJ �NL h FIRM AS6 ffI1NL Ole' pG 1IR.1L TO' MINE mo r41 IWT! W, PEA PVN L OOH[ SLID 4� EEAM M AST p_ EO Fll ROM 9EA110D FBIFLIOI/S1RIT. SCEWE �� D.1 sDEDtIE srALETEn ETIGE xas . SUMP, PER SEWE3 .II I ' 111 I H II\ I I H r OOHL TCP MTE b iLOM A615 3 O1HE s m O l6' n[ nw-q '". OL RN6 - L STUD "ALL COLLECTOR STRAP DETAIL /n i I I1%r E9 OM SHEAIiCD EN S3 BLOCK51 91� \\ .� _ SOTA91 ROOT AST 1 i I I 'I Art SRO PFR %M MNL 5000E SAID 0.R Pl/N - SILL PLATE �j e ZOE 3/0 - I.-r `- a �I I e p M `-AWKO BMT p STA4VIED p 514 ®0 PER PW ❑ a RR SCEDAIE AT 40MTS AT Su 114IF5: I. FM HELLS NOT NOTED, SEE RNIS 0 D EM 111411 SEDGE OPTE FASIDDD N9E OFL16 2 0.11000 PANES SINE ff FILL SUE NEW P05SIRE PANEL SEEMS SAIL SE R.W AND FLA1E FASIDMC BE CAR PION 4d (400 FOR PAIRS T4ffp THAI a FT) SEEMS AND 4]00E TIPNYL SEE NOTE 1111.00-1 SAL HAVE A IeUN WIN O Ir. _ S "N"N” (M) SMALL ff MiN1ID RR SEAR NLL mEllEE A e e A RLOA00 N SOD 9DOOD AT iOQaTOK ALTS (HERE OCOIS) TYPICAL SHEARWALL FRAMING REQUIREMENT 8 I'M HOD DOW 1IILRNLY HERE cur, 1/r _ ,•.d 10N wo Nro POST OL NOT 6Fgf NOD OON6 Wi 115E MINO15 N l0 6ILOm 4TE1R - I PLAN: SHEARWALL INTERSECTION 7 a� r EG fRDD 4u MG WITH HOLD -DOWNS YNE 1 /v -r4 SIIIPP, 191 PIINJ �NL h FIRM AS6 ffI1NL Ole' pG 1IR.1L TO' MINE mo r41 IWT! W, PEA PVN L OOH[ SLID 4� EEAM M AST p_ EO Fll ROM 9EA110D FBIFLIOI/S1RIT. SCEWE tSR PVN I D.1 sDEDtIE srALETEn ETIGE xas . SUMP, PER SEWE3 b RSL a" SD Ill oc" OOHL TCP MTE b iLOM A615 3 O1HE s m O l6' n[ nw-q '". OL RN6 - L STUD "ALL COLLECTOR STRAP DETAIL ' r j� SCALE S /4' - V -0- I0 SEAR R.Y IEIE OWS PANEL AR ♦ SHE AAO 4Ewew1 SCEWE SGS10 EDGE NASS D.1 sDEDtIE srALETEn ETIGE xas pro 1tlDOM I --� : � `• \. \ . ' , RAN FTN 5[ff r r \ \ \\4\ 1J 1 ' + ` D F6F - RAN TOT 92E - SEE ARO/IECf y�(iY\' � *v,�\ . /11 I. ELIE DE10- RED! ffNGE. PER P M ' r j� '� \ 1 �/ E9 OM SHEAIiCD EN S3 BLOCK51 91� \\ .� _ SOTA91 ROOT AST M &DOUG. 1 p flD0( P.TDF. w 6 n es souls' a a &NIO 191 ASf 1\ ' SOIlSX nm AST 9DDt NgETE - r2 02 FADpOC • COgFR FOSDATAT i H • P.TDE. IILOSIL ®ANGcN_— 0.P SePS&1 . y. ffamoTls SCREWED HOLD -DOWN ANCHOR AT SHEARWALL ENDS �1 INTO NEW CONCRETE FOOTING S`AL" /` -'•'0• Nc. S3019 C'p 3-,I -2007 p RCN o C m� Sm d 10U F m � L m ~ �N 9EM P T HERE 00116 PAIR AFT SBINS AID SEVIW1 SCEWE SGS10 EDGE NASS DpOropy°�4E FM SE I. ELIE ' r j� E9 _ xER PA m I�MDO^NI \ \ fi HM M ma t\ % PLAM 1" \'/ 9G11M0 1 p w 6 n es souls' a a &NIO 191 ASf 1\ ' SOIlSX nm AST 9DDt 02 FADpOC -- -- -- .� . ESMG NDSI1 CDOI E y f . L ' �FS9K MiCOSTING y( ' FOUNDATION b9I ,_• . S I DISO6 ofMETE i0.RDAl1O1 G _O E PER 9TNSI�ID REONQ)OIIS . , .� ) ? tIMEIOD AD) RA 91PXN NO - = G 0 RE710ElM EMFY N NOE J K MJ SCREWED HOLD -DOWN ANCHOR AT SHEARWALL ENDS o INTO EXISTING CONCRETE FOOTING SGE S/` ' -0 2 y 06 -0140 SO.2 I I I i I j I `I. r i FOUNDATION NOTES: FRAMING NOTES: ,. VO7AlE$ ME1 wlDUOR ,. _= IacAai 4� ENTs z ___ IDCAEi F�IDC EATu 2 — _ ID7AlE2 EI�9G FOINaAD01 a 4F sm %I FOR lEUr MAIIIC ff ANXI)m E '•_ IDGOES DISK FOIDANON TO ff OEOED A. STE mu S10 FOR SWJLpB SrtaGDa6 i SEAM ALL ff`1 E1QEom `1AD! � 1/7• COI PRY. IIAE OM M O r OL r ➢a3 NO Ii ac 1`110, Ux[a[i-P�ER MOTE i l0'AIFS IE`1 RE Y at/II ffAY fulMil01 IdFAiFS OLL IE11CM "m USED M aVAlAID6 N E I Ti M SEAS Elll MV FASIEI K ss SHIU -E ON D¢T SU `1 IIEA 6 YOI IL6 ➢RAM 1 "T 1ff 1lROi1001 IMAM WAR WLS A01 SPFOII wily REO4001i AREA PER IBC SQmI !]OiT WOODS SIYIE ff SEE SOEDUa a 9`1ER 9li FRUW, D lIN Inx IESI ml 1 /1• NA=N OFNG A. a Omas AND - TYICN A. Ir103� I N Ai 1 HOLD AT A �� IIL IRpD000 AT A OOHt a)FOER A31 coo SAD AND JbR Olf WI IMS 10' RA1E 4Vq SLID al iK OERF S11B SEE m4 O NO / 1 \ F1 iT:' HODOM NO 1(IIDI FOAINO RTNS At MlMIOI 6 ®IOCAlE3 SIPSOI COIO:IIX SOAP SQ 'O Ulta O I 2 20 ,- ©- �- ®sE ffTU E si �5[E ffr4® j • A a I m DSIIO hS FLOOR D E1 DOSNG-(2}2, O IE as iri1G1 Wla WW (T�L4 OSING_( �SFE OT4� � 7 ' •- oueE 1675 a Toxi L S anooc . AeDE TYACLL lua —�' _I i II �� H I DPSIC98aaDE DOAU , -Gw�sE xru� allm ®sE ! /A• Tl FLY `1/- 1 INei 0a= NO 10• as FM I RI I I I ! ! IF =1 ®sc aT4� I I 60- 4 I SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS AND WALL LAYOUT. DO NOT SCALE THE STRUCTURAL DRAWINGS. D U Q U E T T E I �O — � 1lsarrn Txsm srlaET,Am nooP TuAM losE.c4saRRRU n,u DZIN ORAU MAN - FACZ O : AOIN.MDINIA s - .- > _ 127,17 aua KAN -VA, 1020 ntlp� - 4+ Q r - DEP um E�nc wa xmn s®! D DINYAM O i F)>OFIDC ! FEET TOTA11Y REOOE A M PCOJ1 .1 � I I b , S� ,�, IETANNC [.11 Ni FAAYAD06 WST COPOM ro A PIFJHE OW AND CN-OSW I n IEUW1OM CWTACR CAIEUMA DEPARDEAT 6 OTOPAIDUL SYEO N SW;g NO I V (DO" FOR WMAI al AM IEMIED PERM DOSES f+o. Y71 -zWr Y` — 1014 CiiQ: (so) 11~`111, AIDm may@® y�(y� - YmM woff m ryan � ✓T s�p��' �.T �P� DWT � ff m � x. FElswn a wen ma, D®E �' c E1051NC 7!•J Y -0_ IGI OF RETAINING M1 - 1 G \\• RETANIO ra _ L1 IX 01L OaOEfl1 010�PRPA�H) THE M'40' D0 Di x PRO.Q A ROD RIM ON WOG) OMI s STATE DE FMlOM I L m OEOMO PA) `1A! PREPARED ND CONPAM N AOMMAIQ t fM IRE S w ND SFLmn LOWER LEVEL FOUNDATION PLAN 2 DE ® FVIIDAmw AD/OR PER EONYAIDx DO M AND IYOTU WHO" AND ORVOM OF APPIYAOFj s AKWY OXORN a _ m AE SLL REPORT AND APFROlED PU DO ro OR0. l,SEDN FOI PR PARO) Q SIRIBAINE DE 0[O1FOMfM WX A OR Olt EM7EDi C r OMIZ IRE Sm IAWTAK1aM SINL AND A F11A! BPOIT SRAIMC A O/ 1Y C PAD. FOIpf AP RON OIAOf .� AND ASSOOAIED SIZE IOII SIBSTAYONIY COEOINI m MAPNNED ® O PVES. TX ANKI OI; AID INPESDa11gl •!1L IETN WG Y PASIDOO, COr1EC WT-OFa DWA OL FE O CIXWCR uM PBSSI/E iPFAIfD W®1 NAT ff ROT-0IPm G.LYN® OR OIIEIE AHPOED nWMS01 IF56TARI wiF10I1. ARD41 eai AEO HQ3FOUM AIOI06 m ff SET NO P1H110®N PRAO Y I AF ro uu�c Fm wwml IN®ESIVE / :. ww 12 I - -- WW SEE 0174 u '! T O nos s¢ ffTU 'T j e I u l 1 -1/C• TI PLY `1/ l u• f of c 47 11 xo FICIOI AmTS a Il• ac r ' I � - -- -- - -, - ._xDOiliDies � xmmt- mmvsEffr4 A I ' ` j wICLL 1fA . 1D1 C PRO SINE ffl4 1! . l x i RTE Rnu 13 OET W s..... 1 I I ODOtl-SDS7S 4 1: - a� — m Z m m PER SNIPSON 2. ci CD =Ni OIO � � QIrs I i I S<ROILiY1 muD"em SEE DETAIL a slAOINauE PERD>41O0i 11Di SE 0174 17 I! EMF01O SAS t(IX RADIANT IEAT g i PIDS SEf 0174® fi �; g ,j l � ii' = e•�� %E MT& ° _'`l_ ��i I ®sE MAIL u I � . ® z .o.o J a �Ijij J = S 1-M 06 -0140 ® MAIN FOUNDATION /FIRST FLOOR FRAMING PLAN ` IlA . fC S1.01 - INNEETA Oi ID ,.{allm PEA i1P501 �// 3�4NT wumons 2 z.o as FtOEN 1794 a If ac >' I uxa sz.o I"" HIL 3 .- > _ 127,17 aua KAN -VA, 1020 ntlp� - 4+ Q r - DEP um E�nc wa xmn s®! D DINYAM O i F)>OFIDC ! FEET TOTA11Y REOOE A M PCOJ1 .1 � I I b , S� ,�, IETANNC [.11 Ni FAAYAD06 WST COPOM ro A PIFJHE OW AND CN-OSW I n IEUW1OM CWTACR CAIEUMA DEPARDEAT 6 OTOPAIDUL SYEO N SW;g NO I V (DO" FOR WMAI al AM IEMIED PERM DOSES f+o. Y71 -zWr Y` — 1014 CiiQ: (so) 11~`111, AIDm may@® y�(y� - YmM woff m ryan � ✓T s�p��' �.T �P� DWT � ff m � x. FElswn a wen ma, D®E �' c E1051NC 7!•J Y -0_ IGI OF RETAINING M1 - 1 G \\• RETANIO ra _ L1 IX 01L OaOEfl1 010�PRPA�H) THE M'40' D0 Di x PRO.Q A ROD RIM ON WOG) OMI s STATE DE FMlOM I L m OEOMO PA) `1A! PREPARED ND CONPAM N AOMMAIQ t fM IRE S w ND SFLmn LOWER LEVEL FOUNDATION PLAN 2 DE ® FVIIDAmw AD/OR PER EONYAIDx DO M AND IYOTU WHO" AND ORVOM OF APPIYAOFj s AKWY OXORN a _ m AE SLL REPORT AND APFROlED PU DO ro OR0. l,SEDN FOI PR PARO) Q SIRIBAINE DE 0[O1FOMfM WX A OR Olt EM7EDi C r OMIZ IRE Sm IAWTAK1aM SINL AND A F11A! BPOIT SRAIMC A O/ 1Y C PAD. FOIpf AP RON OIAOf .� AND ASSOOAIED SIZE IOII SIBSTAYONIY COEOINI m MAPNNED ® O PVES. TX ANKI OI; AID INPESDa11gl •!1L IETN WG Y PASIDOO, COr1EC WT-OFa DWA OL FE O CIXWCR uM PBSSI/E iPFAIfD W®1 NAT ff ROT-0IPm G.LYN® OR OIIEIE AHPOED nWMS01 IF56TARI wiF10I1. ARD41 eai AEO HQ3FOUM AIOI06 m ff SET NO P1H110®N PRAO Y I AF ro uu�c Fm wwml IN®ESIVE / :. ww 12 I - -- WW SEE 0174 u '! T O nos s¢ ffTU 'T j e I u l 1 -1/C• TI PLY `1/ l u• f of c 47 11 xo FICIOI AmTS a Il• ac r ' I � - -- -- - -, - ._xDOiliDies � xmmt- mmvsEffr4 A I ' ` j wICLL 1fA . 1D1 C PRO SINE ffl4 1! . l x i RTE Rnu 13 OET W s..... 1 I I ODOtl-SDS7S 4 1: - a� — m Z m m PER SNIPSON 2. ci CD =Ni OIO � � QIrs I i I S<ROILiY1 muD"em SEE DETAIL a slAOINauE PERD>41O0i 11Di SE 0174 17 I! EMF01O SAS t(IX RADIANT IEAT g i PIDS SEf 0174® fi �; g ,j l � ii' = e•�� %E MT& ° _'`l_ ��i I ®sE MAIL u I � . ® z .o.o J a �Ijij J = S 1-M 06 -0140 ® MAIN FOUNDATION /FIRST FLOOR FRAMING PLAN ` IlA . fC S1.01 - INNEETA Oi ID ,.{allm PEA i1P501 �// 3�4NT wumons 2 z.o as FtOEN 1794 a If ac >' I uxa sz.o I"" HIL 3 1 I I 1 1 J - ' `! o- V 0 Q ® O I I I I � CEILING FRAMING PLAN ipr I 2�2 W u I G SEE ARCHITECTURAL DRAWINGS FOR ALL�� DIMENSIONS, ELEVATIONS AND WALL LAYOUT. I DO NOT SCALE THE STRUCTURAL DRAWINGS. D U Q U E T T Ei E H a I M E E 11 1 N al - ,e taoaLm 3Ti�El,fN FlD01f 7E>: FAtOnACE: :OAfIDii YIFDSRE: Goprmwip.ova I I I �s m� I PRof1E y W C m° No. 53019 z 3 -_1 -2007 � I IRCf,+A�p .Tn I/ F 9P91 U -ill{ XNIQ7S 11➢Gt UJW Of CF��F - — � /�\\ t °Ar Le FRAMING NOTES: CEILING FRAMING PLAN ipr I 2�2 W u I G do �s m� W C m° F m 0rn t °Ar Le FRAMING NOTES: P PMTES 2 __ __ _ eDC11F3 F]ISIMO BALLS S >� N 1 sE 9w RI ECIi IOpLY NAll1C REaItUIXR d ° s 4. sF sW Sn0 M SIICCUM SfCFrAIMS u eS �r : A YN. BiEIN i tme E]If Wo O lIr t aLL c R0. w o r at q Ll xQ E s A i e. sE Sim 512 I'm svmu ei4mA.i1011 AID SELIW MS g S 7. sE ORAtS (Z. 31 .AID Qo - 11H'1L a C SIID AID MT n110U7 1LIS W R M SNq AID IFJLFIi iiVYpe: MT `f 10 U' ' 6 �. LLILa j 8 � k�k e 06.0140 S1.1 &IFFY S OF 10 1, -.I I f I i i I i i i i i i . i 1 I , I 0 O O ® ROOF FRAMING PLAN Sru r. 1/4' • 1' -W V V Eq. 3-31-2007 / � o i <IN _ SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS AND WALL LAYOUT. DO NOT SCALE THE STRUCTURAL DRAWINGS. D U Q U E T T E E N O I N E E M I N O OO I +o srJlrnl nmm c1>ffEr. un nooa url mE,wraawA ntu mr »arm: aawmu FACdWIF: �I91DI1° 1YEBSffE ny.m.n.eam ® ROOF FRAMING PLAN Sru r. 1/4' • 1' -W V V Eq. 3-31-2007 / � o i <IN _ mo >� m� m m hL- eO1, 1 e <zry FRAMING NOTES: saw e g 2 ______ °E MS DWW W15 Ma 1 SEE 9EEr ml ra WILY xAEN° FEZ m 4. SM SW 'AO FOR MXANx 9WrAID6 Q g I a 9E.IM ALL Nn DIM "is NTH 1/i MX FLY. N.LL sM E . w N r as mfi3 ,vo it ac. MA uxa m N°1E L 0 - E TES NVL WCM (FEEL) M N CHREA11aS ? pp lD [ EOA'A1ES SxEU1 E9 FNIE rASElNK. I� sc soEnEl a sEEr saz N G W SEE SOEW a Es¢r D�.vcull xllwc w9�1E)!ts m o06 E a °. mm (b, °).- a)-- sw wo,m, aitart 1x115 ifP nA¢ sna>; . -0140 M IE/M FRN MTAM - s ®wunc sNrsv mane srvrr s2 10 S1.2 . uNn NNEET.OF 10 O YF RiAL tl I 6 SEE WAIL II I: I 6 � A IJI I DIME EF'mr TS ro� I I I I rtR E1blK 9Ae a mAU ' I II i 1 I ; I — - - - -- 0— �52 ¢TAO �; -_- � " - -- - � - ..®'g DETAIL , J t. GARAGE FOUNDATION PLAN qusvu: 1/4* . I'-r ROOF 9EATIOS ROOF 9E a ROOF RAFTER NMI PW PIAI1 RR RAIL b 94D HDO7,G7 b m l O O i ® GARAGE CEILING FRAMING PLAN SFA E, Vr - I•-r MOF \ I I b1 PAT 9rlgiCE 0 0 at./ (2 )-IEC b ROOF RAI TEA. E9H Do FFA RAM skvs3l L'S a II• ac al.mms o 1e• ac RT 9ERE oaAa b SEIO eloonm SEE RM6 NO 51EARWL RAIE FASIFIOG \EAE 4 fEA9R PER PEAV SOm9F �a CEIMG JETS fFR RIA (� OWPS SfE RAY NO SEAR PLY e6RE OmE6 —I ► RATE FASIETIm 9EWE m RAILS AW 9mAW1 I/ SOmUE a SIIAS e,S• O.n RAZE fAS'RI01C Ale OFJ]Sts S RAZE FAST PIAM NO EA9IC SOEWf EXTERIOR SHEARWALL TO ROOF FRAMING ' SECTION AT DOG RUN 2 EXTERIOR SHEARWALL TO ROOF FRAMING 3 CEILING JOISTS PERPENDICULAR TO WALL 3/1•°I'r w 3/1 •,o CEILING JOISTS PERPENDICULAR TO WALL M MR EEA01 SEAR SEE Pl sm EXTERIOR SHEARWALL TO ROOF FRAMING . 4 SCNF 31r - I'-r ®QMTfILO FE/Y. PFA PIAX a Ima 9AI1 ENAf onm RAFEA� rROU 9FAnom RD3 9[AO0s -� 1 MEN b M6 b MaF RAFIFPIS RNTElm RA PLAN PET, RAA SLV301 0@,O IVAmA SECTION AT RIDGE BEAM CONNECTION �1 "E. E$lIG a sws . Ir nc Stw Rr eFx 1mn s/s• . AImm1 e9TS Mro a r5A6 A10 srukE r oEEA lmE o 9A1TJC Rx >omxE RAN 9� 1E.L➢f.IkD4l ileeli 9M 3� OQ 5a: RAYS - F]RS9C OgEE 5a! PO IK SECTION AT EXISTING GARAGE FOOTING 6 R 6u 3 Ll v -- SEE ARCHITECTURAL DRAWINGS FOR ALL T s I asauP FASI01 ro/ I n DIMENSIONS, ELEVATIONS AND WALL LAYOUT.��� i er AND 1. DO NOT SCALE THE STRUCTURAL DRAWINGS. D U Q U E T T E E N O I N E E R I N O O O 1 ATIn F}IIOF' © - ,O SOOD STREET,1 FL00R J03L CW111 1 F [ j ,51.3 Y "a SEE RiA/® N F k I TRERIOME: 1OA%11W FACSWLE: MAf1DeW fYEBLTE: .Wq�.symn R 6u 3 Ll v -- FA OWL M R F/ (2) IN Elm NAIL EAOI RAFRR FM� Sim FALL sours ONL sm'" sm WALL r 101. As REaILEO M9 1/r , s• FA3TOFIS XN 51R9s ONL I / P 5135) I_ � /EJmTOIC GIERNE s,Je I I — F)ISIMC FONOAXN I SINGLE GARAGE PORTAL AT EXISTING FOUNDATION JOISTS PERPENDICULAR TO WALL SCALE: 3/1• • 1•-0P No. S3W9 E.. 7 -7i -2107 O �o v c� ACA A y� m eU H mw d p ... 2 ±V e 5g ogmgog J=6 EP�n f i 3 x °O 17 sz�Q .I o� .Ie � U C O W W W W e u5 ¢omoo 06-0140 S1.3 sREer E of 1R . I asauP FASI01 ro/ I n — - -- I�Te. �� -r- i er AND 1. Ir at FFIa I i ti I 1 snmr ro I -- ft-18 -- - -- - - - -' - J 1. MCATES Lx31N'G I'MAIm1 L M9GIES Nm OAJIS -_ — J L — 3 EE 9E1 541 FO M 0OY NAIS C AEU 1mEY a -- 1`Z"'3�f ®Ai iDSW110N . 'S 91EAM ALL EI WLS OEl I/C mx IOL a1 e 1'04. ECQS A10 If ac. R9a, uxa IfA 1mF a' APO PER - N9GIET WL IDICM (FEES 16ED M fALOSA111M I II . •. -^ L T___ N RTES 9w ONLS 9M 9EOK kAmm IE910FImllt SEE 060 m 9FET Sal . IT T. SEE OETALS xl , �. AID (4- ITF,WI - SRO Nm JOW 0JMM L&M U PLATE 9= (2Q A,T�91Txpli _ L ® MOCATES 91PSxi M== MAP SEE F-A r A A h • I I� - -- - � II ES r---�� fl I r.... ._ h- 1I � r i1sTIEw FASTd ro 900010 ■ 101 I r — s� _ I - I FA OWL M R F/ (2) IN Elm NAIL EAOI RAFRR FM� Sim FALL sours ONL sm'" sm WALL r 101. As REaILEO M9 1/r , s• FA3TOFIS XN 51R9s ONL I / P 5135) I_ � /EJmTOIC GIERNE s,Je I I — F)ISIMC FONOAXN I SINGLE GARAGE PORTAL AT EXISTING FOUNDATION JOISTS PERPENDICULAR TO WALL SCALE: 3/1• • 1•-0P No. S3W9 E.. 7 -7i -2107 O �o v c� ACA A y� m eU H mw d p ... 2 ±V e 5g ogmgog J=6 EP�n f i 3 x °O 17 sz�Q .I o� .Ie � U C O W W W W e u5 ¢omoo 06-0140 S1.3 sREer E of 1R ,/2•.mx rtr er AND 1. Ir at FFIa O GARAGE ROOF FRAMING PLAN zJUE: V1' - r-r FOUNDATION NOTES: FRAMING NOTES: 1. MCATES Lx31N'G I'MAIm1 L M9GIES Nm OAJIS O9GTf5 ElmK VlIS 2 K I90ATES 11=116 AT FOIMCATSE LOCATE ALL .9E IAlDOM6 AT A 04 LOOFA 3 EE 9E1 541 FO M 0OY NAIS C AEU 1mEY a TRO W 11E �E50IC KM�. �1D QfPIE SN0. 1. WE 9EEr Sao - 59UL 1 3 ECIWAOOPM - SFE RiAI �,� Alm / 3 \ f1A Tf➢N'11 IInpON 1`Z"'3�f ®Ai iDSW110N . 'S 91EAM ALL EI WLS OEl I/C mx IOL a1 e 1'04. ECQS A10 If ac. R9a, uxa IfA 1mF a' APO PER - N9GIET WL IDICM (FEES 16ED M fALOSA111M LS [ ONE RATE fASlElelf .. =IS SEE IJ.E : . 1 >EE SOE91E p SIFET Sat . •. -^ L T___ N RTES 9w ONLS 9M 9EOK kAmm IE910FImllt SEE 060 m 9FET Sal . T. SEE OETALS xl , �. AID (4- ITF,WI - SRO Nm JOW 0JMM L&M U PLATE 9= Nm !FACER iRA1er DETAILS _ _ L ® MOCATES 91PSxi M== MAP SEE FA OWL M R F/ (2) IN Elm NAIL EAOI RAFRR FM� Sim FALL sours ONL sm'" sm WALL r 101. 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I ° ._ i _EJTSnc maETE sTNP Ewuc SECTION AT EXTERIOR SHEARWALL w/ % PERPENDICULAR FLOOR JOISTS- 3 /r-,- �_' 9Eµ RT \FIE OCaIS PAIFL J■rT- SIE,A109E _\ SaFANF - SIA031iD EOQ FNaY M IInF ' THREADED ROD HOLD -DOWN AT S INTO EXISTING CONCRETE FOOTING 0.- 447 ,1 1 D U 0 U E T T E E N O N E E N I N a 9Eµ PLY ■F7s aaN6 -yI�) EIEiJD a SI105 0 16' at 166aurN THIRD iigEET. MI RDOR SFF RNB AJD 9f/RWL V 1A61 JOSE aAtl A0 13 9alDl[ 9D 9Da1C a nDml e/ J/K.. r FM TEEEPM : fOF.WADiMN 1Qe: VA SDi10 Ir nt 1/Y.. If AMaai BnE FJCSIILLF: AOIDp10 f . ]/IJ' MA 0 Ar QC YfEf15lIE: �W� Tmaa uxa �E7EIJ4 a KOOR JETS, KN KA71 E1E8D AM 9fAml6 L IFili[ NNlml DI ' \ `DE1MC a 9DneF'A7 OIdEA • I FJEDD J. 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TPA.MTNfC . ruEu ns l , — Esxc IETAD eA11 It AA's r . 3nr KATE 9 m sKw wR 2 'r0KJ5A1F N . T rFIX rT TRIE IJ V P, *4a at 7TPEAL uxa SECTION AT EXTERIOR SHEARWALL w $ . SHEARWALL W SLAB AT EXISTING FOOTING,/9 EXISTING RETAINING WALL 1 O EXISTING RETAINING WALL 1 EXISTING .RETAINING WALL 1 2 PARALLEL FLOOR JOISTS cur. J/e .I-0 v'F. J/A -I-0 JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL JOISTS PARALLEL TO WALL-3/1 c1 r. 3/4• - V-e SCAIE 5 /J• - I'd a SBDS 0's, at 9Eµ RY ■FA amFS 56'.. tY AS'S ■/ 9E RAMS AD 9EAMeN �Y . Y . 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Y191 rDSro1c mADE— . M xNS SOOL F s/r.. IY Aa3 E/ 2. r . J/IQ• Mh O�� ST W KATE FISTEAM 95FAJf� FIDnI 9RA➢OC 11 -1/r TJ RDm JETS Da■c o7A¢ 0 4Y at TR AE uxa PEA I� ■ . b P.W. Mm DEM a A= JETS X PIµ m 3Ar KATE 2, . T. e .r at TfITAL uxa 447 ,1 1 D U 0 U E T T E E N O N E E N I N a 9Eµ PLY ■F7s aaN6 -yI�) EIEiJD a SI105 0 16' at 166aurN THIRD iigEET. MI RDOR SFF RNB AJD 9f/RWL V 1A61 JOSE aAtl A0 13 9alDl[ 9D 9Da1C a nDml e/ J/K.. r FM TEEEPM : fOF.WADiMN 1Qe: VA SDi10 Ir nt 1/Y.. If AMaai BnE FJCSIILLF: AOIDp10 f . ]/IJ' MA 0 Ar QC YfEf15lIE: �W� Tmaa uxa �E7EIJ4 a KOOR JETS, KN KA71 E1E8D AM 9fAml6 L IFili[ NNlml DI ' \ `DE1MC a 9DneF'A7 OIdEA • I FJEDD J. RDm 96.Y, '�- Ipl RNI w i `E]a8K WL41E SIIR FDOIEIC `4E H NA IEIEG `gF ! --1 FOI IDIET - � n `9E l = "� fnl IpiF3 A9i 9q/1 EXTERIOR GRADE BEAM SECTION SECTION SECTION JOISTS PARALLEL TO WALL' O1 JH' -I'-a 3 vur.J /.• -T-r 5 YJrF3 /r•1' -a' 6 JL- V i - F7Emc a sofa 0 I6' o.c ETa1JC a snAE o le' at _ i E7E■D a FlOnt JETS, FETE PEµ a 8IDa1O 5Kµ 0.T ■FH OOp % -yj�y 9Eµ 0.T ■as Oa]16 - �m Rm! 9FA110L m RN8 AID 9Eµ001 V //�E�IEIG TIM 9EATI SFE RN6 AAD 9E —,>,1 ' (� F]iwm a STDJ 0 tr at FJ61NC a SMS 0 Ir at / _ _; 9Eµ RY ■E)s OrdRS --y ) 9(µ RT ■DIE OD]NS -�) SpE11LLE / E - FJ751NO Y P.TAF. 1xm SFE Rµ5 AM) 9Eµ001 V YE KHFS ND 9FNFLVI EAIW RWf 9fA1HIC FN 1/ Iri 5 ;� de0111E FIOSIED w K7A1 �R KR A.W SOE➢nL � / "�- ^ -�/`�� �, J � I D65TMG sAe stmt oaTJD w RDfA JEIS. KR KAe i 9E PIAM � -mstuc Flom 9unou ' �`�-FxSlElt J. r Tm. ■D91 - -- - DatEC I/fF . If A a eaa —T i a ^a / r . r . J/fe• KATE e+s' ac / - .. ti� _ '.�� �i KR Rut TTITAL Iota i I DETeD J. P.rar. IED9 1 - EF]IEEIrNaO c r K. TPA.MTNfC . ruEu ns l , — Esxc IETAD eA11 It AA's r . 3nr KATE 9 m sKw wR 2 'r0KJ5A1F N . T rFIX rT TRIE IJ V P, *4a at 7TPEAL uxa SECTION AT EXTERIOR SHEARWALL w $ . SHEARWALL W SLAB AT EXISTING FOOTING,/9 EXISTING RETAINING WALL 1 O EXISTING RETAINING WALL 1 EXISTING .RETAINING WALL 1 2 PARALLEL FLOOR JOISTS cur. J/e .I-0 v'F. J/A -I-0 JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL JOISTS PARALLEL TO WALL-3/1 c1 r. 3/4• - V-e SCAIE 5 /J• - I'd a SBDS 0's, at 9Eµ RY ■FA amFS 56'.. tY AS'S ■/ 9E RAMS AD 9EAMeN �Y . Y . 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