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HomeMy WebLinkAbout11/08/2016 PC AgendaPLANNING November 8, 201 11 7:00 P.M. South Coast Air Quality Management District Auditorium 21865 Copley Drive Diamond Bar, CA 91765 Chairperson Vice Chairperson Commissioner Commissioner Commissioner Jennifer "Fred" Mahike Raymond Wolfe Naila Barias Frank Farago Ken Mok Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title /I of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation (s) in order to Communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. Please refrain from smoking, eating or Isle uILY Ul Ultilfluilu LDCII UOU0 I vtYL,1UU drinking in the Windmill Community Room paper and encourages you to do the same City »fDiamond Bar p|BOD'Og COOlD8'SS'OO MEETING RULES PUBLIC INPUT The meetings Ofthe Diamond Bar Planning Commission are open b]the public. Amember Cfthe public may address the Commission VDthe subject Ofone ormore agenda items and/or other items Vfwhich are within the SUhi8Ct matter jurisdiction of the Diamond Bar P|8ODiDg Commission. A request to address the (�O[D 'iG8iOD should be submitted in writing at the public he8hOg, to the Secretary of the CODlnniSSioO. AS 8 general [U|8. the opportunity for public ConlDleDtS will take place at the discretion of the Chair. HOVveVe[. in order to facilitate the meeting, persons who are iOt8[9gtOd parties for an item may be requested to give their pFeS8Ot8t)OO atthe time the item is called on the c8|8Oda[ The Chair may limit individual public input to five DliDUteS on any item; or the Chair may limit the total 8DloUDt of time allocated for public testimony based on the number of people requesting to speak and the bUSiDeeS Of the {}ODl[niSSiVn. Individuals are requested to conduct themselves in a professional and businesslike [DaDOe[. C0[nDleOtS and questions are welcome so that all points of view are considered prior to the CODlDlisSiOO [O@hiOg FeCOnnDl8Dd8tioDS to the staff and City Council. In accordance with State L8VV (Brown Act), all matters to be acted OD by the COrDOOiSSiOO must be posted at least 72 hours prior to the Commission meeting. In case Of emergency or when 2 subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act On item that is not OD the posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the Community O8V8!opDleDt Department. Agendas are GV8i|@b|8 72 hOU[S prior to the meeting at City Hall and the public |ib[8[V. and may be accessed by pe[sOD@| computer 8tthe CVOt@Ct iDfOrDl8tinO below. Every meeting Of the P|@DOiDg CODlOniSSiOD is recorded and duplicate recordings are 8VGi|8b|e for @ nominal charge. ADA REQUIREMENTS A cordless microphone is available for those persons with mobility impairments who cannot access the public speaking 8[e8i The service of the Q]nd|e8s microphone and sign l8DgUgg8 \Dt8[p[et8[ services are available bygiving notice @tleast three business days iDadvance Ofthe meeting. Please telephone (909) 839-7030 between 7:3O8.n0. and 5:30 p.m., Monday through Thursday, and 7:308.00. and 4:3Op.0..Friday. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the CODlnniSSinO, CDS of Meetings (SOS) 830-7030 Email: CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, November 8, 2016 CALL TO ORDER: 7:00 p.m. PLEDGE OF ALLEGIANCE: Next Resolution No. 2016-27 1. ROLL CALL: COMMISSIONERS: Naila Barlas, Frank Farago, Ken Mok, Vice Chairperson Raymond Wolfe, Chairperson Jennifer "Fred" Mahlke 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker Card for the recording Secretary (completion of this form is voluntary). There is a five-minute maximum time limit when addressing the Planning Commission. 3. APPROVAL OF AGENDA: Chairperson 4. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: October 11, 2016 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 Development Review No. PL2016-123 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owners are requesting Development Review approval to construct a 510 square -foot second floor addition and 50 square -foot garage addition to an existing 1,772 square -foot, two- story residence with a 429 square -foot garage on a 0.28 gross acre (12,250 gross square -foot) lot. The subject property is zoned Low Medium Residential (RLM) with an underlying General Plan land use designation of Low Density Residential. Project Address: 1619 Bronze Knoll Road Diamond Bar, CA 91765 PAGE 2 PLANNING COMMISSION AGENDA Property Owner: Steven Tsao and Jessica Wang 1619 Bronze Knoll Road Diamond Bar, CA 91765 Applicant: Michael Wang 2636 Corralitas Drive Los Angeles, CA 90039 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15301 (e)(1) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review No. PL2016-123, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 7.2 Development Review No. PL2015-19 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner are requesting Development Review approval to construct a 9,497 square -foot single-family residence with 1,117 square feet of garage area, and 6,992 square feet of patio/balcony area on a 2.62 gross acre (114,158 gross square -foot) lot. The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. Project Address: 22105 Rim Fire Lane Diamond Bar, CA 91765 Property Owner: Rim Fire Lane LLC 15647 Village Drive Victorville, CA 92394 Applicant: Douglas Andresen 17087 Orange Way Fontana, CA 92335 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. 91 a PAGE 3 PLANNING COMMISSION AGENDA Recommendation: Staff recommends that the Planning Commission approve Development Review No. PI -2015-19, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. PLANNING COMMISSION COMMENTS I INFORMATIONAL ITEMS: STAFF COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future project 10. SCHEDULE OF FUTURE EVENTS: GENERAL PLAN UPDATE COMMUNITY WORKSHOP: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: VETERAN'S DAY HOLIDAY: CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: , THANKSGIVING HOLIDAY: Wednesday, November 9, 2016, 6:30 pm Diamond Bar Center, Grand View Ballroom, 1600 Grand Avenue Thursday, November 10, 2016, 7:00 pm Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Friday, November 11, 2016 - In observance of Veteran's Day, City offices will be closed. City offices will re -open on Monday, November 14, 2016. Tuesday, November 15, 2016 — 6:30 pm South Coast Air Quality Management District Auditorium, 21825 Copley Drive Tuesday, November 22, 2016, 7:00 pm Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Thursday, November 24, 2016, and Friday, November 25, 2016 - In observance of the Thanksgiving holiday, City offices will be closed. City offices will re -open on Monday, November 28, 2016. Is 757FWTC�M 3wagm PARK AND RECREATION Tuesday, November 17, 2016, 7:00 pm COMMISSION MEETING: Diamond Bar City Hall Windmill Community Room 21810 Copley Drive 11. ADJOURNMENT: MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION OCTOBER 11, 2016 CALL TO ORDER: Chair/Mahlke called the meeting to order at 7:00 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: Vice Chair/Wolfe led the Pledge of Allegiance. 1. N Present: Commissioners Naila Barlas, Frank Farago, Ken Mok, Vice Chair Raymond Wolfe and Chair Jennifer "Fred" Mahlke Also present: James Eggart, Assistant City Attorney; Greg Gubman, Community Development Director; Grace Lee, Senior Planner; David Liu, Public Works Director; Fabian Aoun, Assistant Engineer; and Stella Marquez, Administrative Coordinator. Others present: Steve Sasaki, Traffic Consultant • Dr. Donna Earnhart asked about the property for sale between the on and off ramp of the SR/60 near Der Wienerschnitzel. About 20 years ago she was considering moving her veterinary hospital to that property which she learned, according to the geological survey, was unfit to build on because of potential landslides and wanted that information on the record. CDD/Gubman responded to the speaker that the site has geological issues. 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 4.1 Minutes of the Regular Meeting of September 27, 2016: C/Farago moved, C/Barlas seconded to approve the Minutes of the Regular Meeting of September 27, 2016. OCTOBER 11, 2016 AYES: NOES: ABSTAINED: 5. OLD BUSINESS: 6. NEW BUSINESS: 7. PUBLIC HEARING(S): COMMISSIONERS COMMISSIONERS COMMISSIONERS None None PLANNING COMMISSION Barlas, Farago, Mok, Chair/Mahlke None VC/Wolfe 7.1 Development Review, Conditional Use Permit, - Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105 — Under the authority of Diamond Bar Municipal Code Sections 22.48, 22.58 and 22.36.060, the applicant requested Planning Commission approval of the following land use applications: 1. Development Review: ® Kmart building renovation o Demolish the existing 9,210 square foot outdoor garden center. o Partition the existing 84,245 square foot building into three inline retail tenant spaces to accommodate a grocery store (approximately 29,365 square feet), an apparel and home fashion retailer (approximately 27,262 square feet) and approximately 27,618 of available retail space. o Construct an addition of approximately 12,155 square feet to the north end of the former Kmart building to accommodate a pet store. o Construction of a 4,200 square foot freestanding building ("outparcel") to accommodate two fast casual food service tenants. The new building is proposed to be located at the front of the property (i.e., toward Diamond Bar Boulevard), between the signalized driveway and the existing McDonald's restaurant. o Renovation of the parking lot, including resurfacing and striping, new lighting, landscaping and accessibility upgrades in compliance with the Americans with Disabilities Act (ADA). In addition to the subject property, the applicant proposes to renovate the parking lot of the neighboring Ace Hardware/Auto Zone/Dilliwala restaurant -anchored shopping center. • afi •: PAGE 3 2. Conditional Use Permit: Fri W'A M, n ff-740 PLANNING COMMISSION o Drive-thru service for one of the two proposed outparcel tenants o Establishment of a veterinary clinic within the proposed pet store. 3. Minor Conditional Use Permit: o To authorize the sale of beer and wine for onsite consumption in conjunction with onsite food service for one of the two proposed outparcel tenants (the tenant not proposing drive-thru service) o To establish outdoor dining areas for both outparcel tenants. 4. Comprehensive Sign Program: All Diamond Bar shopping centers are required to establish design criteria for all building -mounted and free-standing signs. The applicant has thus submitted a proposed Comprehensive Sign Program as part of the overall project. The subject property consists of approximately 8.14 acres located on the westerly side of Diamond Bar Boulevard, directly south of Gentle Springs Drive as shown on the illustration of the property boundaries provided in staff's report. The subject property is zoned C-3 with an underlying General Plan Designation of General Commercial. PROPERTY OWNER/ APPLICANT: 249 S. Diamond Bar Boulevard Diamond Bar, CA 91765 Diamond Springs, LLC 9304 W. Sunset Boulevard West Hollywood, CA 90069 CDD/Gubman presented staff's report stating that the proposed project is comprised of various components. The later portion of the presentation included analysis and recommendations, as well as corrections for which errata slides and sheets have been provided to the Commission. In addition, errata sheets have been provided for audience members, as well as a copy of the revised Traffic Study that includes recommendations for the signalized left turn pocket at the project entrance which will be discussed during staff's presentation. r -i -A n M, P, 7, I �� Lil"All-T,"..'', 7 OCTOBER 11, 2016 PAGE 4 PLANNING COMMISSION CDD/Gubman stated that the drive-thru lane width needs to meet the Code's 12 foot minimum requirement and was not included in the draft resolution, therefore, he is recommending that if the Planning Commission decides to approve this project that it include in the motion the addition of Condition F 9 as written in the errata sheet. To address the left turn pocket improvements, the Condition in the resolution is proposed to be replaced with the language contained in the errata sheets, which in summary replaces the requirement for the dual left turn lane and associated signal upgrades and modifications by changing it to allow it remain as a single left -turn pocket with a length of 250 feet with signal phasing. And, this would need to be evaluated and modified, with the provision that the developer would have to work with the Public Works Department to ensure that the phasing of the signal was still optimal for the length of the left -turn pocket. CDD/Gubman concluded that staff is recommending Planning Commission approval of Development Review, Conditional Use Permit, Minor Conditional Use Permit, and Comprehensive Sign Program No. PL2016-105, based on the Findings of Fact, and subject to the conditions of approval as listed within the Resolution. C/Farago asked if the signal phasing study would include the signal at Golden Springs and Gentle Springs Lane and CDD/Gubman said that yes, the study would need to look at the series of signals from Golden Springs and Gentle Springs. What the study cannot do is work to improve the signalization at the freeway onramps because that signal is under the control of Caltrans. PWD/Liu has been working diligently to address some of those signalization issues which is a separate standalone task the City has been working on to deal with some of the congestion that the Caltrans signals are causing along Diamond Bar Boulevard. PWD/Liu said that the short answer is "yes" that staff will make sure that the main driveway signalization is in sync with the rest of the signals along Diamond Bar Boulevard, specifically the signals at Golden Springs (main driveway) and Palomino/Gentle Springs. As stated, the tricky part of this effort is the Caltrans on and off ramps. A fact well known to the Commission is that Diamond Bar Boulevard is a major cut -through boulevard for residents as well as commuters on a daily basis. The worst time is the afternoon peak traffic hours and at the eastbound on-ramp, Caltrans has an active "ramp meter" in place to assure freeway mainline efficiency which allows only a certain number of cars to access the "mainline"/freeway. Unfortunately, when Caltrans adjusts the meter they do not communicate the adjustment to the City which is typical throughout California. In any case, the City makes an effort to initiate a discussion with Caltrans on at least a F17, r,7) Li Y, OCTOBER 11, 2016 PAGE 5 PLANNING COMMISSION quarterly basis to see if they will make any adjustments. Bottom line is that Diamond Bar wants all four signals to be synchronized beginning from the ramps to Golden Springs Drive. Chair/Mahlke thanked CDD/Gubman for his very complete and thorough presentation. C/Farago asked for verification that if the Council approved the project it would have to include in its motion the change to F9 as well as the revision to K1 and CDD/Gubman responded affirmatively. C/Mok said that he too appreciated the thorough and complete presentation from CDD/Gubman. He asked if the 250 foot left turn pocket would provide 18 -wheelers appropriate access to the main driveway or would the trucks enter via Gentle Springs. He was concerned about cars stacking up behind trucks. When Kmart was in operation did trucks use the main driveway or come into the center via Gentle Springs. CDD/Gubman referred C/Mok to the applicant. The plans show that there are provisions for the entrance to have adequate width for vehicles to maneuver turning to the right and the way the loading docks are oriented, it is difficult for him to speculate on whether trucks would try to make the left turn. C/Mok said that in an ideal world the trucks would come down Gentle Springs and approach the loading docks from that direction. Can the Commission suggest that option? CDD/Gubman said that Gentle Springs is a private street and he would say that if the property owners objected to that (method of entry) they could restrict it so that the project would take access off of the Diamond Bar Boulevard driveways. C/Mok asked if traffic lanes in the parking lot would be blocked off during construction which would impact the current operating businesses and CDD/Gubman said that the project will be phased and the property owner, architect and project manager would be able to provide additional information about how the phasing would occur. There would be short-term impacts to the existing tenants because the neighboring property is requesting that the developer improve his portion of that shared parking lot at the same time. While there would be short term impacts, normally there are provisions so that businesses can remain open. C/Mok asked who was responsible for temporary signage to let the public know that businesses are open and are invited to shop during construction. CbD/Gubman said that it is the property owner's responsibility to provide that notification. Fri F -- OCTOBER 11, 2016 PAGE 6 V dPLANNING COMMISSION C/Mok said it would make sense to him that the design and theme should be carried throughout the entire area including the current businesses so that the project did not appear to be an "after -thought." He asked if the developer attempted to coordinate with the other property owner to see if the theme could be carried throughout the center and CDD/Gubman responded that the parking lot improvements will be consistent and uniform for the shared reciprocal parking (landscaping, lighting, trees, upgrading paving surface) and the applicant is taking that step to complete those improvements. With respect to a separate property, it would be an arrangement between the two property owners. C/Farago said he remembered that when Kmart was open the trucks .came in from Diamond Bar Boulevard and circled around to the east side of the property to enter at the rear. The new plan appears to show parking spaces which would be the same route. He asked if there would be enough room for trucks to be able to service the building. CDD/Gubman said he saw some truck turning templates that show trucks would be able to clear that row of parking. Chair/Mahlke opened the public hearing. Dr. Douglas Barcon, a Diamond Bar resident (North Rock River Drive) said he saw the notification sign posted a few days ago. One thing he noticed was the garden center. Looking at the drawings something that jumped out at him was the pet store and the veterinary services inside the store because there is another veterinarian not too far away from this location and he feared it would impact that business as well. The shell for the future tenant was not specified at this point. There is a fitness center to the left of Kmart and he wanted to know if there was the possibility for another fitness center going into the spot. If so, the parking lot will be filled up. He said he would like to see a market that is conducive to the entire community and not just an ethically targeted market. McDonald's has coffee and a coffee house will impact McDonald's too. He was also concerned that the 390 parking spots would each be too narrow. Is a projection of 290 vehicles per hour for peak times or for the entire day and does it include the future tenant? Gentle Springs is a private street and if this project is going to impact that street with truck travel will the company pay its fair -share to maintain the street? If trucks enter on Gentle Springs they will block traffic at the intersection. T6nya Jacobsen, 23855 Bower Cascade Place said that in looking at the site plan the U-turn at the entry portal seems odd to her and the signage program did not show the location of the order point for the drive-thru so she was not sure how the calculation was made from the pickup window to the order point OCTOBER 11, 2016 PAGE 7 PLANNING COMMISSION and then to the end of the drive-thru. It appears the main ingress to the shopping center is one lane in and one lane out and with the traffic coming in from the left turn lane northbound and right turn coming southbound and a perpendicular drive aisle for main parking lot traffic flow which seems to her that the U-turn will cause a backup at that point. If the building was reoriented so that the drive-thru entry point was along the other side of the parking area or if the building is located closer to McDonald's it might help alleviate some of the left -turn lane backup. Regarding the continuity of the center, Smart & Final has already done a major remodel and Kmart is now going to be doing that as well and can the Planning Commission encourage the other owners to apply for future permits to build in a phased approach to update the entire center. I Dr. Donna Earnheart said she is the owner and veterinarian at Village Animal Hospital on Golden Springs Drive, a stone's throw fro*m where this project plans to open a Petco. On behalf of herself and her colleagues, Dr. Michael Tracy, Dr. Thomas Bigley and Dr. Charles Mintzer, all of whom have been serving the Diamond Bar community, because they will be impacted by this corporate veterinary clinic. She has been in practice in Diamond Bar since March 1983 and has been involved in Diamond Bar and surrounding communities and she is concerned. Mary Power said her main concern is the traffic because on a good day, one is lucky to make a left turn from Gentle Springs and now there will be more Lorbeer kids picked up at that shopping center. Good luck with traffic flow exiting the shopping center. She knows it is a Caltrans light because she talked with the City numerous times about that light. The kids walk between cars because the cars do not stop behind the lines. Traffic has become more of a problem in Diamond Bar over the past few years and this new shopping center will make it even more difficult. Mary Wehmeier, North Rock River Drive, asked if Diamond Bar signage requires English only. She does not want this project to change the demographic of the City which she believes would be detrimental. There is a six foot barrier wall proposed between the condos and the back of the project and she believes a six foot wall may not be tall enough. She is not a condo owner but has been to the back sides of the buildings on business over the years and the issue is that now there will be three or four loading areas at the back of the building where there was only one when Kmart was open. When Kmart was open semi tractor -trailers came in off of Diamond Bar Boulevard through the main entrance and went around to the left to the back side or around to the right at the front of the building and then around to the back side of.the building. Nightly deliveries are made to Ace Hardware and two or three F7 OCTOBER 11, 2016 PAGE 8 PLANNING COMMISSION other major businesses. Between the condominium complex and the loading bays for the new project she does not believe the side of the wall will be sufficient to mitigate the noise that will affect the condos bedroom areas. Delivery truck drivers can be told to tamp down the 'noise but they are only concerned with offloading the merchandise and leaving the area as quickly as possible. She is also concerned about Dr. Earnhart, Dr. Mintzer and the other local veterinarians. The veterinary business has seen a large influx of "corporate veterinary franchised veterinary clinics" and those clinics do not service the population in the local area in the same manner because they are "daytime" clinics. While Petco may want to have a veterinary clinic, the state board may say "no." Barbara Kesel, 1632 Acacia Hill Road, said that Diamond Bar has lost a significant amount of mature tree coverage and wanted to know if there was a minimum diameter and height for each of the new trees that will be planted and how they would be maintained. She wants to see something dynamic for this center and she likes a lot of what is there and what is proposed. She wanted to know where there was an area set aside in the parking lot to walk pets. Gene Detchemendy, property owner, said his firm (The Charles Company) bought the Kmart property about seven or eight years ago hoping that Kmart would eventually shut down. As the neighboring property owner, they were very excited when Kmart came to them about two years ago with an option to purchase them out which was concluded in order to develop the shopping center. He has been working with the City for the past 10 years trying to figure out how both properties could be put together and have probably made 10 different offers to the other property owner (Ace and Auto Zone) to purchase that property in order to bring the two properties together. The other property owner is 85 years old. He has done everything possible to try and bring these two properties together and although they have not been successful, they have met with him, his architects and consultants multiple times over the past six months to try to arrange and phase the parking lot in because his customers do not have any parking spaces and do the best possible to reline the parking lot, bring in the LED lights and new landscaping. The owner suffered through the Kmart tenure which controlled the parking area that unfortunately was operated at a level not up to the City's standards and having come in behind that it has become his company's job to fix it. His firm has had multiple meetings with the City Manager trying to figure out what the best use of the property would be. They have been fortunate to execute a lease with a major organic grocer, not a discount or ethnic grocer. He plans to make that announcement with that grocer when they have decided they have cleared a couple of hurdles including tonight's hearing. This is very exciting OCTOBER 11, 2016 PAGE 9 PLANNING COMMISSION for him because retailing today is stressed with many businesses closing down. This is a great community and retailers understand there is income here. In addition to the major organic box, there is a clothing box and a coffee shop which he believes is one of the best in the community. He does not believe there is another "Coffee Bean" in the City and he is very excited to bring that into Diamond Bar. His firm has been able to pre -lease a lot of the shopping center and now he is in a rush to move forward and get it open as quickly as possible. The City has been fantastic to work with — from the City Manager to CDD/Gubman with three to four'conversations a week to try and get this project to where it is, to make the donation to the streetscape with the City's vision to looking at the traffic study. In response to concerns, the traffic count took into account a full retail user in the empty space. In addition, his firm is also excited because there is a lack of food on Diamond Bar Boulevard and Chipotle and others will be a nice addition. Also, there is a complete truck turnaround on his property. There was concern that in the past the trucks had done turnarounds on the neighboring property so there was a complete truck turnaround drawn in at the rear of the building so that it remains within his property and does not conflict with the neighboring property. There is an agreement for cross (shared) parking but because they do not own that property his firm wanted to be able to control its own destiny by having a complete truck turnaround on their property. His firm is very excited to be in Diamond Bar and before the Planning Commission. They are happy they bought the property about 10 years ago and are happy that they can eliminate the fagade of Kmart so the community can move on to something that will bring people in. Chair/Mahlke closed the public hearing. CDD/Gubman responded to speaker comments. Regarding the comments about the vet clinic and the potential impact to other vet businesses, the City cannot make a land use decision based on a type of business. If it is a use that has potential compatibility issues - proposing a bar or tavern next to a daycare center for instance - that is something that would be taken into consideration. But if it is a use that is not going to create a compatibility impact the City cannot look at whether it is going to affect the competition in that marketplace. There was a question about the possibility of a fitness center going into the 27,500 square foot shell that does not currently have a tenant commitment, a fitness center like Crunch Fitness or LA Fitness or Cross Fit, they are required to have a Conditional Use Permit under which one of the potential compatibility issues that is addressed is parking. He does not know if the applicant is contemplating a fitness center or something that will generate T IM OCTOBER 11, 2016 PAGE 10 PLANNING COMMISSION more sales tax revenue for the City, but it would be subject to a Conditional Use Permit and they would not be able to occupy the premises without a Public Hearing before the Planning Commission. Regarding the question about what clientele the market would be catering to, the City has no discretion to exclude what kind of market wants to come in; if it is in the right zoning district, it has to be allowed. Having said that, based on what the applicant has said, it appears that it is a major retailer that has other locations in the region and other states. concern was raised about the coffee house and he believes he heard confirmation that it is a Coffee Bean. Yes, McDonald's sells coffee, as well as, the 7 -Eleven across the street, Carl's Junior, Starbucks, etc., and their reliance on the coffee revenue is outside of the scope of the City's discretionary review. There was.a question about whether the 239 vehicles are contemplated for the afternoon peak hours or for the entire day: It is the hourly estimate for afternoon peak periods. Regarding whether the applicant would upgrade the street, the City has facilitated at least two meetings with all of the property owners along Gentle Springs including the applicant, and staff will continue to facilitate those discussions. There is no Property Owner's Association or maintenance agreement in place. What happened years ago without any forethought about maintenance and upkeep is a problem and to have the Kmart fix its own piece does not really solve the overall problem, thus there needs to be ongoing meetings with all of the property owners. The City has come up with a cost estimate for repairing that roadway. There is a condition in the resolution which does not obligate all of the property owners to come to an agreement to do the repairs, but it further emphasizes that the applicant needs to continue working in good faith with their neighbors to make those much-needed repairs to'that private street. Tanya Jacobson made suggestions about the site plan and perceived issues with the turn that would have to be made from the main driveway to enter the drive-thru which is obviously not a turning movement that can be made. He cannot say it is appropriate to require some reconfiguration of the building or site so that a vehicle can immediately turn in from the Diamond Bar entry when they could easily access the drive-thru lane by entering Diamond Bar Boulevard and proceeding up the drive. aisle to make a loop maneuver OCTOBER 11, 2016 PLANNING COMMISSION through the drive aisles to enter if they did not otherwise enter from Gentle Springs or any of the other driveways that provide access to the shopping center. There was a good question about what could be done about surrounding properties that have not made a commitment to upgrade to the standards of this project. The City does not have a lot of leverage. If a tenant or property owner wanted to add on to their property or build a new building on the under developed area between Smart & Final and CVS, for example, this would give the City some leverage to require some upgrades. Prior to his time with the City, CIDD/Gubman said that Vons renovated their store which went from their store to Taco Bell; the Shell Station upgraded; and more recently, the Sizzler was upgraded for the East 180 Restaurant and now with Encore Teppan which topped what East 180 did. There are opportunities and when the City can seize on those opportunities it does so. Otherwise, it is more a matter of Code Enforcement such as when building exteriors are not maintained. Recently, Torito Plaza at the corner of Torito Lane and Golden Springs was fo'und to have suffered significant deferred *maintenance in its parking lot which became a Code Enforcement issue where the Code Enforcement staff required the property owner to resurface, restripe and re -landscape their parking lot. The City does not have a Redevelopment Agency and does not have an incentive program or monies for fagade upgrades that some communities have had in the past, particularly in their downtown areas where they might be able to offer matching funds. While there are no such programs currently, it is a possibility for the future and in the meantime, as far as mandating certain things there are only certain circumstances under which that can be done. Regarding signage and whether the City has an English -only requirement, it is unconstitutional for the City to mandate that. The City can and does require that English be included on a sign, but the City is forbidden to limit the content of a sign based on language. A: -speaker raised the question about whether or not a six-foot wall would be tall enough. Currently, there is no wall and a six-foot masonry wall is the Code requirement. The Noise Analysis took into account all of the physical characteristics including the design components of the project that includes that the loading docks be ramped down so that the trucks descend the ramp to provide some shielding. If there are noise issues that arise that are unforeseen in the Traffic Study, it is not something that the City would discuss with the property owner. However, there are several properties in the City !P ON A 2 OCTOBER 11, 2016 PAGE 12 PLANNING COMMISSION that back up to residential that have similar layouts and the City is confident that the existing conditions and design parameters including the required block wall will improve the noise impacts this project would potentially impose. Whether the state board would veto the vet clinic that is proposed, the operator is subject to other agencies and their requirements. As an example, even if the Planning Commission grants the Conditional Use Permit for the beer and wine sales at Chipotle, they must still go before the Department of Alcoholic Beverage Control to get their Beer and Wine License. Accordingly, there will be other autonomous agencies that will impose requirements such as the Health Department. With respect to parking space dimensions and configurations, as the site plan shows, the current angled parking would be reoriented to 90 degree parking which are more efficient (allow for more parking spaces) and the Code requires a minimum parking stall dimension of nine (9) feet wide by 19 feet deep and this project is required to meet this requirement for their parking. The site is able to yield the parking spaces with the drive -aisle minimum width of 26 feet. In addition, although the City's parking requirement for a shopping center of this size is one (1) parking space for every 300 square feet of floor area, staff has found that the national retailers often demand more parking than what the City requires. One example is Target whose corporate philosophy is five (5) spaces per thousand square feet. In this case, the code requirement is one (1) space per 300 square feet of floor area. Regarding trees, the Code requirements calls.for a minimum of 20 percent of the trees must be 24 -inch box and 80 percent have to be 15 -gallon which is the ratio this project's landscape plan proposes. As the site plan shows, the parking lot has some sparse tree coverage around the edges of the retail spaces but it is essentially a sea of asphalt. The Diamond Bar Code requires incorporating within a parking bay one tree for every 10 spaces and this project meets that requirement. Obviously, a 15 -gallon tree will be somewhat spindly when planted but the smaller trees are more resilient and more quickly adapt to a larger specimen tree. One can see that if a 15 -gallon tree is planted next to a 36 -inch box tree that in a couple of years the 15 -gallon tree will be the same size because a younger tree is more adaptable than an older tree that has been cultivated in a container. CDD/Gubman concluded his responses responding to the final question about water usage that the state has mandated very strict water use standards in 2009 for new or rehabilitated development which was fairly draconian. Governor Brown then passed an Executive Order in 2015 which was followed by even more restrictive landscape standards. Water usage is subject to very 7�, OCTOBER 11, 2016 PAGE 13 PLANNING COMMISSION detailed formulas. Projects are allocated a "water budget" and they have to design their irrigation systems and select plant materials that stay within that water budget. This project will be plan checked by a licensed landscape architect that is under contract to the City to ensure it meets those Water Budget and other water efficiency requirements. The City is also potentially subject to audit if it does not enforce these Water Efficiency Standards. Water conservation is a big priority when dealing with new development. Moreover, this project is subject to low impact development standards and in addition to minimal water usage, the project will have within its design, water storage capacity and as such, this project will be severely restricted on how much water can exit the site and enter the storm drain system which means this site has to retain a significant amount of any storm water runoff within the site itself. This project will actually incorporate an underground basin to which water runoff is directed from which it would have to percolate into the ground and eventually reach the aquifers. Merely by being proposed, this project is subject to very demanding sustainable development practices that did not exist when this site was originally developed. Chair/Mahlke thanked CDD/Gubman for his responses and pointed out that it is helpful that his responses were clear on how the scope of the Commission's decisions are delineated with the Code about what the City is allowed to approve based upon what is allowed and what is not allowed for projects. VC/Wolfe said in follow up to Ms. Jacobsen's comment, while it is not a traditional move that somebody might make, undoubtedly somebody will m make it and what that will do is impact the main entry off of Diamond Bar Boulevard when they get stuck trying to make that maneuver. He believes it is just the outbuilding that is supposed to be the coffee house which is closest to Diamond Bar Boulevard which is the only business that will be operating as a drive-thru. He believes there is something that could be done to further discourage people from making a U-turn out the throat to access the area. C/Farago asked if the City had an Ordinance that restricted tractor -trailers from loading and unloading in commercial areas during certain times, especially when adjacent to residential areas. CDD/Gubman said there are no restrictions on vehicle delivery hours per se. However, there are noise limitations. The Noise Ordinance has some technical provisions that are rather detailed in that regard, but essentially, the maximum exterior noise level (exterior wall of a residence) is 65 decibels and there are technical definitions about how those noise levels are determined i.e., what metrics are used to measure those noise levels. The Noise Analysis for this project concluded that the worst case would be 59 decibels at the exterior wall of the nearest residential building. OCTOBER 11, 2016 L-11 PAGE 14 PLANNING COMMISSION VC/Wolfe moved, C/Farago seconded, to approve Development Review, Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105 with the inclusion of errata F9 and revision of Condition K 1 as stated in the errata sheet as well as, direct staff to continue working with the developer to do more to prevent or dissuade drivers from making the U-turn movement into the queueing area for the drive-thru. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: Barlas, Farago, Mok, VC/Wolfe Chair/Mahlke None None Chair/Mahlke congratulated Mr. Detchemendy and said he would be bringing this building substantially away from 1975 when it was built and although this City struggles with its balance of country roots, its history and the traffic that flows through the City, she believes that this project beautifully embraces the recent City branding and incorporating the "Diamond Bar feel" while providing opportunity and options for appropriate growth to build on the traffic that is beyond the City's control. 3 Irligill ��' I ! 11111 � N ra I Lei ar-AAA1 0 1 1141TI C/Barlas asked if the City was looking at further development in the area of McDonald's. CDD/Gubman responded that just last week, McDonald's at the corner of Diamond Bar Boulevard and Gentle Springs submitted an application to tear down the existing building and reconstruct on the same site with a building that meets the corporate prototype requirements. C/Barlas said she took that as a good sign. Qj� _#JL0JJ 9.1 Public Hearing dates for future projects. CDD/Gubman stated that tomorrow night in this same room the inaugural meeting of the General Plan Advisory Committee will take place. The GPAC will convene at 6:30 p.m. Everyone is invited and welcome to attend. There is no new business for October 25 so the meeting will go dark. However, there are items tentatively slated for November 8. OCTOBER 11, 2016 PAGE 15 PLANNING COMMISSION 10. SCHEDULE OF FUTURE EVENTS: Chair/Mahlke highlighted the Barktober event happening this Saturday at the Pantera Dog Park and the Fall Fun Festival on Halloween Day. This is the mid -point for Restaurant Week and there is still time to participate. ADJOURNMENT: With no further business before the Planning Commission, Chair/Mahlke adjourned the regular meeting at 9:10 p.m. The foregoing minutes are hereby approved this 8th day of November, 2016. Attest: Respectfully Submitted, Greg Gubman Community Development Director Jennifer Mahlke, Chairperson CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 F.1111)90 0 191.111111 Q & ILI 01 ITJ MEETING DATE: CASE/FILE NUMBER: GENERAL PLAN DESIGNATION: ZONING DISTRICT: I u60191 U: a OW4 V&SANT1 0 10 014 APPLICANT: RU191-TI, F -1 11-M W November 8, 2016 Development Review No. PL2016-123 1619 Bronze Knoll Road Diamond Bar, CA 91765 (APN 8702-012-049) Low Density Residential (RL) Low Medium Density Residential (RLM) Steven Tsao and Jessica Wang 1619 Bronze Knoll Rd. Diamond Bar, CA 91765 Michael Wang 2636 Corralitas Dr. Los Angeles, CA 90039 The applicant and property owners are requesting approval of a Development Review (DR) application to construct a 510 square -foot second floor addition and 50 square -foot garage addition to an existing 1,772 square -foot, two-story residence with a 429'square-foot garage on a 0.28 gross acre (12,250 gross square -foot) lot. jZ*01-1 "m I =14ITTVIII Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2016-123, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located on the west side of Bronze Knoll Road, south of Coyote Springs Drive. The property was developed in 1978 under Los Angeles County standards with a 1,772 square -foot single family residence and 429 square -foot garage on a 0.28 gross acre (12,250 square -foot) lot. There is an existing 8 -foot, 3 -inch wide Southern California Gas Company easement along the north side property line, located 28 feet, 1 -inch from the existing residence. There are no protected trees on site. The property is legally described as Lot 37 of Tract No. 25096, and the Assessor's Parcel Number (APN) is 8702-012-049. .; The proposed addition is located at the front of the existing residence and consists of the following components: Living Area First Floor Existing 960 New 0 Total First Floor 960 Second Floor Existing 812 New 510 Total Second Floor 1,322 Total Living Area 2,282 Garage Existing 429 New 50 Total Garage Area 479 TOTAL FLOOR AREA 2,761 The existing two-story home consists of common areas (living room, dining room, family room, and kitchen) and a two -car garage on the first floor. The second floor consists of a master bedroom suite, two bedrooms, and two bathrooms. The applicant is proposing to add 50 square feet to the existing garage and add an additional bedroom suite and a storage room on the second floor—directly above the garage. Site and Grading Configuration: The property is an irregularly-shaped lot. There is an ascending slope located at the southwest corner of the property. The existing house is situated on a leveled pad. The proposed addition is primarily located above the garage at the front of the house. No further grading is required for the proposed addition beyond minimal excavation for footings and foundation placement. Architectural Features, Colors, and Materials: The 'architecture of the existing residence is a 1970s tract design with flat concrete roof tiles on a gable roof, stucco, and wood paneling surrounding the front windows. The proposed addition at the front of the house will have stucco, flat concrete roof tiles and wood paneling surrounding the windows on the second floor addition to match the existing house. Additionally, the applicant is proposing decorative Development Review No. PL 2016-123 Page 2 of 8 elements such as wood siding along the fagade and decorative corbels underneath the cantilevered portion of the second story addition. The proposed addition will preserve the architectural integrity of the existing construction by matching exterior colors and building materials. Existing Front Elevation IWIWI Mrn-] Proposed Front Elevation Development Review No. PL 2016-123 Page 3 of 8 4 el IWIWI Mrn-] Proposed Front Elevation Development Review No. PL 2016-123 Page 3 of 8 W, I The following table describes the surrounding land uses located adjacent to the subject property: Site Aerial Development Review No. PL 2016-123 Page 4 of 8 Project Site Adjacent Property to the South - Adjacent Property to the North The proposed project requires a land use approval through the Development Review process. The analysis that follows provides the basis for staff's recommendation to approve the Development Review application. Additions which are equal to or greater than 50 percent of the existing habitable floor area of all existing structures on site, or substantially change the appearance of an existing residence require Planning Commission approval of a DR application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, Development Review No. PL 2016-123 Page 5 of 8 and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RLM zone: behind curb face. Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Efficient Landscaping Ordinance. The ordinance would only apply if new or rehabilitated landscaping of 2,500 square feet or more was being installed or altered. However, landscaping that is damaged during construction will need to be restored upon project completion. This requirement is included as a condition of approval. 0 11 6 . "IT 11 0 . P VE M11 IMIM Mof P SMI , a The proposed project is designed to be compatible with the scale and character of the existing homes in the neighborhood. The addition is located 27 feet, 6 -inches from the front property line, more than the required minimum 20 -foot front setback. The majority of the proposed addition is located on the second floor, above the existing garage. There are several houses on the street—including the house across the street from the subject property—that have second -story elements, such as a cross gable, above the garage. Therefore, the proposed Development Review No. PL 2016-123 Page 6 of 8 addition will have similar massing and scale as other houses within the neighborhood. In addition, staff reviewed the elevations to verify proper placement of windows in relation to the adjacent home to the south. The bedroom window on the second floor is located toward the front of the addition and will be facing the front yard of the adjacent property to the south. Additionally, there are existing tall trees located along the north side property line of the adjacent property that will provide screening from the second floor bedroom window. The exterior architectural materials and details of the addition will match those of the existing structure. The addition will thus be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. The project incorporates the principles of the City's Residential Design Guidelines as follows: • A gradual transition between the addition and existing residence is achieved through appropriate setbacks, building height, landscaping, and window and door placement; • The addition is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; • Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations; • Placement and relationship of windows, doors, and other window openings are carefully integrated with the building's overall design; • The addition is visually integrated with the primary structure, by utilizing similar colors and materials throughout the proposed addition; • Roof style of the addition matches the primary structure; and • Large wall expanses without windows or doors are avoided. EVER= The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. MIMA• :' �11L, � On October 26, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On October 28, 2016, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. No comments have been received as of the publication date of this report. � Development Review No. PL 2016-123 Page 7 of 8 This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Prepared by: MITI Attachments: 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, and Elevations Development Review No. PL 2016-123 Page 8 of 8 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2016-123 TO CONSTRUCT A 510 SQUARE -FOOT SECOND FLOOR ADDITION AND 50 SQUARE-FOOT GARAGE RESIDENCE ADDITION WIOTH A 29 SQUARE - 1,772 SQUARE -FOOT, TWO-STORY FOOT GARAGE ON0.28 GROSS DIAMOND BAR,OSS CA 91 65 (APN 8 02) LOT AT 1619 BRONZE 012-049). A. RECITALS 1. The property owners, Steven Tsao and Jessica Wang, and applicant, Michael Wang, have filed an application for Development Review No. PL2016-123 application to construct a 510 square -foot second floor addition and 50 square -foot garage addition to an existing 1,772 square - foot, two-story residence with a 429 square -foot garage located at 1619 Bronze Knoll Road, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 12,250 gross square feet (0.28 gross acres). It is located in the Low Medium Density Residential (RLM) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 37 of Tract No. 25096. The Assessor's Parcel Number is 8702-012-049. 4. On October 26, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. On October 28, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers; and public notices were posted at the City's designated community posting sites. In addition to the published and mailed notices, the project site was posted with a display board. 5. On November 8, 2016, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. C. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1 The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15301 (e) (additions to existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.04 The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments). The design and layout of the proposed two-story addition consisting of 510 square feet of floor area to the existing second story and 50 square feet to the garage on the first floor of an existing single family residence is consistent with the City's General Plan, City Design Guidelines and development standards. The proposed addition will maintain architectural integrity by incorporating matching exterior colors and building materials. The mass and scale of the addition are proportionate to the existing house and surrounding properties. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards. The proposed addition will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. In addition, no protected trees exist on site. 2 Planning Commission Resolution No. 2016 -XX The proposed addition will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single- family home because it complies with the requirements for driveway widths and is a continuation of an existing use. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan. The existing architecture is a 1970s tract design with flat concrete roof tiles on a gable roof, Stucco, and wood paneling surrounding the front windows. The proposed addition at the front of the house will have stucco, flat concrete roof tiles and wood paneling surrounding the front windows on the second floor to match the existing house. The applicant is proposing decorative elements such as wood siding along the fagade and underneath the cantilevered portion of the second story addition. The proposed addition is located 27 feet, 6 inches from the property line, more than the required minimum 20 -foot front setback. There are several homes on the street— including the house across the street from the subject property—that have second story elements, such as a cross gable above the garage. Therefore, the proposed addition will have similar massing and scale as the homes in the neighborhood. Staff reviewed the elevations to verify proper placement of windows in relation to the adjacent home to the south. The proposed south -facing bedroom window is located at the front of the addition and faces the front yard of the property. Additionally, there are existing trees located at the north side property line of the adjacent property that will provide screening from the second floor bedroom window. Therefore, the addition will be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing. The existing architecture is a 1970s tract design with flat concrete roof tiles on a gable roof, stucco, and wood paneling surrounding the front windows. The proposed addition at the front of the house will have stucco, flat concrete roof tiles and wood paneling surrounding the front windows on the second floor to match the existing house. Additionally, the applicant is proposing decorative elements such as wood siding along the fagade and decorative corbels Underneath the cantilevered portion of the second story addition. The addition will match the existing home in color and building materials, and roof style. Therefore, the addition will be visually integrated 3 Planning Commission Resolution No. 2016 -XX into the existing home and not negatively impact the look and character of the neighborhood. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed project is required to comply with a// conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301 (e) (additions to existing structures) of the CEQA guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: I Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. Standard Conditions., The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owners, Steven Tsao and Jessica Wang, 1619 Bronze Knoll Road, Diamond Bar, CA 91765, and applicant, Michael Wang, 2636 Corralitas Dr., Los Angeles, CA 90039. 4 Planning Commission Resolution No. 2016 -XX APPROVED AND ADOPTED THIS 8TH DAY OF NOVEMBER 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. Jennifer Mahlke, Chairperson 1, Greg Gubm . an, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 8th day of November, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2016 -XX COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITS9 COMMERCIAL AND RESIDENTIAL NEW AND ZEMODELED STRUCTURES PROJECT #: Development Review No. PL 2016-123 SUBJECT: To construct a 510 square -foot second floor addition and 50 square foot garage addition to an existing 1,772 square -foot two-story residence with a 429 square-foot_qe- _qALa _ PROPERTY Steven Tsao and Jessica Wang OWNER: 1619 Bronze Knoll Road Diamond Bar, CA 91765 APPLICANT: Michael Wang 2636 Corralitas Dr. Los Angeles, CA 90039 LOCATION: 1619 Bronze Knol.1 Road Diamond Bar, CA 9176 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS 1. The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review No. PL2016-123 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: 6 Planning Commission Resolution No. 2016 -XX (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2016-123, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2016 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 7 Planning Commission Resolution No. 2016 -XX 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc I or approved use has commenced, whichever comes first, 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., or at any time on Sundays or holidays. 11. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS 1 Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2016-123 expires within two years from the date of approval if the use has not been exercised as defined pursuant to Diamond Bar Municipal Code (DBMC) Section 22.66.050(b)(1). In accordance with DBIVIC Section 22.60.050(c), the applicant may request, in writing, .a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the Fee Schedule in effect at the time of submittal. 8 Planning Commission Resolution No. 2016 -XX D. SITE DEVELOPMENT 1. This approval is to construct a 510 square -foot second floor addition and 50 square -foot garage addition to an existing single-family residence located at 1619 Bronze Knoll Road, as -described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed herein. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non- compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, collectively attached referenced as site plans, floor plans, architectural elevations, and 9 Planning Commission Resolution No. 2016 -XX landscape plans on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the * use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures,, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion 10 Planning Commission Resolution No. 2016 -XX control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS: 1. At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for CALGreen shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CALGreen Code. .1. — ITEMS TO BE ADDRESSED PRIOR TO PLAN PLAN CHECK APPROVAL: 1. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. C. Permit — Items required prior to building permit issuance: 1. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 2. Prior to building permit issuance, all school district fees shall be paid. 11 Planning Commission Resolution No. 2016 -XX Please obtain a form from the Building and Safety Division to take directly to the school district. 3. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 4. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 1. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred - eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 2. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 3. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 4. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view obstructing with opaque surfaces. 5. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.digalert.org. 6. The applicant shall first request and secure approval from the City for any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. 7. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 12 Planning Commission Resolution No. 2016 -XX 8. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 9. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as - built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 10. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. 11. All plumbing fixtures, including those in existing areas, shall be low - flow models consistent with California Civil Code Section 1101.1 to 1101.8. 12. The existing sewer lateral to the house shall be at least 4" in size or upgraded due to the number of toilets per California Plumbing Code. AMD 13 Planning Commission Resolution No. 2016 -XX ADJACENT STRUCTURE V SITE PLAN LEGEND CONCRETE LANDSCAPE PROPOSED GARAGE ADDITION SITE PLAN LEGEND 1❑ EXISTING IRON FENCE j] EXISTING V X 6" COVERED PATIO TOTAL POSTS j] EXISTING GROUND STONE PAVER ® EXISTING PLANTER j] EXISTING V HT, BRICK WALL DIN DIMENSION ON DNNI EXISTING S HT. BRICK WALL 4=36.05' ---------^-...-,.--- X73,96' SITE PLAN NOTES NO OAK TREES ON SITE NO EASEMENTS ON SITE NO POOLS PAST OR PRESENTION SITE NO SEPTIC SYSTEM ON SITE NO SLOPE STEEPER THAN 3:1 ON SITE WITHIN 40 YARDS OF PROPOSED WORK PEDESTRIANS SHALL DE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOUTION ACTIVITIES AS REQUIRED BY COUNTY OF LOS ANGELES BUILDING CODE CHAPTER M. (3305) SITE PLAN sCALE—"R°,Ecr 118" = 1'-0„ �NORTH 1619 BRONZE KNOLL AR N. 8702.012.049 OCCUPANCY GROUP: SINGLE-FAMILY RESIDENCE CONSTRUCTION TYPE: V-8 SQUARE FOOTAGE: EXIST: 960 SF TST)1812 SF (2ND)1,129 SF NEW: 0 SF (1ST) /510 SF (2ND)15D SF (GA EXIST: 323 (COVERED PATIO) TOTAL LIVING AREA: 2,282 SF TOTAL GARAGE AREA: 479 SF. NUMBER OF STORY: 2 -STORY BUILDING HEIGHT: 23'-0x (NO CHANGE) LOT COVERAGE: 960 + 479 + 323 =1,762 SF 1,762 112,250 =14.37% F,,Avs (' . 0160 + 47q + 32-3 r- 17z ,9 S 0/0 SINGLE-FAMILY RESIDENCE ADDITION AFFABOVE FINISHED FLOOR r EXISTING _ SAR; NEW ADDITION TOTAL ` PARkING DATA EXISTING 2 -CAR GARAGE iSTFL 960 S.F. 960S,F, 2ND FL 812 S.F, 510 S.F. 11,322SF. TOTAL 1,542 BY. 803 S.F. 12.282 S.F. DIN DIMENSION ON DNNI U3 Cvv EXISTING NEW ADDITION TOTAL GARAGE 429 S F, 50 S,FF, 479 S.R PATIO 323 SY, 323 S.F. PORCH FF FF FIIN I OFLOOR . k-xrir•.t[:IraHbcMya, MAP NORTH FOREstcFW+Y � ® n /'c�oro7psP FI 0 1/ ®/0 ABBREVIATIONS AND SYMBOLS AFFABOVE FINISHED FLOOR r ALUM ALUM NUM Alu BIRO BUILD, 10 F troy Lo O CUT CLEAR (' '���- IDRnIFb.�\TJIDFCE'UL CONC CONCRETE •- SOL DOUBLE AIN: DIN DIMENSION ON DNNI U3 Cvv 00 Dom 6FOUr N1 ELtYALVA:NLfllmGnul -HSP: EL ELEVAIIUN R nFvit DOlitn.,V! NW:1M1MtiF90bELRY1 ELECT ELECTRICAL EOUP ECUIPNENT EMT E"STING E%T E%1EPIOIF ppp SECTION l_ FF FF FIIN I OFLOOR . k-xrir•.t[:IraHbcMya, F° FINISH OItA6E „�.— NflTJngDllFbafiECnx1 FIT FLOOR 0 1/ ®/0 ABBREVIATIONS AND SYMBOLS AFFABOVE FINISHED FLOOR �— OWNER: ALUM ALUM NUM Alu BIRO BUILD, 10 F troy Lo O CUT CLEAR (' '���- IDRnIFb.�\TJIDFCE'UL CONC CONCRETE •- SOL DOUBLE AIN: DIN DIMENSION ON DNNI �(_i_'{--�_ E'ION 00 Dom 6FOUr N1 ELtYALVA:NLfllmGnul -HSP: EL ELEVAIIUN R nFvit DOlitn.,V! NW:1M1MtiF90bELRY1 ELECT ELECTRICAL EOUP ECUIPNENT EMT E"STING E%T E%1EPIOIF ppp SECTION l_ FF FF FIIN I OFLOOR . k-xrir•.t[:IraHbcMya, F° FINISH OItA6E „�.— NflTJngDllFbafiECnx1 FIT FLOOR IR HEIGHT IN INCH ROOM IDENTIFICATION NA% NAAIMUlA NECH NECHWIICAL ,y Iinitietd NTL RIETAL NIN MIYINUN OC ON CEI' REVISION FLAB PLASTERmy A+Cuwnncv RD ROOPORAM drialtµMCaaNrvl�t^..a1 n ki'lIy:NYa, REQ'D ACQUIREDCCfislalyvmarvtTFNaSi ON Roof` 6S BTWNIESO 61EFl 6CHEDSCHEDULE� " V70RK POINT, CONTROL POINT SECT SECTION SHT SHEET ��r,L �;T°RDATUMPOIIR y� s0 SOUARE BID STANDAFD BTRUCT STRuclut L 101YANDOt:'TA6 TOC TOP OF CONCRETE TOPTOPOFPLATE TOR TOPOFROOF TEL TELEPHCNE DDDRTAD O TWIT TEMPERED TYP TYPICAL LSP WATERPROOF 1. 50 S.F. ADDI110N TO THE EXISTING GARAGE 2. 510 S.F. 2ND FLOOR ADDITION CONSISTING OF NEW STORAGE AND ONE BEDROOM SUITE LEGAL INFO �— OWNER: HUANG CHENG PING LAI LI FU ADDRESS: 1619 BRONZE KNOLL RD. DIAMOND BAR, CA 91765 LOT AREA: 12,250 S.F. AIN: 6702-012.049 TRACT: 25096 LOT: 37 ZONE: R -i APPLICABLE CODES 2014 CCUNTYOFLAOUIIDINOCOOE 2074 CGV ITYOFLAEIECTRICALCODE 701+ COUIfrY OF LAMECHANICW. CODE 2014 COUNTY OF LA PLUNDINO CODE 7074 COUNTY OFLARESIDENHAL CODE 7014 COUNTY OF LA GREEN BUILDING CODE 2075 CALIFORNIA FRE CODE NUT CITY OF DIAMOND BAR AMENDMENTS ARCHITECTURAL T1 TITLE PAGE SITE PLAN Ai DEMOLITION PLANS EXISTING ELEVATIONS A2 PROPOSED FLOOR PLANS A4 PROPOSED ELEVATIONS WINDOW DETAILS A5 EXISTING ROOF PLAN PROPOSED ROOF PLAN EAVE DETAILS OCT 3 12016 + d 2636 Corraliles Drive Los Angeles, CA 90039 (T) 213.399.9676 626.689.9363 (E) mlcliael@mplusd.net dannl@mplusd.ilet CLIENT/OWNER: JESSICA WANG !STEVEN TSAO PROJECT: 1619 BRONZE (MOLL PROJECT ADDRESS: 1610 BRONZE KNOLL RD DIAMOND BAR, CA 01765 JOB NUMBER: 16 11 BRONZE KNOLL CONSULTANTS: STRUCTURAL ENGINEER KR STRUCTURAL ENGINEERING, INC. ADDRESS: 3855 7TH ST. 17304 LOS ANGELES, CA BOCCE TEL: 818.378.7173 310. 488.7282 MEP ENGINEER PERFECT DESIGN 8 ENGINEERING ADDRESS: 2416 W. VALLEY BLVD. ALHAMBRA,CA 91603 TEL: 626.280.8808 ISSUED FOR: EV EW 06,97,16. 2 _- 3 4 6 no. rovislonAssue: date Ari dnxk,Yv.ntl n,dar Ilwwf an h,a W rnmyv ul rvNor,linyvn bbav �tlm,ry WNl elpaq la�ida ga. Wd,pynumim,Mem cen,,.W.v., la veJr tycb tM wn Vvat .b wd.. v n b h. monad m bablYaceom,btl fa to,M1eadyL,d vulhorubon mrryrmnm, ntnnunn nr,umr,wlm,Wmrrnan. SCALE: AS NOTED DATE: 07.10,2016 DRAWN BY: M.W. ! D,X. SHEET TITLE: TITLE PAGE SITE PLAN SHEET NUMBER: T1 WEST, �EIEVATI�ON V X ST. T E ELEVATION '�S SCALE: — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- - - - -- - -- - -- - -- - - - N VXST— NORTH ELEVATION SCALE: ",, — -- — -- — -- — -- — -- — --- -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- - -- - li — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — - — -- — -- — -- — -- — -- — -- — - El 7-- - — -- — -- — -- — — -- — -- — - — -- — -- — -- ID Ytw 06_.,E.X'S SOUTH ELEVATION ALRIIS19 �1 II, 11 m) --t FLOOR PLAN LEGEND LVSTRIG VIA LL TO RWARI JE; EXVING VIU OR ROOF TO REMOV Fr 11=� IM 1.1 _ _ _ LzmnoanrLDulLrr. U.0-11 FnrrnandEDccn aae /11ST FL DEMO e -N r-9• m-1 'q7 m+d 2636 Corrailtas Drive Los Angeles, CA 90039 (T) 213.399.9676 626.689.9363 (E) micliael@mplusd.net dannl@mplusd.net CLIENT/OWNER: JESSICA WANG I STEVEN TSAC PROJECT: 1619 BRONZE KNOLL PROJECT ADDRESS: 1019 BRONZE KNOLL RD DIAMOND BAR, CA 91765 JOB NUMBER: 16j1-BRONZEKNOLL CONSULTANTS: STRUCTURAL ENGINEER KR STRUCTURAL ENGINEERING, INC. ADDRESS: 38557TH ST. 0304 LOS ANGELES, CA OD005 TEL: 8 18,3781173 310 48B 7282 MEP ENGINES PERFECT DESIGN & ENGINEERING ADDRESS! 2416 W. VALLEY BLVD. ALHAMBRk CA 91803 TEL: 0202898808 ISSUED FOR: 41 DEVELOPMENT 09,07,16. ReVIEW 2 3 4 6 no. revision/issue: date SCALE: AS NOTED DATE: 07.10.2016 DRAWN BY: M.W./D.X SHEET TITLE: DEMOLITION PLANS EXISTING ELEVATIONS SHEET NUMBER: Al m 20'-0' 1 PROPOSED 2ND FL PLAN.N r 1 PROPOSED 1ST FL PLANN SCALE: 1//' u tt0' FLOOR PLAN LEGEND EISTIND WALL PROPOSED NEWWALL FLOOR PLAN LEGEND BATHTUB 4USHOYIERS AND TUB -SHOWERS SHALL HAVE EITHER APRESSURE BALANCE ORA THER ADSTATIC MIXING VALVE 1 +d 2636 Corralltas Drive Las Angeles, CA 90039 (T) 213.399.9676 626.689.9363 (E) mlciTael@mplusd.net dannl@mplusd.net CLIENTIOWNER: JESSICA WANG / STEVEN TSAO PROJECT: 1010 BRONZE KNOLL PROJECT ADDRESS: 1010 BRONZE KNOLL RD DIAMOND BAR, CA 01765 JOB NUMBER: 16-11—BRONZE KNOLL CONSULTANTS: STRUCTURAL ENGINEER KR STRUCTURAL ENGINEERING, INC. ADDRESS: 3855 7TH 6T. 0304 LOS ANGELES, CA 00005 TEL: 818.378.7173 310. 488.7282 MEP ENGINEER PERFECT DESIGN 8 ENGINEERING ADDRESS: 2415W i 418W. VALLEY BLVD. ALHAMBRA, CA 81803 TEL'. 026 280.880i ISSUED FOR: ® REVIEW 08.07.10. 2 3 4 6 no. revision/issue: date nnm..WY..eawPl.. nwM,re,.PwlM,wdY M rntl evN M,uh, BAY P'vP.nV vl Ib. vaphisl rwbar.TN.y rl. bbv vred enry Wfi,roprM la i1Y. vxo{rvt. VA,Nav nmwivn Mex. evmpW.e., tvrnJi pr,lyiv N. wnVrrL ry vad.. rn IvbY Mwr,.dM .uPYWy evwwa.d lvr Iv,lw vaYlnvl rMMrupvn SCALE: AS NOTED DATE: 07.10.2016 DRAWN BY: M.W. f D.X. SHEET TITLE: PROPOSED FLOOR PLANS SHEET NUMBER: ANDSHALL HAVE HAVEEITHER A PHESSURE EITHER-ALPRES URE TUICEHO A THERMOSTATIC VIAND VALVE {'1 WATER CLOSET (1.8 GALLONS MAX PER FLUSH) 2/' CLEAR IN FRONT,VA 30' PAN IMIDE COUPARTMEIFT Q Qd 3P STOVE WITH 3VCLEANMICE WITH APPROVED (� VENINRATION 70 OUTSIDE AIR (100 ch MINT ORYERSPACE VIIMPRGPERVEMILATIO'1T0 OUTSIDE AIRNIO OAS HOOH UP. A DRYER I� CONPARTTdENT SHALL GE'V.'RH A MIN. OPENING OF Too S.I. FOR MANTEL, AIR IN THE DOOM OR BY OTHER APPROVED MEEANS 1 +d 2636 Corralltas Drive Las Angeles, CA 90039 (T) 213.399.9676 626.689.9363 (E) mlciTael@mplusd.net dannl@mplusd.net CLIENTIOWNER: JESSICA WANG / STEVEN TSAO PROJECT: 1010 BRONZE KNOLL PROJECT ADDRESS: 1010 BRONZE KNOLL RD DIAMOND BAR, CA 01765 JOB NUMBER: 16-11—BRONZE KNOLL CONSULTANTS: STRUCTURAL ENGINEER KR STRUCTURAL ENGINEERING, INC. ADDRESS: 3855 7TH 6T. 0304 LOS ANGELES, CA 00005 TEL: 818.378.7173 310. 488.7282 MEP ENGINEER PERFECT DESIGN 8 ENGINEERING ADDRESS: 2415W i 418W. VALLEY BLVD. ALHAMBRA, CA 81803 TEL'. 026 280.880i ISSUED FOR: ® REVIEW 08.07.10. 2 3 4 6 no. revision/issue: date nnm..WY..eawPl.. nwM,re,.PwlM,wdY M rntl evN M,uh, BAY P'vP.nV vl Ib. vaphisl rwbar.TN.y rl. bbv vred enry Wfi,roprM la i1Y. vxo{rvt. VA,Nav nmwivn Mex. evmpW.e., tvrnJi pr,lyiv N. wnVrrL ry vad.. rn IvbY Mwr,.dM .uPYWy evwwa.d lvr Iv,lw vaYlnvl rMMrupvn SCALE: AS NOTED DATE: 07.10.2016 DRAWN BY: M.W. f D.X. SHEET TITLE: PROPOSED FLOOR PLANS SHEET NUMBER: /.;1 WEST ELEVATION SCALE: 7/16'=1'A' n EASr ELEVATION SCALE. 711U lr O'0' FLOOR'PLAN NOTES �j OFCORATIVERAFTERTAIL.4WX8liXi8'D®2•PO.C. PROPOSED DECORATIVE ATTIC VENT 0 PROPOSED WINDOW SIDING PAINTED WHITE TO MATCH EXISTING PROPOSED SIDING PAINTED WHITE TO MATCH EXISTING Q$ STUCCO TO MATCH EXISTING © PROPOSED SHINGLE ROOFING TO MATCH EXISTING NOTE: ALL WINDOW SINES AND INSTALLATION SHALL MATCH EXISTING p 0 V CONT.RSehANT BEHIND ppFLANGE pp I���ES�0112EL�;i�i)1G �3 P+Q MINLNE GRADE PITI 0 S/TFgRR APEi17STER O SEE%OVATION) (J SELF SEALING, SELF ADHERING BITUMINOUS NEAIBRANE APPLIED OVER SOLID BACKING © SEAppLANTROEMIMC 0 26 GEA. GJ. FLASHNG O (SEEPFFAWNG PLAN) WINI70W HEAD SCALE � /� EXTERIOR PLASTER W/ 2X TRIM NTS 1 6J ' Q 4i11CWVNYlkADT _ BEHIND pFLANGE O f��PL�Wt i2FL14I�)G !rl � i MMUIE GRADE N ;QA �;� D PAPER i "-------_----------------- "------� (D EXTERIOR PLASTER 0/ IYIFE IAESH '3 r T O5 % FRAIAI14 (SEE PLAN) SLOPE: I'12" \ / FPoA11 TR lA 5LqPE TOP X - "—__-- _----------------------__--- nL /Il FINITE It P COM I'I 7 'WHERE OCCURS' S nn on ;r: tN D 2X SILL FURRING SELF SELr ADHERINGLIBITUMINOUS B ❑ MEAfeRANE APPLIED / OVER SOLID BACKING 3 00 00 0 WIIVDOW SILL ISCALE 6 ©© © EXTERIOR PLASTER W/ 2X TRIM FN -TS - — — —------— rangy `3OTH ELEVATION SCALE; 7/16' w t'•0" ------------- / V/;1 SOUTH 110' ELEVATION s'ALE: 7 • 1' 0' EL tun �—r•`w +d 2636 COrralites Drive Los. Angeles, CA 90039 (T) 213.399.9676 626.669,9363 (E) micliael@mplusd.net dennl@mplusd,net CLIENT/OWNER: JESSICA WANG /STEVEN TSAO PROJECT: 1610 BRONZE KNOLL PROJECT ADDRESS: 1010 BRONZE KNOLL RD DIAMOND BAR, CA 91765 JOB NUMBER: 16_11 BRONZE KNOLL CONSULTANTS: STRUCTURAL ENGINEER 1111 STRUCTURAL ENGINEERING, INC. ADDRESS: 38557TH 6T. 4304 L05 ANGELES, CA GOODS TEL: 616.378.7173 310. 468.7282 MEP ENGINEER PERFECT DESIGN 8 ENGINEERING ADDRESS: 2418 W. VALLEY BLVD. ALHAMBRA, CA 81003 TEL! 620.2UD 8BOB ISSUED FOR: REVIEW 09,07.16. 2 3 4 no. revisionlissue: date MltlivwY�yv vnticup4v tlwwlvn4nWvwdv u! iWlor lliv✓.roJw4v uvvdonlyalminpenla,W� µNva. YAdrtivwvuwlpnnt env canWnv v.r for vvJr O.r,Yµ,M wnVNL,y aoDln.n Io4vMunrtlm vppaWy vam.iwd fN 1p,4ppdu4rWvw4oruppV wmplvpw ptu,.,mxrar Mmliwlvr of aunrva SCALE: AS NOTED DATE: 06.25.2016 DRAWN BY: M.W. I D.X. SHEET TITLE: PROPOSED ELEVATIONS WINDOW DETAIL SHEET NUMBER: A4 r ----� C-,------� C _ ---� E--� –Ir•- 'ir- �I Ij it I I II I� U I I Ii l I I II IL 'I it II II 1) ❑ � � RIDGE ( i II II l VALLEY ' L" ------_U ' F , w I1________________ I 1 11 L i F7-r-1-rTT-I—f-r 7. . .'-r Ij I� Iliilllll(illi� LL_IJ_] 1_ L_L J- _ r------------- ,r- r 1 11 j, n II 11 I) r — — I I I Ii I� LI 11 ' II I II it II 1 ;I Ij I; II 1, II ,1 II Ii Ii II IL' II i r II „ 11 1 2X BLOCKING W/3 HOLES(3DIA.) I, II II I u II Ll 0 ,1 'f I1 1; I 6 0 I i L----- --_—_ ----- rT-t II II Ii �I Ii I I' II rr II II LI ,r] i Ni i .r----- 11 �, IN ;; I' II 11 I' SLOPEn:1z I' L__J I I' I l 1 Ii 1 I u n EXISTING ROOF PLAN ISCALE 1'-0 ORTH. SLOPE •1:12 II Q Gl FIT r_ 11 I� li I, Ii it u n ROOF PLAN NOTES ALL FASCIA BOARD WIDTHS AND EAVE LENGTHS SHALL MATCH EXISTING ----------------TT 00/ DESIGNED WOOD ROOF SYSTEM 11 II .I II V-6" OVERHANG ROOF SHEATHINGFIELD VERIFY 5 18 0 POSED RAFTER TAILS (S (SEE ELEVATION) O1 2X BLOCKING W/3 HOLES(3DIA.) PROVIDE 21 S.I. OF VENTILATION O UNDERLAYME NT (7 Ib, A. S.T,M. FELT MIN.) O6 6R MINUTE GRADE n DQPAPER 0O EXTERIOR PLASTER 0• 0/ WIRE MESH b0 REQUIRED I MIN GAP BETWEEN 2 1. BOTTOM OF ROOF SHEATHING AND INSULATION 011 BOARD SHEATHING �XS>?ARTDER 12 3 12 T' OUSFASCIA BOARD TO PROVIDE NAILING, _--------) MACHET BATTENS AND WINO -i,-------1 , CLIPS PER MFR. INSTALLATION 1 © RECOMMENDATIONS. I 9 U I PRDEFER ppTOppSTRUCT. FEOUIREtENTE.EAR LJ EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF _ EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: a. b. NONCOMBUSTIBLE MATERIAL IGNITION -RESISTANT MATERIAL I IONE LAYER OF 5/8'1YPE X APPLIED BEHIND AN EXTERIOR j COVERIIJG ON THE UNDERSIDE EXTERIOR OF ROOF DECK GE 1 EXPOSED EAVE SCALE 3 I� i' II 1 II li LJ ----------------TT [�.� 11 II .I II I L_.J PROPOSED ROOF PLAN SCALENORTH +d 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 626,689.9363 (E) mlchaei@mplusd.net dannl@mplusd.net CLIENT/OWNER: JESSICA WANG I STEVEN TSAO PROJECT: 1818 BRONZE KNOLL PROJECT ADDRESS: 1818 BRONZE KNOLL RD DIAMOND BAR, CA 81765 JOB NUMBER: 16 -11 -BRONZE KNOLL CONSULTANTS: STRUCTURAL ENGINEER KR STRUCTURAL ENGINEERING, INC. ADDRESS: 38557TH ST. N304 LOS ANGELES, CA GOODS TEL: 81B 378.7173 310. 488.7282 MEP ENGINEER PERFECT DESIGN 8 ENGINEERING ADDRESS: 2418 W. VALLEY BLVD. ALHAMBRA, CA 81883 TEL: 6262898808 ISSUED FOR: REVIEW DG.D7,1G, 2 3 4 5 no. revlslonnssue: date NId.tl4,Y.anJ eulYU llwv,t.rp M1,.wmutl. vl Vptltivpn rtmVY, Yr.Pmp.nYplrYr paOYid �uNa�.1M1.V.r.b4. u..d anIYVAN I.ep.prlp Ws wgKr, wmnr...,.wlpomm,..o-,,,.me..l ro-ro-.e, :Yu:wr:.aa:eiwmimeriuu„i:�u :o-„mtlw epmpbu pp o-1 m. m n pr r.,,,mw,m, d rm p.a. SCALE: AS NOTED DATE: 06,25.2016 DRAWN BY: M.W. I D.X. SHEET TITLE: EXIST. ROOF PLAN PROPOSED ROOF PLAN EAVE DETAIL SHEET NUMBER: A5 '1W I k" 110" V , Uzi 0, PC" W, UTC] : 1,011111170 1 V A �: NJ ; 3' 1 CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: zMauffe-17.1w CASE/FILE NUMBER: PROJECT LOCATION: ZONING DISTRICT: PROPERTY OWNER: I 1 '14 111 i I I W November 8, 2016 Development Review No. PL2015-19 22105 Rim Fire Lane Diamond Bar, CA 91765 (APN 8713-010-030) Rural Residential (RR) Rural Residential (RR) Rim Fire Lane LLC 15647 Village Dr. Victorville, CA 92394 Douglas Andresen 17087 Orange Way Fontana, CA 92335 The applicant is requesting approval of a Development Review (DR) application to construct a 9,497 square -foot single-family residence with 1,117 square feet of garage area, and 6,992 square feet of patio/balcony area. Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-19, based on the findings of Diamond Bar Municipal Code (DBMC) Sections 22.48, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), at the terminus of the cul-de-sac of Rim Fire Lane, west of Wagon Train Lane. The irregularly shaped property is undeveloped and slopes downward from the street at a 44 percent average slope to the rear of the parcel. There are 28 protected trees located at the rear of the property—located approximately 70 feet from the construction area—that will not be affected by the proposed grading or construction. There are four California black walnut trees—with a diameter at breast height (DBH)l of less than eight inches—located at the front of the property which- will be removed. Native oak, walnut, sycamore, and willow trees with a DBH of eight inches or greater are defined as protected trees per Diamond Bar Municipal Code (DBMC) Section 22.38.030 (1). Therefore, the four California black walnut trees that will be removed are not considered protected trees. Although the applicant is not required. The applicant will be replacing the walnut trees at a three to one ratio throughout the property. The property is legally described as Lot 36 of Tract No. 30578, and the Assessor's Parcel Number (APN) is 8713-010-030. Site Plan The property's gross lot area is 114,158 square feet (2.62 acres), which includes a private street easement for Rim Fire Lane ranging between 28 and 44 feet in width along its frontage. Additionally, a 1.24 acre Restricted Use Area (RUA) and 0.11 acre Flood Hazard Area (FHA) are located at the rear of the property adjacent to the property to the east. The property's net buildable area (i.e., minus all easements) is 50,530 square feet (1.16 acres). The proposed house is situated toward the front of the lot at a minimum of 30 feet from the edge of the private street easement line. There is a long, descending driveway that runs along the private street easement that leads to the garage and parking court located below street grade. A proposed pedestrian bridge leads from the street to the main entry of the house. There are two sets of stairs at the street: one that leads to the parking court, and another that runs along the side of the proposed house to the rear yard. A block wall enclosure with railing— to screen air conditioning condenser units is located at the east side of the house. A 25 -foot. pad is located at the rear of the house to comply with rear setback requirements for a house with a descending slope. Gradinq Plan The applicant is proposing to cut 1,921 cubic yards of soil and fill 1,608 cubic yards of soil to create a building pad. Therefore, 313 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require 20 to 32 total truck trips. The applicant is proposing six, four -foot high, tiered retaining walls at the rear of the house, to accommodate the building pad. All exposed portions of retaining walls will be of tan split face block. I The diameter at breast height (D13H) is defined as the diameter of a tree trunk measured in inches at the height of 4.5 feet at the average point of the natural grade or existing grade adjacent to the trunk. If a tree splits into multiple trunks below 45 feet, the trunk is measured at its most narrow point beneath the split [DBIVIC Section 22.80.050] Development Review No. PL 2015-19 Page 2 of 9 Architecture The proposed five -level house's floor plan is comprised of the following components: PROJECT SUMMARY Living Area Basement (First) Level 1,604 Children's (Second) Level' 2,604 Garage/Master Bedroom (Third) Level 2,177 Main Entry (Fourth) Level 3,112 Total Living Area 9,497 Garage/Deck/Balcony Area 3 -Car Garage 1,117 Roof Deck (Fifth) Level 1,646 Balcony/Deck Area 5,276 Total Garage/Deck/Balcony Area 8,039 I TOTAL FLOOR AREA 17,536 1 The proposed house consists of the following: ® First (Basement) level: gym/home theater room, bathroom, storage room, and mechanical room; • Second (Children's) level: game room, safe room, laundry room, two bedrooms (with walk-in closets and bathrooms), guest suite, and bathroom; ® Third (Garage/Master Bedroom) level: master suite, den, bathroom, and garage; ® Fourth (Street) Level: foyer, living room, dining room, family room, kitchen, breakfast, pantry, butler's pantry, and two powder rooms; ® Fifth (Roof Deck) Level: covered roof deck with a bathroom and outdoor kitchen; and ® An elevator providing access to all levels. The applicant is proposing 6,922 square feet of balcony and deck area throughout the five levels of the residence. The height of the building is 35 feet, measured from the finished grade to the highest'point of the roofline. The architectural style of the home is contemporary with concrete tile roofs, stucco, cultured ledgestone, glass balcony railings and large patio and deck areas. On January 8, 2015, the applicant obtained approval from The Diamond Bar Country Estates Architectural Committee. Development Review No. PL 2015-19 Page 3 of 9 W=0 The following table describes the surrounding land uses located adjacent to the subject property: Site (Plan View) Aerial Development Review No. PL 2015-19 Page 4 of 9 Project Site Adjacent Property to West Irrignir Adjacent Property to East I The proposed project requires Planning Commission review and approval of a Development Review (DR) application. The analysis that follows provides the basis for staffs recommendation to approve the DR application. New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. Development Review No. PL 2015-19 Page 5 of 9 As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: slope. Architectural Features, Colors, and Materials: The architectural style is Contemporary and will include elements such as concrete roof tiles, large eave overhangs, glass balcony and deck railings, and earth -toned stucco and cultured ledgestone to highlight architectural details. The architect is proposing large, vertical columns with stone veneer that flare out from the finished grades to support the proposed balconies. The architect designed the residence with expansive balconies and decks throughout the four levels to take advantage of the various views of the San Gabriel Valley and the mountains. Proposed Front Elevation Development Review No. PL 2015-19 Page 6 of 9 Landscaping: Effective landscape design should serve the dual purpose of intrinsically enhancing a project setting, as well as integrating the landscaping into the overall architectural design. Staff finds the proposed plant palette to be diverse, and the plant selections are compatible with Southern California native landscapes. The applicant is proposing a variety of trees to be planted throughout the property, including: 24 -inch box marina strawberry trees and 10 -inch queen palms along the street frontage and 24 -inch box coast live oak trees in the side yard. The applicant is also proposing twelve, one - inch caliper California black walnut trees throughout the rear yard to replace the four California black walnut trees that will be removed at the front of the property. 'Additionally, 5 -gallon dwarf bottlebrush and agave shrubs and one -gallon yankee point ceonthus groundcover are proposed throughout the front and side yards. Existing landscaping located at the rear of the property will remain, including the 28 black walnut trees. Overall, all landscaping will be drought tolerant and non-invasive species to minimize irrigation and reduce the area of turf and sod ground cover planting. The project is required to comply with the City's Water Efficient Landscaping Ordinance, and compliance will be verified during building plan check and final inspections. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet; The project is terraced on split-level pads. From the street view, the building has an appearance of a two-story structure, but the rear of the building steps down to five levels; and Earth tone building materials and color schemes are used that blend in with the natural landscape. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. L*�- 110-ni =7, � The proposed project complies with the goals and objectives as set forth in the adopted General Plan and designed to be compatible with the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views from adjacent properties since the adjacent houses to the east has a view to the north and the property to the west has views to north, west, and south. Development Review No. PL 2015-19 Page 7 of 9 The proposed house is comparable in mass and scale to existing homes on similar lots in The Country Estates. The architecture in The Country is eclectic, and includes a variety of architectural designs. In addition, the house will appear as a two-story home since the third, second, and basement levels are below street grade. The scale and proportions of the proposed home are well balanced and appropriate for the site. In sum, the proposed project fits the character of the neighborhood on which it is proposed. The project incorporates the principles of the City's Residential Design Guidelines as follows: * The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; ® A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; ® The proposed new single-family residence is appropriate in mass and scale to the site; ® Elevations are treated with detailed architectural elements; Roof lines are representative of the design and scale of the structure and relate to the vertical and horizontal articulation of the building forms; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; Large wall expanses without windows or doors are avoided; The exterior finish materials and colors blend with the natural environment; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. V, Le I I M Z Ue J; 01 --14 1 M a;_ MZ_ff' M On October 26, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On October 28, 2016, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Development Review No. PL 2015-19 Page 8 of 9 Public Comments Received No comments have been received as of the publication date of this report. This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: Natalior. EsLknoz Assistant Plamer Attachments: 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Color and Material Board 3. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review No. PL 2015-19 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. -2016-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-19 TO CONSTRUCT A 9,497 SQUARE -FOOT SINGLE-FAMILY RESIDENCE WITH 1,117 SQUARE FEET OF GARAGE AREA, AND 6,992 SQUARE FEET OF PATIO/BALCONY AREA ON A 2.62 GROSS ACRE (114,158 GROSS SQUARE - FOOT) LOT LOCATED AT 22105 RIM FIRE LANE, DIAMOND BAR, CA 91765 (APN 8713-010-030). A. RECITALS 1 The property owner, Rim Fire Lane LLC, and applicant, Douglas Andresen, have filed an application for Development Review No. PL2015-19 to construct a 9,497 square -foot single-family, residence with 1,117 square feet of garage area, and 6,992 square feet of patio/balcony area located at 22105 Rim Fire Lane, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 114,158 gross square feet (2.62 gross acres). it is located in. the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal description of the subject property is Lot 36 of Tract No. 30578. The Assessor's Parcel Number is 8713-010-030. 4. On October 26, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Also, public notices were posted at the project site and the City's three designated community posting sites. On October 28, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily, Bulletin newspapers. 5. On November 8, 2016, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1 The Planning commission hereby specifically finds that all of the facts set forth in -the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.04 The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and deve-lopment standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 9,497 square -foot single-family residence with 1,117 square feet of garage area, and 6,992 square feet of patio/balcony area is consistent with the City's General Plan, Design Guidelines and development *standards. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as concrete the roofs; stucco; cultured ledgestone; glass balcony railings; large patio and deck areas; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project 'site is designed for a single-family home and the surrounding uses are also single-family homes. 2 PC Resolution No. 2016 -XX The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The proposed house is comparable in mass and scale to existing homes on similar lots in The Country Estates. The architecture in The Country is eclectic, and includes a variety of architectural designs. The new house will not be intrusive to neighboring homes and will not block existing views from adjacent properties since the adjacent house to the east has a view to the north and the house to the west has a view to the north, west, and south. The house will appear as a two-story home from the street since the third, second, and basement levels are located below the street grade. The scale and proportions. of the proposed home are well balanced and appropriate for the site and will maintain and enhance the harmonious development in the neighborhood. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing; The architectural style of the home is described as contemporary with concrete roof tiles, large eave overhangs, glass deck and balcony railings, earth -toned stucco and cultured ledgestone to highlight architectural details. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. The scale and proportions of the proposed home are well balanced and appropriate for the site. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. 3 PC Resolution No. 2016 -XX Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1 Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be decorative block or to match the proposed exterior finishes of the house, as applicable and shown on approved plans. 3. 1 Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval. 4. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape and irrigation plans shall comply with the updated Water Efficient Landscaping Ordinance. 5. Standard . Conditions. The . applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Rim Fire Lane LLC, 15647 Village Drive, Victorville, CA 92394 and applicant Douglas Andresen, 17087 Orange Way, Fontana, CA 92335. 4 PC Resolution No. 2016 -XX APPROVED AND ADOPTED THIS 8th DAY OF NOVEMBER 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. By: Jennifer Mahlke, Chairperson 1, Greg Gubman, Planning Commission Secretary, do a fgoesolution was duly introduced, passed, and adopted, at regular meeting of the Planning Commission held on the 8th day of November, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners* ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 PC Resolution No. 2016 -XX i I Irrig'''M � T 0''x MIMI' I USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AN1 REMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-19 SUBJECT: To construct a 9,497 square -foot single-family residence with 1,117 square feet OL garage, and quare feet of _area patio/balcony area, PROPERTY Rim Fire Lane LLC OWNER: 15647 Village Dr. Victorville, CA 92394 APPLICANT: Douglas Andresen 17087 Orange Way Fontana, CA 92335 LOCATION: 22105 Rim Fire Ln Diamond Bari CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. 1. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review No. PL2015-19 brought within the time. period provided by Government Code Section 66499.37, In the event the city and/or its officers, agents and employees are made a party of any such action: 6 PC2016-XX (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the city its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2015-19, at the City of Diamond Bar Community Development Department, their affidavit stating ing that they are aware of and agree to accept .all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2016 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 7 PC2016-XX 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., or at any time on Sundays or holidays. 11. The property ownerlapplicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, I and the Fire Department. B. FEES/DEPOSITS 1 Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation igation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1 The approval of Development Review No. PL2015-19 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. D. SITE DEVELOPMENT 1 This approval is to construct a 9,497 square -foot single-family residence with 1,117 square feet of garage area, and 6,992 square feet of patio and deck area at 22105 Rim Fire Lane, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 8 PC2016-XX 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non- compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non- compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 9 PC2016-XX 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire- resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 10 PC2016-XX 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. APPLICANT SHALL CONTACT THE PULIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE BFOLLOWING CONDITIONS: A. GENERAL 1. Applicant shall follow special requirements as required by the City Engineer for construction in a Restricted Use Area. No portion of the habitable structure shall be located in the Restricted Use Area and a Covenant and Agreement to construct in a Restricted Use Area shall be recorded and returned to the City prior to the issuance ,of any grading or retaining wall permits. Site Plan should include Restricted Use Area dimensions. 2. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. Please refer to City handouts. 3. In compliance with the City's Low Impct Dvelopment (LID) requirements pursuant to the 2012 Municipaal Sepaerate Storm Sewer 11 PC2016-XX System (MS4) Permit issued by the California Regional Water Quality, the applicant shall provide following mitigation measures to the satisfaction of the City Engineer: Conserve natural areas; Protect slopes and channels; Provide storm drain system stenciling and signage; (iv) Direct roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and (v) Direct surface flow to vegetated areas before discharge, unless the diversion would result in slope instability. 4. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1 Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. 2. Upon approval of the geotechnical report, the applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to City Code Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 12 PC2016-XX �*J 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the fenced area shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 20 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. '9. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. 10. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 11. Prior to the issuance of building permits, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 12. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 13. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 13 PC2016-XX 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer and Los Angeles Public Works Department. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for Cal Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. 3. only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. B. PLAN CHECK — ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 5. "Separate permits are required for retaining walls, fences over 6' in height, and entry gates" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 14 PC2016-XX 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. C. Eaves shall be protected. non-combustible. d. Exterior construction shall be one-hour or non-com e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 9. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review ,and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 11. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 12. Light and ventilation shall comply with CBC 1203 and 1205. C. PERMIT — ITEMS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE 1 Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 2. Prior to building permit issuance, all school district fees shall be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 15 1 PC2016-XX 3. Submit grading plans clearly showing all finish elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. 4. Private property sewer system shall be approved by the Los Angeles County Sanitation District. 5. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 6. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION Fire sprinklers are required for new single family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 2. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 3. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by . such permit is 'commenced within one -hundred -eighty (180) days after permit issuance, and if a.successful inspection has not been obtained from the building official within one -hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 4. Construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work shall be conducted Monday — Saturday between the hours of 7:00 a.m. and 7:00 p.m. 5. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 6. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 16 PC2016-XX 7. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 8. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 9. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 10. The location of property lines and building pad may require a survey to be determined by the building inspection during foundation and/or frame inspection. 11. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.di.galert.org. 12. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 13. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 14. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 15. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 16. Decks, roofs, and other flat surfaces shall slope at least 1/4"/ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 17. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. ME 17 PC2016-XX ��LJILJII ukw'` 1N WIN segae„ro o/o,nlo6,ga srqueoxo/D..ft,g. D—HpNon _� _v__ -) HATARD10001,11,11,11,11, Proposed Custom Home For: .Ilion Fire Lane LLC 22105 Rim Fire Lane, Diamond Bar, CA 91765 Srgoence OjDro,ernga Name Sequence OfDrnmbrge NRmber Descrl tion �— Nao,6er De i Non P1 Details mJ 510J)5T GUNNY Ll1O E-1 itl Fbm Elactl#alflan RT 50.1 DataOs DOWI, Nan4lving Area 1E3 EJ 2na Fbvr Elactrtal Plan ]N FMm EIrMnmi Ren SPT Dvtalls GNPNGE WAY E4 41RFem ElecVlcei Plan CONTACT: Dewle Main Covered Entry Ed RON Duch ElednwlPbn a- aD4 SDS Detaes Decals IN., Gan—ivl Wive aD8 Deleps N -T GeFanl Win Gamrel Wtes SP7 Details NJ M -t itl Fbm MxJettlml %an LOFT Carrtal'1lmi GmtluTl Ren M�2 2n4Fbm Mttlarsul Ron TCFT Carvxphmi Getlnq Ren MJ lb Fbm MeeNNW Pen L•1 Lertlert Ren HATARD10001,11,11,11,11, Proposed Custom Home For: .Ilion Fire Lane LLC 22105 Rim Fire Lane, Diamond Bar, CA 91765 �./� � � ♦ Di♦i♦i♦i♦iii♦i♦i♦i iii♦i♦i'i♦i •• ""' �p�E • �t i �i't� ♦♦♦♦�♦♦♦♦♦O♦♦♦ . • . •♦Opp•♦♦4�♦♦ + „i��s �!!♦p♦i�i�i♦i�i�i♦i♦i♦i♦pi♦i♦i♦pi♦i♦i♦iii '�....�,''!�—•�"� +� ��� �I pi♦iii♦i♦i♦iii♦iii♦i♦i♦i♦i♦pi♦i0♦i♦i + a'+'' "'�'� � t� '00♦p ♦i'i♦i♦i♦i♦i♦pi♦Oip♦i�i�i0♦i♦ �'""'�r^ . 1,5'I �,M �♦ f . i 7 ��` � j :mow ( _' �� '<'r�'I r'• . ¢ E ! Area Schedule ProjectlnJon„atmn Name A ea OANER: RIMFIRELANELLC 15041 VILLAGE M. Main Entry -Level Four YIGTDRVI LE. CA 9T594 CONTACT: mJ 510J)5T GUNNY Ll1O Children's•Level 7lvo 2603 SF FNWECT FtORE55: 21105Rio FI LANE. Nan4lving Area DIAMOfdIBAR. CA01105 n ARCHITECT: ANERESENARCHRECURE1NC Main Entry West Balcony GNPNGE WAY Main Entry North Balcony FUNT (acap 1 as62110 1969 ]AN.E CONTACT: ODIA PNGRESEN Main Covered Entry tlpp tara14ectcmn cNIL TRRECHENGINEERWGJSaOCiATESiNC 3 Car Garage N. Master Bed Balcony SA GmO_. SIBLVD. tee GABRIEL CA 9IT/5 Bp S)0.1Bte CONTACT: JOHN WMX3 Chlldren's Slolage Wo Menvicelnmm Walk -out Children's Level Area 226 SF LANOSCAF£PAGHRECT: Im5s. STR ETNIM NTE9 I 158 a SEh_Da,Q _ SPN BERNAflDiND, CA 61460 1909 0065560 CONTACT: RICHNiDFOFE D KonnW GOILENGINEER T.KENGI—INGGROLP Salt ARDENTDRNE EL MCNTE CA 91]01 162615)&]856 CONTACT: REPOTI't 1}13GFG REPORT DATE: AILYaTotl —_---_----- Buridtng Data APN: er—a— -- Z NG: RURALRESIDENT -•RR OCCIRANCY: GR-,R,U., --- CGNSMUGTION TYPE Ve FNESRnNNLER3: REQUIRED.FIRESPRWRLER CONTRACTOR SHALL—IT DETAILED PLANS AND CALOU LATONG TO TE FlRE AGENCY FOR APPROVAL PR IOR TOINaTALLATION LL-0AL DESCRIPh LOT 66 CFTRACTNQa_a,,INTHE CRY CFOtAMCND fiAA, W1M1'YOFI.GU ANGELES,STATEOFCAL MNIAASFERMAPRE DMINBOON705 PAGES t.4OF MAPS, W THE OFFICE CFTHE COUNtt RECORDER OF BND PAGES I PROJECTOE6CRIPnON: FRO'+OSE00,a915QFT. OJSTOM HOME NDIAMOND BAA WR714 BEDROOMS, 6111 6ATHa ANDAGCM GARAGE �./� � � ♦ Di♦i♦i♦i♦iii♦i♦i♦i iii♦i♦i'i♦i •• ""' �p�E • �t i �i't� ♦♦♦♦�♦♦♦♦♦O♦♦♦ . • . •♦Opp•♦♦4�♦♦ + „i��s �!!♦p♦i�i�i♦i�i�i♦i♦i♦i♦pi♦i♦i♦pi♦i♦i♦iii '�....�,''!�—•�"� +� ��� �I pi♦iii♦i♦i♦iii♦iii♦i♦i♦i♦i♦pi♦i0♦i♦i + a'+'' "'�'� � t� '00♦p ♦i'i♦i♦i♦i♦i♦pi♦Oip♦i�i�i0♦i♦ �'""'�r^ . 1,5'I �,M �♦ f . i 7 ��` � j :mow ( _' �� '<'r�'I r'• . ¢ E ! Area Schedule Name A ea IJvInB Ares Main Entry -Level Four 3112 SF Gamgel Master Bed -Level Three 2177 SF Children's•Level 7lvo 2603 SF Walk -out Basement -Level One 16tH SF Nan4lving Area 9497 SF Roof Deck 1643 SF Main Entry West Balcony 466 SF Main Entry North Balcony 932 SF Main Entry East Balcony 333 SF Main Covered Entry 141 SF Living Room Balcony 40 SF 3 Car Garage 1117 SF Master Bed Balcony 1210 SF Children's Balcony 1835F Chlldren's Slolage 6805F Walk -out Children's Level Area 226 SF Walkwut Basement Palle Area 7W75F 8039 SF ~ �'� '' r5 4 Y% 4•GG •$ Ay '4 1305 ,rl is •rr! 1 "S ,+ f o - Mz_I CATCH BAS W CAN \ CONSTRLOI'IW` % mfi• ,- -. ` wM w DuMPsrER 4aor •to is qv--- 1 ViCinipj Matt RROrEcrsrrE .+lr 2 t1 a 0.??I 2506 �4a0' \ / + AREAANALYSIS PRIVATES ro 1n. «•: `�--\ It .1.115. JCI TOTAL LOTAREA: 114,158SF(2.62AC) STREET O4 1 TOTALCOVERED: 6,2365E �, N%1'gY r Proposed Cusforrl Honte For. LOT COVERAGE: S.46% /� '� NDO•iJ iSW / 9298 -cL-. _ _ "` Rim Fire Lane LLC - - 21105 Rim Fire Irene Diamm�d Be,.CA 91765 \ RIM PI_,_�,�RE LgNE I --_-_ 12 Jan. 2015 aFe6Gz016 PLANNING NOTES � �-....,,, 1611! Plan Notes 13_1676 12 t. 2016 GP cAt.t� 1. PER ARBORIST REPORT, RELOCATE EXISTING 2'-0• PALMTREE 15+.66 TO THE NEW LANDSCAPING FOR THE PROPOSED RESIDENCE 1.26 EY4SnNG ta'A•WDE Vfatil'EASEMENT TOREMNN 2. PER ARBORIST REPORT PLANT 12 WALNUT TREES (MINIMUMS TW EYJanNCi SINGL.0E UT RESINS ENTOR .. FEET IN HEIGHT AND I -INCH CALIPER AT 3.1 RATIO FOR THE _ .•.•...-__ HOUT ANY REQUIREMENTS FOR Q .. .. .•••..,. ,..-,A •-.._.__ ... '-......._..—.. _.......- A Site 2306 EXISTNGPAUA1pEE ANO ROOF bYmEM TORE RELOCATED TO R ......-__.... -'i. REMOVED EXISTING WALNUT TREES. _ _-DIAMETERAT 3 ALLOTHERTREESCANBEflEMOVEDWfIHINRESIOENTIA BE REMOVED Site flan DEVELOPMENT WR _"_...........__. _ RELOCATION. ....�' ,?..:. ._.._. 2306 FlNALLOCATIXJCP EJUSTIN3 PALM TREE _ :_: _. _. HEGENHEIGHTOF WALL 4240 EMSTNOCONCRETE8LOCII—TORE1. . CO2009 DW4 ArUFESEx, AFExIIEC, EnFFEssLv PESE1.1'E9 rns Uh»nN 1A enR .1 Aro Oi,EP PM�PEP ., x9. T1ESE RArfi ipF Ini in pE FERnOncEO. Dux.�Ee M [nPEp IN AN, FOFn nF H4taGF vm415vEVEP, MIF eRE txEv ,n pE a59t�irrFp in AnF ,xiED vAF,Y xin. F11 n n1EN PEMI99IF,N aro cnrafns nF W.., Ar 1EN, _'Eel. 15.400 __NU RREHYDRAt4T 8'APa T-tN27 TOREMAN 10.22E E%IanNG N'MYMANeiOLETOREht N NIPPON tam FA �� �,� ® '" .ice ot Ra 2 mmml �' // �._'� '' /r _ / I �-�- orf WE . ®®!'�'.: y i ,1•x;0, � ,; I r _� �- � I a P. A C., Pp—d Oot�m H— Fm Rim Fire Lane LLC M05 Rh. Fkc� d &,, CA 91765 4.106,1 General. Preservation and use of available nmuml msemr as shall be mecomplished through evalua0on and c arm- ful planning to minimize negative effects on the site and adjo- cent areas. Pmurvation of slopes, management of stnnn coma drainage and erosion controls shall comply with this section. 4.1062 Storm water drainage and retention during can• struellon. Projects which disturb less than one acres of soil and aro not pan of a larger common plan of devalupmem which In total disturbs one acro or mom, shall manage storm water drainage during construction. In order to mnnugn sror m water drainage during construction. one or mom of the fulinwing mosums shall beimplemented to prevent flooding of rldjacem property, pievent erosion and main soil mnaf on the site. 1. Ramadan basins or sufficient size shalt be utilized to main stun water on the site, 2. Whom strum warerisconveyed toapublic dainagosys- win collection poipt, guitar or similar disposal method, water shall be filleted by use of a bariersystrm, wattles Other method approved by the caroming agency: 3. Compliance with a lawfully enacted sromt water man- agcmcnt onlinnow, 4. t063 Grading and prying, Construction plans shall indi- ante how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples ormethods tomenago surface wo.rinclude, but am .of limited to, the following: I. Sondes 2. Water collection and disposal systems 3. French drain 4. Water saltation gardens 5. Other water mcasi;ms which keep surface water away from buildbhgs and old in groundwater recharge. Eruption: Additions and alicutdos not alluring the dmin- age path. CHAPTER4 RESIDENTIAL MANDATORY MEASURES Didden 4.2-ENERGYEFFIC'fENCY SECTION4.201 GENERAL > 4201.1 Scope. For die purposes of mandatory enemy cut - _q stnnderels in this aerie the California Energy Commis. don will continue to Lents manderory su ndents. SECTION 4.303 INDOOR WATER USE 4.303.1 Water conserving plumbing fixtures and fittings, Plumbing frstums (water clouts and utinals) and Itnings (fau- cets and showerheads) shall comply with The foliowlagt 4303.1.1 Water closets, The efectivc nosh volume of all water closets shall not exceed 1.28 gallons per doubt. 'thnk-typewataclosets shall becertified to theperfsm -neo criteria of the U.S. EPA WaterSenm Spccificstion fm Tank -type Toilets. Notet The effective flush volume of dual flush moms is defined as die composite, average flush volume of two reduced flushes and one full flush. 4303.1.2 Urinals. The efecdve nosh vrolume of udanis shall not exceed 0.5 gallons pa flush. 4303.13 Sbowerbeads. 4303:13.1 Single showerhead. Sh.uerhtads shall have a Tm sfmwn flow role of not mom than 2.0 gallons per minute at 80 psi. Showerhaads sheilbecenified to the performance crileriaof the U.S. EPA WaterSens, Spccl- nation for Showerhezds. 4.303.1.3.2 Multiple showencads serving one shower. When a shower is staved by mom than one showerhead, the combined flow min of all show'erhwds and/or other shower oudets controlled by a single valve shall not asserted 3.0 gallons per minute at 80 psi, or the shower shall be designed to allow only ane showeroutict to be in operation at a time. Nome A hand-held shower shall he considered a showcrfiead 4303JA Faucets. 4303.1.4,1 Residentiallavatory faucets. The maxi- mum now etc or msidemiN lavatory faucets sholl not exceed 15 gallons per minute at 60 psi. The minimum flow rote of residential lavatory faucets shall not be less Thus 0.8 Aullons Per minute at 20 mi. 4303.1.42 Lavatory faucets In common unit public we areas. The maximum flow min of lavatory faucets installed in common and public use ams (outside of dwellings arstaping units) in residential buildings shun not exceed 0.5 gallons par minute at 60 psi. 4.303.1A.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver mom than 0.25 folios per cyclo, 4303.1.44 Kitchen fau.ts.The maximum flow role of kitchen faucets shall notexceed 1.8 gallons per minute of 60 psi. Kitchen frects may tempamrRy increase the flow above die maximum mte, but not to exceed 2.2 gal- lons parmtnumat 60 psi, and matt default to it msimum flow etc of 1.8 gall... parminum at 60 psL Nom; Whom complying faucets am unavailable, aer- mum or other means may be used to aehieve mduc- lion 4.303.2 Standards for plumbing Grammes and fittings. Plumbing fixtures and Fillings shall be installed in accordance with the Califom)uPlunbing Code, and shall mecithe applicu- tile standards mltunad in Thble 1401.1 of the Califnmia Plumbing Code. SECTION 4.304 OUTDOOR WATER USE 4.304.1 Irrigation crnimllem. Automatic irrigation *stent controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather-orsoll moism a -b -sed con - trailers that aulorsOcany adjust irrigation in response, to changes 1. plana' Heals as weather conditions change. 2. Weather -baso l controllers without integral rain sensors orcommunication systems?but =count for local mdnfall shall hove a separate wired re wireless min sensor which connects or communicates whh the controller(s). Soil maistum-bused controllem am not required to have min sensor input Note: Moro information regarding irrigation controller function and spwifhcatias is available firm the Irrigation Assooiadon. Division 4.4 - MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 Rodent proofing. Annular spaces mound pipes, elec-tric cables, conduits or other openings in solullmllom plates at exterior walls shill be pralwad against ilia passage of rodents by closing such openings with cement mono, concrete masonry or is similar method owepl,-bles . the enfoicmg agency. SECTION 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 Construction wase norm nge cent. Recycle and/or bui- wilefor reuse a minimum of50(oment ofUra no rlmmrdourcoo- sanction and demolition waste In acconhmce with eith rSection 4.408.2, 4.408.3 or 4.408.4, or mat a room atringert local coo- revenues and demolition waste managamart ordinance. Exceplioss L Excavated soil and land -clewing debris. 4408.2 Cnsiruclton waste uncongenial pin.. Submit a construction waste management pian in confornana with Items 1 through 5. The conservation waste management pian shall be updated as necessary and shall he available Suring con- stmction for examination by the caroming agency. 1. Identify the constmc0on and demolition waste materials in be divened from disposal by recycling, muse on the project or salvage, for fusion use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (sourcasepamted) or hulk mixed (single stretun). 3. Identify divemiun facilities whose the construction and demolition waste material will be taken. 4. Identify consWalion methods employed to induce the nmountofemiswctionend demolitionwasmgenerated. 5. Specify that the amount of.nsimction and demolition wast. materials dbaded shall be calculated by weight or volume, but not by both. 4.408,3 Waste management company. Utilize, a waste man- agement company, approved by the refnreing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material dinned from the landfill compllcs with Section 4.408.1. Note: The ownerarcontmctor may make the determination If the construction and demolition waste matedals will be invented by a waste management company. 4.408.4 Waste a(-. reduction alternative. Projects that generate a total combined weight ofconstruclion and demolk tion waste disposed orin hmdfiils, which do not exceed four (4) Ilei./sq. it of the building mea shall meet the minimurn 50 per- cent construction waste reduction requhemont in Section 4.408.1. 4.408A.1 Waste stria m reduction alternative. (IiRj Pro - jars that generate a total combined weight of conswction and demolition wrote disposed of in landfills, which do not exceed two (2) pounds per square foot of the building aaen, shalt meet tiro minimum 50 -percent animation waste reduction requirement in Section 4.408.1. 4.4085 Documentation. Documentarian shall be provided to thewfarcing agency which demonstmom compliance with Sec. lion .4.408.2, Itans 1 through 5, Section 4.408.3 or Section 4.406.4, Nota: 1. Sample forms found in "A Guide to the Califnmin Omen Building Standards Code (Residential)" located at www,hcil-govfCALGmen.hlml maybe sed to assist in documenting compliance with this section. 2. Mixed construction and demolitiondebris(C&D)pro- wisom can be bated at the California Department of Responses Recycling and R& -,y (Calnecycl.). SECTION 4.409 LIFE CYCLE ASSESSMENT (Reserved) SECTION 4.410 BUILDING MAINTENANCE AND OPERATION 4410.1 Operation and mninlenance manual. At the time of final inspection, a manual, compact disc, weh-bused reference or Use, mead. vaeptubic to the aft ing agency which includes all of die following shall he placed in the building: 1. Directions to the owner or occupant that the manual shot remain with the building throughout the life cycle of the sinm um. 2. Operation andmainlenuse. instructions ford. follow. ing: a Equipment and appliances. including water -saving devices and systems, HVAC systems, water -beat- ing systems and other major appliances and equip - .=L b. Roof and yard drainage, including guttas and downspouts. a Spam conditioning systems, Includingcondenurs and air fillcn. d. Landscape irrigation systems. n Water reuse systems. 3. Information f.mlocal uWity, water and waste mer( cry providers on methods to funiter reduce msource cosumption, including recycle programs and loca- Sons. 4. Public truesponatioa sd/orearpool options available In the arca 5. Educational material an the positive impacts.fan into. rim relative humidity between 30-60 petard and what methods an n.uparrt may use in maintain the missive humidity level in that range. 5. Information about water- conserving landscape and irrigation design std controllers which conserve water. 7. Instructions for maintaining guitars and downspouts and the importance of diverting water at lout 5 fat away from the foundation. 8. Information an required routine maintenance ani sures, including, but not limited to, caulking. painting, grading around the building, em. 9. mformalivnabuulsmtesolacncrgyandincwtivnpro- grams available. 10. A copy of all special Inspection verifications reguimd by the ciffmcing agency orllds cruse. DivGfan 45- ENVIRONMENTAL QUALITY SECTION 4.503 FIREPLACES 4.503.1 General. Any installed gas fireplace, shall be a direct -vent sealed -combustion type. Any Installed wvadstow or panel stove shall comply with U.S. EPA Phase it emission limits where applicable. Wmdstoves, pellet stoves and Fire. places shall ulna comply with applicable local onOnowns. SECTION 4.504 POLLUTANT CONTROL 4.504.1 Covering of duct openings and protection or mechnnlwl equipment during construction. At the Oreo of mugh installation, during storage on the construction site and until ruin] startup ofthe hinting, cooling and ventilating equip- ment, all duct and other related air dlstdbuilon component openings shall he covered with Inge, plastic, sheelmetal or other methods acceptable to the enfamingagency to mluco the amnuntof water, dustanddebris, which may enter the system. 4504.2 Finish material pollutant control. Finish materials shall comply with this section. 4504,2,1 Adhesives, sealants red walks. Adhesive.-, sculanis and caulks used on the pmjwt shall meet the requircm.ts of the following standards unless mon strin- gent local or mgianal air pollution or as quality management didde odes apply: 1. Adhesives, adhesive bonding primers, adhesive prim- ers, sealants, sealant pritnen, and caulks shall comply with local orregionalairpollutioncontrolorairgsllty management district rales where applicable or SCAQMD Role 1168 VOC limits.. shown it -fable 4.504.1 or 4504.2, an applicable Such products also shallcompty with the Rule 1168 pmldhi0earm the uses of certain toxic compounds (chlomfomt, ethylene dichlodde meds Icne chloride, rchlococtit lane and Y epe Y trichloroethylene), except for aerosol produce, as specified In Subsection 2 below. 2. Aerosoladhesives.ndsmallaunitsimsofadhesivs, and student or caulking compounds (in sinter of pmd- act, less packaging, which do not wxigh mom than 1 pound Anddo notwnsisdofmomthan 16fluidounces) shalt comply with statewide VOC standards and other requirements, including limldbltions on me of cousin toxic..Pa.&, of Cidtfomi. Cade of Reg.laRans, Title 17, commencing with Section 94507. 4504.23 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table I of the ARB Architectural Suggested Control Mecum, us shown in Table 4.504.3, unless mom stringent local limits apply. The VOC content limit for coatings that do net meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coat- ingm a Flat, Nonflat orNoMat-high Gloss coating, based on its gloss, ns defined in subsections 4.21, 4.36, and 4.37 of the 2007 Calif main Air Resource- Bead. Suggested Control Memum, and the rorespooding flat, Nonflat or NaMnt-high Gloss VOC limit in Table 4.504.3 shall apply, 4504.2.3 Aerosol points and coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(3) and other rcquim.ents, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(2) and (d)(2) of California Code esfRAgulatiom,TTOe 17,wm- macing. with Section 94520; and in area- under the juris- diction of die Bay Arca Air Quality Management District additionally comply with the parent VOC by weight of Product limits of Regulation 8, Rule 49. 4.50424 VeriOLmlion.veririm ionofcompliuwwiththis section shalt be provided at the mquost of the cnfomdng agency. Documentation may include, but is not limited IS, the fallowing: I. Menufatura's product specification. 2. Field verifeadon of on-site product containers 2. Field verification of on-site product complacn. L Ilan oJherin bettor robooJ Jbsimliu subamna rogohu, the odh zed v witha. hlghesi VDConneat shill be Wowed 2 Fmeddidond Infn.udontegudinf methods inrtaAlum ib VOCeomem peelfled la this mhle. sm SwH Co., Air QwNy Metals -Deemer R.I. 1169. Grams 1. Grams of VOC per Hard "vet Ircimiing ouster sad Isolator sumpt compound'. 2 11-preifldRush, mailslnef.valso-udOral. WvWest in'ub'e• quem wlomm in the table. 3. Vdues to Hae Welt, m derived !rant thae 1P.66el by dal Cdifnmis A4 R-- Board, Amis hcmml Coadngr softened Control Moss ule. Felsvmy 1. 2009- Mom [.(-it. is sysllabb ft.. are At, R. - Red. a-, -feet., F 111 ; EVr rE55Ev .-is .:s Uunnn Lfx of-'nxl - oi„En -1 m a,ESE RStb, rr,W -1. ah£ In, res in 11-1.1to en -'s, It, nm mM nP M . vmErSnEVfn, too .. r„E'r m as <59irrrEa 1- - I- all -.1 11.1 mintrrma 1. Er- .111En FER, l5 res n1. so -or of en- 4eeaE5EN, Ass -rel. 4504.3 Carpet systems. All carpet installed in the building intotior shalt moet the resting mad product requirements are= of the following: 1. Carpet and Rug instilum's Gone Label Pius Program. 2. California Deportment of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Soumw Using Environmental Chambers,' Version LL February 2010 (also known as Specification 01350.) 3. NSF/ANS1140 at the Gold level. 4. Scientific Cenlfications Systems Indoor Adnestagera Gold. 4504.3.1 Carpet residues. All carpet cushion installed in the building Interim shall mem the mquimments of the Car- pet and Rug Instimte's Omen Label program. 45043.2 Carpel adhesive. All carper adhesive shall meet tht requirements of Table 4.504.1. 4504,4 Resilient flwdngsyslemr. Where resilient floating in (stalled, at lest 80 parent of Boor mea receiving msilient flooring shall wmply with one or atom of the following: t. VOC emission limits defined In the Collawrodtro for High Performance Schools (CHPS) High Performance Products Database. 2, Products compliant with CHPS critcua confined under the Greengard Children & Schools program. 3. Certincatfonunderthe Resilient HaorCoveringlnmitule (RFCI) FI-Sco a program, 4. Mauldin California DepanmentolTubiic Health,"Stan- danl Method For the Testing and Ewhisition of Volatile Organic Chemical Emissions from Indoor Sources Using Envimnmmtal Chamben,"Version I.I,Febnmry 2010 (also known s Specification 01350). 45045 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of die building shall maeUhe requirements for fa maldchydo a specified In ARB's Air Toxics Control Measure for Composite Woad (17 CCR 93120 at seg.), by or before the dates specified in those sec. tions, s shown in Table 4.504.5. TABLE 4.5045 FORMALDEHYDE LIMITS' Maximum Fannaldehydo Emicalom In Parte per Million PRODUCT _ T cuRRENTtmR Hard..]phlOWw cons, ......_.I 11.05 ilsdwwd wwd rum mise win I 0.05 pmJdrlxwJ net 7hlnlmWfumidcmt..� befterap'._...._.__I ni3_ d. Value' he this mole use dedrd fmm time speeiHd by the CWfomis Ah Reseonv Roeµ At, Tbxin Cuuwl sternum for Compodte Wood no vsie:l In orrealence whh ASTM B 1333, Fm Whi... I Infnnmdon-sea CalU ndaCodeeirluplmdom,Tlae i7,5oed-93i20shmuth93120.12. II zTUlnrr,mdwadrnarytmmerananme.ImmnmmLne..nrrin�rtitanm,> 45045.1 Documentation. Verification of compliance, with this section shall be provided as requested by the of timing agency. Documentation shall include at least one of the fol• lowing: 1. product certificatios and specifications. 2. Chain of.at dy wriificadons. 3. Productislmdedand invoiced atrading aeCompos- Im Wood Pmductstegulation (a.CCR,T l.17,Scc- don 93120, etseq.). 4. Exterior goods, produces marked an meeting the PS -1 or PS -2 standards of the Engineered Wood Associa- tion, the Australian AS/NZS 2269 or European 636 3S smndmds. 5. Other methods acceptable to the caroming agency. SECTION 4.505 INTERIOR MOISTURE CONTROL 4505.1 General. Buildings shall meet or exceed the provi- sions of the Cal forala Building Standards Cade. 4.505.2 Canaria slab foundations. Concrcm slab founda- dos required to have a vapor markrby the California Build- ing Code, Chapter 19 or comma slab -an -ground Boom required to have a vapor mmvler by the Califarn)a Residential Code, Chapter 5, stall also comply with this section. 45053.1 Capillary break. A capillary break shall be installed in compliance with at lest one of the following: L A4-inch-thick(101.6 min) base of inch (177 mm) or larger clean aggregate shall be provided with a vapor retarder in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional Information, sea American Comma Iasdtute, ACI 302.2R-06. 2. Other equivalent methods approved by the wfoming agency. 3. A slab design spaifted.by a named dalim pinta, shmid. 45053 Moisture content of building materials. Building materials with visible signs of water damage shall not be intalled. Wail and floorfmmingshall not be enclosed when the fuming members exceed 19-p:n:wt moisture content. Mois- tom watentshnilbeverifiedincompliance withthcheliowing: 1. Moisture content shall be determined with either a probe•type or contact -type moismm meter. Equivalent moisture verification methods may be approved by the caroming agency and aholl sallsfy mquiremmis fund in Section 101.8 of this tale. 2. Moistures readings shall be taken in a point 2 feet (610 used to 4 tat (1219 mint from the grade stamped end of each place m be verified: 3. At lout theta =deaf modatures mailings shall be per - Gamed a wall and Boor framing with documenmOan aemptu ds, In the enforcing agency provided of dm time of approval to enelou the wall and floor fanning. Isultubm produces which am visibly at car have a high moisture content shall be replaced or allowed to dry prior to enclosumin wallorflooretwitlea Wet -applied insulation prod. ucts shall follow the manufacti nzs' drying recommendalios prior to .notes=. SECTION 4.506 INDOOR AIR QUALITY AND EXHAUST 4506.1 Balhroum almost frau. Each bull,-. shall be mechanically ventilated and shall empty with the following: 1. Fess shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning n is component or a whole house ventilation system, fans must be controlled by a humid. Pty control. it. Humidity controls shall be capable of adjustment between a relative humidity range of15 50 percent to a maximum of 80 percent. A humidity control may utilize manual or autamufic means of adjust- ment. b. A humidity control may be a separate component to the exhaust fon and is not required to be integral (i.e, built-in). Nota: 1. Forthepurposesofthissection,abnthmnmisamom which contains a bathtub, shower, or tub/shows, combination. 2 Lighting integrnimbalhmomexhuast fasshul(cmn• ply with the Cal famfa Energy Code, SECTION 4.507 ENVIRONMENTAL COMFORT 4507.1 Reserved, 4507.2 Heading and air-conditioning system dredge. Hear- ing .,it air-conditioning systems shall he sized, designed and have their equipment selected sing the following methods: 1. The heat loss and host gni. is established acconfng to ANSUACCA 2 Mand I-2004 (Residential Load Col. culation), ASHRAE handbooks Or other equivalent design sunware or methods. 2. Duct systems are rind according to ANSUACCA 1 Manuel D-2009 (Resldemial DuctSysrems), ASHRAE handbooks or other equivalent design software m meth- ods. 3. Select hearing and cooling equipment according to ANSUACCA 3 Manual 5-2004 (Residential Equip- ment Selection) or other equivalent design sofnvae or methods. Exception: Use of alternate design temperatures necessary m ensure the systems Interior arc acceptable. C c A pem.eml Not -Rotation oma mei be mqulmd mmedi of any purled find Inspace-leurt8mb of ocolp.my. Sbposeltatke shall bo mndtenlwall Calllemb Buutlinp code Dt II. CONDITIONS OF APPROVAL The, WOOMng amntlnt .qulremenW anonk e. The Brading Ft. nhal ahav the b.tion of -y aminlro walls Fig.. 1005.3.1 -d California Rooldamial Coda R403.1.7. InmryoroWd Into the condition,of.pp-.t 3. DRAINAGE and the NewOons of N. top OR wall feunghomining and the finished grade on MN sides of Na Obtaining wall. Construction Foureaucho than provide a rNnkem distance In d"light A. Pinnnine Olvhlon rB00187g7034 detous for mWIneg wells shall be ohm an the guiding plan. 1. Light and vunUlatim at cofnPy with CSC 1203 and 1205. 1. As on-EAm utilities fuel be placed unde0round of rho Uma Of a Dablbd drainage aydtam NluneUon of Ne lel with cati C.ImInUons and dol.M of Obtaining wNIs had be submitted to IM Bulldlop wed fishy Divttbn fwroWew srq vpPmvel. 3. Pamdt-IWms required prior to building p.mtlt lssumco: davobpm"L aUenlbn b any hood he2o. eros Mall be submitted. All tllalnRushunog from the dwalapmeni aMU Bel from - d. COeW.m ItliviOes .Ininp Lha opemRon of any owls or 2. A4 of. ar gromdmwnt d medtonkM equlpmenl (seg. air L Aq.gepmenl atapinp.mae shall be WmWd an No pro)ed aha Stoolrgom0. vAudhg metoriola.ckp0o and oqulpmanitsm'pr a. Solid -.W managancom of construndmin material shad bmgwmts,. mryurti material omettlm per Diamond Be, mntlllionlrg, heatng, mnttibn ducb and .moot, wirer hoaam, be canv.y. W edjamnt parcoIs, union. that 1. Lee natural curve iron, that. nnokuad wilds A slot fust -high chain ink lance. M MUMdpol Code 8.15 o1 TRI.& Tho conert.1 snall.mpleta Oil sic), waste and image woos, sod Willy so rvima auto..,ai med been P. I. vlaw Wm abailno public etreat. and righb•oFw.y, and dralnagn.ulaa. a.tae palma In the (-it arae Wing be locked whatever to a.rcIRMAon took ml suporvioed. required forma and pay opplimbb IWOOMM Pilar to Pema vbutung mvi mead tar roaIdmM R or open sp.. uses. Including Is. Prior to the homns, of. grading pwmg, a complain hydrology a.The D. to p.mdl issuance. ag aeh.oi dread lona anti be views from obese tho aubjnd pro)act .UN with The mallou or taoenlnp endo edian, Ima.dahy. oto g. GObdhg sCaufami.l U. aubjed property shall be In -,due. with Nt ds ono. paid. Please obtain o form from IM MANOR antl Safety OMton et lolakndlrocUyWNe.mot aIsmd, eadp.rch0otl ieryla nubjta .pPrm'W by the' UIslomdln No SW."C"i(amlaWUa saliammon of the City Ergboar orad Las Angeles Pubic WOlkv Onpndmant Ma.agmert Ordeance old acceptable prodin Denting obsWcong with opaque eurtaeaR. tf Nor.In. dbtludoermWAlon churl intend wuh Ne tlasi. Wabhed end malnlvined h. Mug E um grads of tldvaweys sarvinp WgtlInp pad aroo. o. SUDmif Brading pies dourly thawing all Ml;h elavul'ona, d.inrgo, amt stoningwall b.lbnc. No bu0tlirg pOnnlW shot Iontle.pIng wean rat the dpp.priatoly p,.n t5 Pt.anl pace nano hackie arms d at with uBrad. o o eel bo lnw.d prior to so o pad mnlOcaUon. 3. FIRE PROTECTION STANDARDS 1. Central Conditions: doahoR satearned fm (5)pvlmntgendsor.mquimd d. Private property aewar syslom mnet'n.Mabe eppm+ad by ¢ Dev.bpm.nt nMl be oculi dad to reed. the potunlbl for o, At the flma of plop check mi nd al, plan..d conal.hag ctIon s .nfoom is cucand SNW and Laced Building Code 0.e„ 2013 by iho Cay Enpineer. prNewvyv with o taps or 15 percani eheq m.rpomte Braine, far Wdfan Into the muWebn. required Ne Las Anpebs County S.itnlba .proud ofbuthbm. Butter, Code rad. will apply) mquI=%W and nil by the Cly Engi.tr, o. AOMO 0.110.1m Is mquMd at butt t0 do" prior to any I. In Ns..afa.ngici,wnommamnnibla oPNNBI- L All abpos ahWl bo toedtd par I...- a plan muter fuel da..,.a. Proal of.9%,1l.n la mqulmd at "NOR Issuance. ora contained In the Uniform Building Code or In the am Iu aged. m.iOmUon pion with neUva gmises .r pbmiod kith ground I. All kodn. on Use job mall bo oov.rotl by workman'. rads, the mom restrict. provision. need Pronati. b. Provhbns far Cot Groan aha0 be Inipiomootod onto piano and .dlWebn sMil bat pmAM d by a Nit parry as required by the r almna, and been for e.sb. control upon mmp,Mm of mmpans.lbn. W ores. untlor e � need ganoObl .niradOr. law CC and valuedTho euRtlinrrulkn grading. win Out ralbmmh.methodofurosloncamelaha. Pay mango.NiM corthe ,M 9 be updated on the bWtrq 2 Reef. h.9 be co",ad wire mnmmbestible maleles. d.Mod In the lending Godo. Open a- end, .has be rtwoauP.orahoAple,(»rwroteallwm an piona.ne Wtllon cuumo, be completed W Nu onunfecdsn of the City Enplear. permit. e.oppod in order W prevent bud oats or thor 1. Submit o stockpile plan showing the posed bcaUsn for 4. ConammUon-CondlUms mqulmddurngcon."000IN .tMwtMe, mutant.) lodging ..thin the roe/, sed to gio family dng Is allowed on this pmmryedoes a Orgy oesbwlu .Wekpgn 1. grading espod mnadaIs, and Uro masa Wmpott no applicant shot conWd Dig Alert and have undargmma pmWda a.yofaemw. k Prior W the iuu.m of building pelmll., a pmconvlrvdlon n (CRC Fm R7 32). 6pnnkrin1fins me kmrmnd mbrovad try NCamlryli Flora• •. 3. Estarbr wags shall be surfaced was n.n.mbuabble or 2. PWn Check-Itam. mboeddromadpdert.pbnvpip-l! moogng ehti be uPH OR t No p.jam ala wen Na grading DOPam°et pdwininealW.. and shall be Inapact.d. .ming Rro-nnsi tontrmWlbh. conbodor, appli.ril Intl dlygmNnp lnepedorat tam448Mun paler 1. commenting g.dWq op.m0m. alapo lntlfirmen an of_.,..a 4, eeon"Im. pall. rot., owns am Mo smiler avwua age a. The mbknum tlnslpn load for wind in this me Is 110 M.P.H. L .. Ocoupom shopFire notcommnnm tion m... slag bo of mn.mb.ubie ntrvNon or ohall . I. Rough trout b project rasa and ON angina. Basle 0ulklirg Canto and Slelt Fire MOmMI regulation hand scan ode a d State protoded by Rmretot.nt aurtmol in mmpli with Uro building cotle. mp CeIthen, Stab Ucenmd AmhiNtllEntlmor with walaNma and um ,ase hell be aubmiltetl ptlar W Imp.. of building Formica far the iced SaR. ORR. realdentbl a".-, Retaining wait permit. mot Tho building. hot[ be InspoC•ad for compliance prior b -P--Y. b. n 1odwANml al pplywall tgnshm• may be le.ued wHhaul a rough gmtlu cnngbab. ' dal udder No a Everyp"i lvauetl by thebuildingbecome In o(ow.br a std proamis far WI pmp.vd dwolOpmeni b .mpntma with Red I. W Wince m Flnei Benda .difi.Ua. by proJad dull anpinmm sMa be mines the of this Cine eMil exp W Intl ba.me nuU and veld uni.a. No sbndtrds oalabushed by the Onn mamhal, uquhvmot. of iho Slate of Cvmle Enagy Comm4ubn. Ali fighting aummlMu b f Pubua Work. Dopm rant prior W No issuance work outhothal by such pamhu W cweremand wiMla ano- P.ae 4di2 c¢rnAhn.111-1.mYorn-1.111- PrypTorl2 m ram,. rna,m Rmretvxmtl.0 ss„sn.hsav Peoe 1eaf12 m.aasmniartagehwm,rYUYewa1.1- c A pem.eml Not -Rotation oma mei be mqulmd mmedi of any purled find Inspace-leurt8mb of ocolp.my. huMredaiphty (180) days ager pam+R Isnualtce, and U o do.i.A tlavebpm.a prof oda ar .NcnB Noma Not we vtlJemnl m raspaclNo ty bi Impotbn has net Been .bled -d Imre the bulIng W ha.rdom Oro was Iw the Pulp.. a fire mitodbn. TheraqultedwidNaf Na fdalmoaRlpUOn... shall 3. DRAINAGE official within me-hund edebhty (180) clay. from the laid of peace Issuance at the loaf au.ansrdl Inspection. A auccaanful bo bated as app"' is Wilding and R. cordo. and a Me hamld Ingestion aMq moon a do.um.bd passed ins",Ibn by the vmtybis eludy deveiapetl by the gro ...hot in the ay.t a Dablbd drainage aydtam NluneUon of Ne lel with cati dlY building lepodor. outlined N BOtlbn 110A. a0mocent b not padmi the .moll may InaWt the B. roust m Bina notCo N the awn. of iho progeny upon'srhich aUenlbn b any hood he2o. eros Mall be submitted. All tllalnRushunog from the dwalapmeni aMU Bel from - d. COeW.m ItliviOes .Ininp Lha opemRon of any owls or the condWn aaWla W.rtad Nu pmhlhlbit condition. If in W c Ina e.ml dminnga.um¢ Noorvtllo tlruInlBu tura qulpmoat uavd In combudbn, dNling, put,, tb.Uon, or swear to mead M. ""U"the commit may.... Me be canv.y. W edjamnt parcoIs, union. that 1. Lee natural curve dem.lglar-kaheil be concluded lAmdw-Srhadoybetwe:n ..lemon! to b'o performed and maks iho octan. al the . cUonag.cn Ilapmpeny Upm"lch MoondiUanaesi.L dralnagn.ulaa. Nahwmof7:00a.m.end7:00pm. Is. Prior to the homns, of. grading pwmg, a complain hydrology a.The a pl.l.d vhm be p.(oded by o masWdbn' fan. to Ne W by co e t The p,dbn d. Fuel roo if Sm amus onto Incorporate all amcon and and hydraulic study aunt ba pmparod by a Civil Mouth... pmWRIOU a Na (anWg null vivo .odimvnlmmm,"I'taosto vil111-Wparmanmt-linglnd, ac.le.ted erosion. UIslomdln No SW."C"i(amlaWUa saliammon of the City Ergboar orad Las Angeles Pubic WOlkv Onpndmant - obsWcong with opaque eurtaeaR. o. If the foo ...hot dolwlninev In m dHc coca Net d11Rc.g C. Building and Barely DlWeionMOD) 010-70201 L NI alt thea. and pmpvr(y Wit be main6bwd In . sof. o rd. Wanmanmmtludngme-MmI 1. Thaponi tyWalbri imroln,dangmdomon, tumhumneuml obreende cea maks debris, tram. and weedy. cad mmp0.m with the dmmnco otim"Wilon mdeahabb or impmdl.l the foo ...hot may nuspvnd aOforc -. and 1. Central Conditions: 9. AR oqufpmentmaintainedging mum .1.3 be maintained In on atony, Auld,mnemabW alternative maonwea designed I. adv.. No pmp.se of this"PI.A. o, At the flma of plop check mi nd al, plan..d conal.hag ctIon s .nfoom is cucand SNW and Laced Building Code 0.e„ 2013 � mwmor and amu.ad hohind a M in -8' high!tore. Butter, Code rad. will apply) mquI=%W and nil h' an cutback try, mybe requireasomd at of, 6 Spew.notmNan (eatume may be nequhod In the design of thn, appembio cencWdbn redo,. aldhwnmc art.pulatone men, A height o on otNtym WcNr. wham site imo.Ug.Uona confiml postage! geologic hamrda. Iu aged. L Tho pmJect;ha0 ed plaod.d bye conclmdbn fon. and ahaR S. P bi! W rN m i d D d t room W9 7030• b. Provhbns far Cot Groan aha0 be Inipiomootod onto piano and .dlWebn sMil bat pmAM d by a Nit parry as required by the comply -with the NPDES 8 BMP.qubortanta (norm baps, cels) law CC and valuedTho euRtlinrrulkn 1• lo.tbn of P- On ilnov Wedding ped may raquim o 1. GENERAL ' rtwoauP.orahoAple,(»rwroteallwm an piona.ne Wtllon cuumo, u W the building by thelepc.on during dofwurn. abet, conform W the mrlanl Cal Oram Code, Mr m fomdauon andbrtmmo inapocllvn. h Applicant atoll bilmv special m iclarmnb as mqulmd by No Cloy EnUInaer Wr"OMud'" In o Roseland Use Area No gio family dng Is allowed on this pmmryedoes a Orgy oesbwlu k. no applicant shot conWd Dig Alert and have undargmma "Idon of the habitable vWduro mall be burled In the Bpacif.Oym ;d-.d.HuwW.p.ICBC202 truvey bcoll.ns --d by rho uWiy mm m.W. pt',ar Io nay. R.acbd Use Arevm Anne and . Cua.l and Agnumnam W' nelrvd is o Restricted Uva Anna Mag be ..road and 2. PWn Check-Itam. mboeddromadpdert.pbnvpip-l! -.tlon. Contend DIU Abnbydlmr; 811orthar-bclbnt mbmod to the CRY prior to Ne Iseed cat of any grading Or w-dintadam, ' .WWbg itpem4h, Soto Plan should faced. Roamdad Us. a. The mbknum tlnslpn load for wind in this me Is 110 M.P.H. L Any.Ing.artlevWUmfrom appmvetl Nlnatlurbg Lha mums. Area tlimonebnv, • 'V "ma'C'and Nt tin Is within rolanie mn.O or The qu ahnii...R me -ti, antl calculations prepa.tl by a - f.neWnian eiWl bo approved byfho Chypdorlo Nomeding b, An Erotm ConmolPWn vha06. oubmuWtlmnmrtomy with the mp CeIthen, Stab Ucenmd AmhiNtllEntlmor with walaNma and with ora/work, U.tlinp pion Wady tlobding oration .nWl m.wrd.. The. tgnshm• m All •glacng in hoommuv Wicdlo. nhaR be Int.Wd as mhay meavur.e nRWI bo hnpbmerned during mnatn Alen. Thor Ion .cele., plan ahvll confalm b nlimal PoOubnl b. This p.l.t Mau ..pry with UO anergy .nmrvlWn ' glass. Th, Noting mallMvhibio for Inspection. Okchargo EIRNeIbn SYWom (NPDES)n standard. and uquhvmot. of iho Slate of Cvmle Enagy Comm4ubn. Ali fighting n• Carbon mono.Mn tlobtlem am required N Isatin loading to IncorpmAto the vp actuRd. east Mawgamou. Prams aunt be high .fOmry ar .uNeant Por the .sant C.9W.R. Emgy Cada 118 and 150(k). t.Ping mourn Dar CRC R3IB. , Vsgseti2 .owwrnahm runuror,v.M..re.an.,rm. Pap..013 Papa 11 213 monnrr a,ur+.v,rnw,e•w+.�.,.,c,. .m (Bk1P'.) eo apedli d In the 6Wrm Water BMP CemRmtlan. Plus,.Plao rater to City handouts, a Indoaralr quaWyaMq be provided consistent with ASHRAE 82.2 os raqub. p., C.H.M. Energy Code 150(0), 0. Dralnsge pmams Iml match In. opplw. old"""""' pian from the Public Walke(ErgInmdng rpvrOL soda. e In .mpllon. wIN ung Ciry's Low Impod Owvi epmml RJD) -to .11 drain away hem IM W WNB I1a20: mWmum.lopo. mgWmmenh pemueft to the 2012 Monldpr l SM arab Btom o. PuI RO WvrtalEnpineedrp Deperimenl Is.quired to ---and The rbol no -bull mnditan9 shot match the grodicUldri on- Syria. (M.) Fourth Issued by Res California Regional We., Dually. the Ipptkant aMl provide folbwbg mRgotn ,. approve grading plane that chewy show ell gnbh elevate,. among., and rebNlog wel(s) W.tne. Them plans mail bo pion or athvski. appmmd aii UmdinUldmiegt plan. modus W the vMt.ctien of Uro City F surer. ' 1: mncabt with the nun pian automated W Ill. BuReng and Safety DNWW. p. Dsek¢ =(a, and other not surfaces shag slope at least 114'111 anted INOW, maloda4 Scorn.ib (0 Conserve neural vObne; with op ewid .tl proofing stall be pmrb. res Umsl nurtaeva at bad 42' miNmum In (g) Probdcbpos and dta.eW; l e. 'Separate permlW a. mquhed (ormtaIninp weh, lance. war 8' helUhl 4' ma.lmum apadng bolvraen mile, and copal. of R Freddie storm Seen system Wonciling ON eltmU4 In htghl and entry Ut.' and shall be noted an pian¢ 'Witlig atbast 20 pound. Por fitai fact of I.WmN.d. (N) Doled Not Nnog W vegetated areas t(o. tsmuga WNass No den.bn would matt in stop. lnatabuty, and (v} Dl.d unfam Row to wn.WWd ... bola. diemmge, f. AR bNmnis, chap be designed W,6011AM gm Wad. q. Allen will be uhedIn lem and ob.tbroq al ledry Spedpe S run - in CBC 17N to 17U0. unlace Ne dNeml.n vmed ..Oil in elope katabRgy. g .mW M . An aaan.0all-oa the situ Nan, - d Grotlbg icor .nvbudiou adlNum antl the Wmpantbn vI h. Flea Oaparmenl, approve ahnij be .gWed ConNtl Ne FInn. END oqulpmonl and maWdnb end opomUon of haovy gmdirg Depwmanl to ch x No flm .. ler the bcotn a row' S OOp omf oMtniN gun . h8 -M.InOwt tPODe edand gall. antl.na a..*IRasahnvborodumd by w"" � Dropony. ,! Nla prolod h locate) In Hinh PMEk. Zeno. R oMt maOl mqulromOnbath.f mno par CBCChvp.r7A IM sett aar 1. land tluMg the octivite and In. -mm. with All eM (l U m d undmareaAMconstructed areae h.9 be as South Cme Alr Dually Man10amot DIoOA Rule 402 and Rule 403. Rocatred walorehm De usedwhanwar poss�bi.. In edandrwat. (m All openings Into ft elite; bear andbr other anWsed trillium, OR conaWdbn oquipmenl ohall be prapady mulled to ore Mei be named with mnmlm-realnWmwhe mem mtlu .1. W.I.rat b. the. 114 bah ar ma. than 12 Inch in anyy Z BOILS REPORTIGRADIN(NRETAINING WALLS risuchn, doox.piwfiem oum.p.Inpa amaqulppedwilh Em - luillb e Prousud e. Priorto Tdw, Pianbl.a Due n'al bYnOm,cRm'W""gna.ribaSW NEkWwenvWdbn Map be o. Mw or nm. We. trotb.aub.ftWbytheoppU.nllorapproWbyntCsy. F.1 MUFu pine aunt be apprved though b. Uuan.ppmml ofthe peotnmNeal repel, No appl'anl .na0 LAputFuel "P -"n Unit. (W) lACounty Flro shall approm pl.sforareRowwabblery urging plan pmpamd/n due W home bvhg war 3800 cf as mqulmd par CFC ,aMori by IIs. SWI. accurdanU with Na CRy'e rogaramanWr eCRy'a mduw and clu ml. Alist ApPendh 8705.1. or require menW roc g.trg pWe check 11 O.R.I is from Ne L Aqr.Mining w. go mon be I.MiNo my oubmtad W t Building P.1,11. WOOM Do cement, At Brading (cut and gt) ae.la0ms eh. bo mbmitled to Ua CRy-Forromy.fin fed grading Nan. And SAWS andPubic Waub;/Egieoring Debarments for .tew.d Opp -L c. 'Finished tap., ehm cotolm b City Code Section 22.22080• 1• Asoll.n is mqubad par CBC 1003rould no-ohdabm Gentling aline sets topalt ahall be adhered W, d. Ail es+omenb And hood herald mens aura be Welly w.ntlrtatl on the grudlrg pW¢ . Papaacfl2 moFinar.arnmPLNfatarew.e,eu bnano-nfoo Paceatl2 .VmsnnaatrrRarer..mgbkWa,.iedv P...12d12 rnmmNmt.lw�m,ebao-ae.tueo Dias 4mrtE.Ex, M-11111 EAPFEattv -Is xis -11 UN nnPrFnd,iAN, nixEP pa',PEPiv Pi:,xl9 in IxE.E PV.rs. 1-E Melfi A. hal to rl aEm."CE., c-4la e" Omin IN AN'-nF-n..11-ta, Ma A. T- In 111 .1%-- In Aar tHlua PAmv mir.nu r10sr mlAixixa H,E E-Eea -T IEx MMi-N AN, nF -- eraFE.EN, An-fCt. 0 0.2 0. NWSE 94.1, %ate . , \ �O \ \ \\$ A F.7GY. I H ... Th..t,. T //\L. \L . . . . . . — - — - — - _1 I % --I. % U4 Walk -Ont Basement - Level One 10. 114" =1'-0" 6�1 V &.0 W.I. 4eGFESEN, —11- E-1-1 ­.. 1111 -11- 1.111- -11 ",Eg& ­. Neu -u1. ini tG EE -I -D, 0-0111 -ED �1 ­ F- OF 111.'110 K II FFFII .11-T FIRST F0T.I1.N,1 116 1­531TTEI --I, nW -Ir IF OIWtnS -SEI. ­ITECT. Plait Notes 1-M -OE XREASENEUTTO REMAIN WORK1NGPQINTTOWEE­EHEDM­FIREDWWRVEYOR. BIIS w,6^x1wcMUwAU ir­lwcmuwMI 0.64 UNE OF LOORAEIOVE - UNE OF EAEOVE T,_. MD SPACE pv.W ME WER � WPE� EYF-M ECORD ON A� W� " CEI- OF USABLESFAOE UNDER �AM ELECM� 03XES IN�� $N �EEE W� OR CIRUNO S� BE ME 4OUR FIRE FU0FED. ETAIRS CONNE=NE FOUR STORIES OR LESSIN AN ... �. MIT NEED NOT BE ENCLOSED F,En _ EE.. 0400 iWO110E.W9 ELEVATOR E--1W9—R.9/B 1-O­NEOARDAT— wALLSAND__ 9500 NEW ­­.—RECOUNTERT.F­­LASHMDEND 1­THIUNDERMOMTLAVATORY ,0.100RECEESED MEOCWECABINET PA­ABDVE—) 1330 RESIDE N­---EMCO.rX�.=D .PZ�.ATOR I... .EAT). E�L�R` OOMWVD SM,5(550CU. FT. RARNQ), -_d ­t 1159 STEAM GEI;EAAmN. 1S= TANK ­E -ER CLOSET C28 GM.LCWS PER FLUSH MA,MMUM) 16 ALLEOONCEU .94'UCNI Wall Legend 214WCODSROSQ1T= w,6^x1wcMUwAU ir­lwcmuwMI Symbol Legend ,W DST 0 rr Pmp­d 0o1 -i H- For: Rini Fire Lane LLC 22105M.FirIUn . Dinmand D. CA 91765 12 Jan. 2015 13-1676 P Walk -Out Basement Level One A-6 0 0.2 0305 1 334 NS 7 30 10 15'S i]'•1P BU' fiR' tOA: tr1Y NWWS(E C\ 94 I \ BA)0 I as 6 \` / amm'` o-soo ,Dr la — \ \ h '° tan P 5o To \ 66 / / / / • \\ \ \ /S.P W \ \c ` 1W Bad room3 'O BSB � \ 1311x'\ / \ '', �. / • Sit' 19 B moo c�1— 1— OGuest Suite j _ _ 60]0 & 8018119 \ \ /' '\ ` \\ /�' / ' CP 9-0' t, •• / ' 'e 15 Bath \\ T}: /v0. —C zW tv WL/Cj­t WL/ClosetI \� J•0. \ 3xoo � \ W4 /vu' I `\ e .by 0 13]]0 ' tl� '• / 1,0 aund e p'' . n lvu• �' . 119 1x0 13105 \ JY \ / / ' \\ \\ \\ ® 60 ® `�. ; \ ®®. 61 ,��``` . \ 834 \\\\ NSE11 � 94.1 31.6'; ®® 62 :. / Jr / (L// \� , \ 5 • \\ ,`\ \ \ 94 /fie' ® 910 \ \ /•-\ ; ' ®� 63 V\ 92 \\ \ ` ` 326 ®® "� `,\ / \ •\ \. ./. w` 64 ®✓ jp O Q 35 66 00®` Children's Bedrooms - Level Two~0. v4. -r•0. ®a, C&M Ww1 AtOFEOEx, .."Ell Ea 111 T—E a.— —.1 1n OE FERntlx[fC, Wx.,EC n0. CfPEC INP nPip{R vnf4isnEVFR, tnF eFE II�Ev fn OE AS9iFnAp in 4try txlFp PPRfY x1iH,u, flRS, TOIAINix:'10 VFFEsS w10"Ex FEMiSSION 41p 4nx5ExE nF DOW V.9 4tpRESEx, MCn�,Et,. Plan Notes 1301 8Ax eINOPOIMTO BEESTABL,SHED PND VERIFlED BY SURVEYOR. OIMEKSIONGNEN ISTOFACE OF SRA AT FLOOR LWE 54 LINE OF FLOOR ABOVE &5e urvE DF BALcarvra3DYE VOA 6PACE I- 1-00 CLA39'A'i1CC Ww641CNEJiWRFIRE.flE7PRDAM, WATERPROOF DECK/ROOF WARNG COMPO.6 REILWCM.gFlEO,CDOE TEi t1NDERLAYMEM,COATED,,lc FIBERGLA.^9REINFIXtCED, ACRYLIC OECI(COATWG fEXCELLENi COATWGS, TNG E%CELtMT FS (0 W) 9]3.te1]I &]e0 TINgCATE3 TEMFERm GlA63 6810 UHIGHIMINIMUM)1/PTHICHTEMPEAEDGLP6s GUARDRALW TX41?rWCOIZED PLUM W UAI SUPPoRTS AT 4Al' OC MAXIMUM BOPl,OON AlL WNLR AED CEILINGS CF RtOV10SPN UYEReIPTYPE'X•GYPSVM USABLESPACEUNDERfi RSEIECTRA AIRS INST ININTHESE WAILSOR CEILING 6HALLBE CNE.HCVR FWE RATED 6TAIR5 COtNEGTINO Fglfl 6'ORIES CR LE59 ,m DDrn INMlIEDIVIWAL ONELUNOIAJR E€EDNOT eF ENCLOSEDPER C8C 6EC 7121.2 &400 TVA HOWSELEVATCR SNAFT•MOLAYEfl53'0'TYPE"1CGYPSUM BOPAO AT PLL wau PNIDc6nvA 0.500 NEW BASE CA&NETN'LH GIWOTE COVN,ERTCP AED O'HIGH SPLASH PED END S(AJ511 YA7H UNDERMOLMf LAVATdiY 10.17 tea► `�S© RNEE 6PACE Fqi MAREA)ppREA 1340 N07 ALA COLD WATER6H,IF-0FFWRECESSE➢PVSfiC 80X Fqi 40THE5 WA6HEA (ClA'HES WASHER ISNI � !��_G� PROVIDER%OFURflINOWPI.LT000NCF.AI.A9"gAMEiER 6HEET MEFPL giYER E V iAUSi VEM WIiH BN]E giPFT DAMPER 13118 CERAMAinE 6HOWEfl OVER 1'MgiTAR BEDOVER WATERPROOF MEMBRANE ON WA113 TO+eCABOVE FLOOR.ORYWALL BACHING IB NO7 ACCEPTPELE ND 61JPJ0 M CCNNEROR M M M WW0.SiE UNE SEE 6HOV.ERFEADINWALLATG ABOVE FLDO N.RiOVIDE6HAT7E EGIABS 22105 Rim Firc Lnnc Diamond Bar CA 91765 O.OIMEEALESC_RS& BEPaOIDED DOORS PNDENCIASUPE BHOr1F II 6E MESSHOJFA3 SHALL EE PROVIDVAIICH W DNIg1AL CONiFiq. VALVES OF TFE FR ESSURE RAINJCE CR THER MOSFARC -NG NO VM1LVETYPE. 1511] CERAMIC TILE SEAT 1.iPABOVE 6HONER F1Dgi1 OVER'"MORFAA am WER WATEEa:ROOFM .W.E 13185 13TW LALPJDRY 61Nn iANH.TY4£WATER LLA6ET 1,x0OPLLONS FER FLUSH MAYJMUM 13030 RESAENi1ALTA,d0.E55 GA9FlREDH07 WATER FIXIUREON WALL (i6t?WX20.1?HX P D) WfiHL4'G0.R AW WATER COMVECfiCN PLD a• DUMETER'P VEMjTPXA01 F[ASH T.M170R EOt1AL (Oe01B8R3R44. VERIFY REOVIflEO WFUTDIURATE WITH O.M•ER. 1&479 6L4iFACE MDUNEEDFLUDRESCENE�ORCH UGHi Level Two®/ Raw ® 60 ® `�. ; \ ®®. 61 ,��``` . \ 834 \\\\ NSE11 � 94.1 31.6'; ®® 62 :. / Jr / (L// \� , \ 5 • \\ ,`\ \ \ 94 /fie' ® 910 \ \ /•-\ ; ' ®� 63 V\ 92 \\ \ ` ` 326 ®® "� `,\ / \ •\ \. ./. w` 64 ®✓ jp O Q 35 66 00®` Children's Bedrooms - Level Two~0. v4. -r•0. ®a, C&M Ww1 AtOFEOEx, .."Ell Ea 111 T—E a.— —.1 1n OE FERntlx[fC, Wx.,EC n0. CfPEC INP nPip{R vnf4isnEVFR, tnF eFE II�Ev fn OE AS9iFnAp in 4try txlFp PPRfY x1iH,u, flRS, TOIAINix:'10 VFFEsS w10"Ex FEMiSSION 41p 4nx5ExE nF DOW V.9 4tpRESEx, MCn�,Et,. UW " Plan Notes 1301 8Ax eINOPOIMTO BEESTABL,SHED PND VERIFlED BY SURVEYOR. OIMEKSIONGNEN ISTOFACE OF SRA AT FLOOR LWE 54 LINE OF FLOOR ABOVE &5e urvE DF BALcarvra3DYE VOA 6PACE I- 1-00 CLA39'A'i1CC Ww641CNEJiWRFIRE.flE7PRDAM, WATERPROOF DECK/ROOF WARNG COMPO.6 REILWCM.gFlEO,CDOE TEi t1NDERLAYMEM,COATED,,lc FIBERGLA.^9REINFIXtCED, ACRYLIC OECI(COATWG fEXCELLENi COATWGS, TNG E%CELtMT FS (0 W) 9]3.te1]I &]e0 TINgCATE3 TEMFERm GlA63 6810 UHIGHIMINIMUM)1/PTHICHTEMPEAEDGLP6s GUARDRALW TX41?rWCOIZED PLUM W UAI SUPPoRTS AT 4Al' OC MAXIMUM BOPl,OON AlL WNLR AED CEILINGS CF RtOV10SPN UYEReIPTYPE'X•GYPSVM USABLESPACEUNDERfi RSEIECTRA AIRS INST ININTHESE WAILSOR CEILING 6HALLBE CNE.HCVR FWE RATED 6TAIR5 COtNEGTINO Fglfl 6'ORIES CR LE59 ,m DDrn INMlIEDIVIWAL ONELUNOIAJR E€EDNOT eF ENCLOSEDPER C8C 6EC 7121.2 &400 TVA HOWSELEVATCR SNAFT•MOLAYEfl53'0'TYPE"1CGYPSUM BOPAO AT PLL wau PNIDc6nvA 0.500 NEW BASE CA&NETN'LH GIWOTE COVN,ERTCP AED O'HIGH SPLASH PED END S(AJ511 YA7H UNDERMOLMf LAVATdiY 10.17 DOUBLEPASTICCOATED WRESHELF,AT.BT'AID rbT)PNO61NGlEFIXE AT HS PBOVE FIDgt YAM MEfALERACREf SUPPORTS AT 1W=MAX 17.157 RNEE 6PACE Fqi MAREA)ppREA 1340 N07 ALA COLD WATER6H,IF-0FFWRECESSE➢PVSfiC 80X Fqi 40THE5 WA6HEA (ClA'HES WASHER ISNI 1300 PROVIDER%OFURflINOWPI.LT000NCF.AI.A9"gAMEiER 6HEET MEFPL giYER E V iAUSi VEM WIiH BN]E giPFT DAMPER 13118 CERAMAinE 6HOWEfl OVER 1'MgiTAR BEDOVER WATERPROOF MEMBRANE ON WA113 TO+eCABOVE FLOOR.ORYWALL BACHING IB NO7 ACCEPTPELE ND 61JPJ0 M CCNNEROR M M M WW0.SiE UNE SEE 6HOV.ERFEADINWALLATG ABOVE FLDO N.RiOVIDE6HAT7E EGIABS 22105 Rim Firc Lnnc Diamond Bar CA 91765 O.OIMEEALESC_RS& BEPaOIDED DOORS PNDENCIASUPE BHOr1F II 6E MESSHOJFA3 SHALL EE PROVIDVAIICH W DNIg1AL CONiFiq. VALVES OF TFE FR ESSURE RAINJCE CR THER MOSFARC -NG NO VM1LVETYPE. 1511] CERAMIC TILE SEAT 1.iPABOVE 6HONER F1Dgi1 OVER'"MORFAA am WER WATEEa:ROOFM .W.E 13185 13TW LALPJDRY 61Nn iANH.TY4£WATER LLA6ET 1,x0OPLLONS FER FLUSH MAYJMUM 13030 RESAENi1ALTA,d0.E55 GA9FlREDH07 WATER FIXIUREON WALL (i6t?WX20.1?HX P D) WfiHL4'G0.R AW WATER COMVECfiCN PLD a• DUMETER'P VEMjTPXA01 F[ASH T.M170R EOt1AL (Oe01B8R3R44. VERIFY REOVIflEO WFUTDIURATE WITH O.M•ER. 1&479 6L4iFACE MDUNEEDFLUDRESCENE�ORCH UGHi UW " Wall Legend � 2X4NWpSNDS®1POC 2 X8NA00 SiU05 ®,POC ® PZ PXIPCMU WAIL rr�X�®XrmXorr®rr® ,�®® s'® ® 1TXPXlccuuwa.L Symbol Legend O� ,m DDrn of ® WNDOW O RflMEWO /6PEGALTY EtlJIPMENf Proposed 0.11 1, Horne For: Awe Rini Fire Lane LLC 22105 Rim Firc Lnnc Diamond Bar CA 91765 ,k i 12 /an. 2015 a,2;,;;w �e 13-1676 GF E:AL1� Children's Bedrooms Level Two®/ 2TS' e®65 �91J 66 � M. Bedroom/Garage - Level Three Q ri v4" � 1 •'B" (935'-10' / 955'-10'7 V CO2009 Deur. AI.FE9EN, AP[xIIECT EAPFE9sLY PESEfiYE9 x. OvnnN Lfx [nPrFlAxi aro nBlfn Iw,PFPiv PIGNI91N R"', -1.. TI1111 Ret. ApE xRf In DE pEIR 1R. OMN3ED eR [OBER "I ANl FOFn nP Ncx I'm I'19REVEN, I— A -1 tD DF A991:.rvFD iD AN/ RnPL PeprY xtitafUi FlpST MtelNw:, ixE E.PFE99 xRIItEN PE1a1591F,N Ar. [nt.ENi DF ODWF49 N.pE9EN, Ni[xliECf. Plan Notes �••.. •`�`' rf 240 FROF£RIY WJE 42]4 5� 0"i .4ITUEN.RETE BLCGK WITH I?STUCCOOVEA 4.1/4WUBE SIEELCO.UMN 802 ISTOFALEOF STW AT BOOR MEOSA OSO MEN510NGIVEN UNEOFFLOwt ASOVE UNEOF �ABOVE 0.108 VW SPACE I- CLA55'A'IIK.C6 OOFEHWRFIREERETARDW..WAMRFROCF C K/ROOF [DATING COMFOSE�OF A LATEX -MC MW. CEMENTROUS UNDERIAYMEWT, COATED WTM A FlBERGLAS&REINMRC ,, ACRYLIC DECKC nA rEXCELLENT COARNG. INC. E%Cd&OAT FS (000) 4i]301 ]) OU]0 J'.(i HIGH(MINIMUM)1?TMCKTEMPEREOGLAS.4GWRDRAIL WITMYX41?ANODIIEp A1UM W UM SUPR?RTS AT 4-0• dC MA%IMUM 9301 S ll IMISKEPLASTIC. NDT PIERCEFlNISFt DUGT9 ON THE GPRAGE B IDE SHALL EEq MWIMUM SHEET METAL 0.TOJ m. SPRIIMLER PIPEAlDOURET BO%E9 NOf LPAGERTHAN 18' SOURAE INCHES ME N10VrED. NODIICTOPENING9 P110AE0 VAWHOUTFlREDAMPER) 0<DO TVAHOlA29 ELEVATOR SMAFT.TVALAYERS SIB'IYPE-X'GYPSVM BONiD AT P1L PNDCEINET 8500 NEW NEW RASECABWETNTTHGRaN1TE CAVNTERTCPMwO'HIGH SPLASH AND ENO SRASH rnrLA Lo-nFa MDL W T uvarwxr 14t] DOIRLEflJu"iNWHMEEDWIRE BHEiF(AT.OTAAO.BT}PNOSINGLE PO.E AT.6S ABOVE FLOORWTI.METPLB 16OC MA% tOJO o <" * tk FIREST RMF FIRESTOPARCUNU FWEAT FLOOR 6ROOF LEVEL VrTR15HEEf METAL COLLPR(OR ONE IOFSIO•rYFE'X'O.B1CONTRACTORTO VBPIFRRINS EMEMSCFLDl"JtL 12/an.2015 URIE Jl%iISwGTION.INBTALLANDUSEFSF MPNUFACNRER'91NSTRUCRONS 16100 RECESSED MEDICWE CABINET OPAT.MABOVEFLOwP 16125 24LClrtGTOAfl.BM •5A FRDVIDE2.0 SpJ0 BACKING 12.192 KNEE [PACE FOR MAKEp1PMFA 11r1 811I4X40.5B'X 16 HIGHACRYtJC BATHTUB LNIT SEf IN GRPNITE PLATFORM. MOOEI. ttAGW'OR EOJPLI NO SLW AIMCCNNcCTION3 AAE PERMITTED ITFLON WASWEELILWNE E 111T2 CERAMICRLESHOJrFSA OVER PMORTM BEDOVER WATERPROOF MEMBRANE ON W ALlS TO +08' ABOVE FLOOR. wiY W AL. BACKING IS NOT' ACCERI'ABLE NO SIJ P JDIM CONNECTIONS ARE FERMR'iEDW WASTE UNESETBHOAERHEADW RE•iG ABOVEFIDwW WTTHUNEq SCIRCHEOV. FRONDSSHATTERPROOF OBSCURE[LABS IDDM L E.O.OELV SHOA£Tt58TU85URE SHALLBE PROVIDEDTIC LCCNTROLVALVESOFTtE RAESSURE BAVMKEORTHERMOSTARC MIXING ALVE vuvETYPE. 11173 -..TI. SEAT INO'ABOVE SNORER FIL%Xi)WER 1'MOMPR BEDOVER WATERPROOF MEMBRANE 11200 11200 TANWTYFE WATER 1105Ef —GALLONS FERFWSH MAXIMUM &DE t� ftESIDENt1ALTNdDE59[ASPIRED NDT WATER FIXNREON WALL (10.1?W.2­ _D_ B• B) WTRi L4 GASAND WATER WM'EG]ION VEM jTN[AGj EOJ ED'B' FLASHTK2]CR AL (B88)BB2�5244. VEAIFYREWIRED INRIfSVfBNRATE WITFI oh E t 11.19 TRASHCCNTAWERS, iSOii CCNDENSINGUNR. FROVIDEII?THICKP YETHYLENE PAD EXIENDED1 MINIMUM ABDVEGRW WPou.ma m � s � � ��� ']E:ryfwv rJf..Y.i;. f.{•SWC:+.•'.P..'.Yn"i'^.����X���I�'� Imam ®:�.� � C}.. J. P. 7� � ����� ...� e .$ ��• �%�LI!��/ ���h�I IcaVT3�'sl:.n_'q�' A .����. � �� C.r Swage � \ ,r-13 •:}:.51.JA:' �. rwy.Gi]Y..:.}�i}c•Cfir'.r:.:.:w,:/A" SON me ����_ .�o�.; s : �� Kr I,..a��>rv,..vrx��...cr..rx�xnar..sn•»r.*x::vu:�r.,: x��.��.��� � ....• ..�:,� ' r I 2TS' e®65 �91J 66 � M. Bedroom/Garage - Level Three Q ri v4" � 1 •'B" (935'-10' / 955'-10'7 V CO2009 Deur. AI.FE9EN, AP[xIIECT EAPFE9sLY PESEfiYE9 x. OvnnN Lfx [nPrFlAxi aro nBlfn Iw,PFPiv PIGNI91N R"', -1.. TI1111 Ret. ApE xRf In DE pEIR 1R. OMN3ED eR [OBER "I ANl FOFn nP Ncx I'm I'19REVEN, I— A -1 tD DF A991:.rvFD iD AN/ RnPL PeprY xtitafUi FlpST MtelNw:, ixE E.PFE99 xRIItEN PE1a1591F,N Ar. [nt.ENi DF ODWF49 N.pE9EN, Ni[xliECf. —_..r.~� ;.... Plan Notes �••.. •`�`' rf 240 FROF£RIY WJE 42]4 5� 0"i .4ITUEN.RETE BLCGK WITH I?STUCCOOVEA 4.1/4WUBE SIEELCO.UMN 802 ISTOFALEOF STW AT BOOR MEOSA OSO MEN510NGIVEN UNEOFFLOwt ASOVE UNEOF �ABOVE 0.108 VW SPACE I- CLA55'A'IIK.C6 OOFEHWRFIREERETARDW..WAMRFROCF C K/ROOF [DATING COMFOSE�OF A LATEX -MC MW. CEMENTROUS UNDERIAYMEWT, COATED WTM A FlBERGLAS&REINMRC ,, ACRYLIC DECKC nA rEXCELLENT COARNG. INC. E%Cd&OAT FS (000) 4i]301 ]) OU]0 J'.(i HIGH(MINIMUM)1?TMCKTEMPEREOGLAS.4GWRDRAIL WITMYX41?ANODIIEp A1UM W UM SUPR?RTS AT 4-0• dC MA%IMUM 9301 S ll IMISKEPLASTIC. NDT PIERCEFlNISFt DUGT9 ON THE GPRAGE B IDE SHALL EEq MWIMUM SHEET METAL 0.TOJ 9MTYPE"1CGYP. BEWRMEPUTEYMRAPtT)ONM.ft(iRU-M. FRAME PNDROOF,CEIUNG A9 REOtAREO FpW ONEIIWRCONSIRUCTK)N (NONCOMBUSRBLE SPRIIMLER PIPEAlDOURET BO%E9 NOf LPAGERTHAN 18' SOURAE INCHES ME N10VrED. NODIICTOPENING9 P110AE0 VAWHOUTFlREDAMPER) 0<DO TVAHOlA29 ELEVATOR SMAFT.TVALAYERS SIB'IYPE-X'GYPSVM BONiD AT P1L PNDCEINET 8500 NEW NEW RASECABWETNTTHGRaN1TE CAVNTERTCPMwO'HIGH SPLASH AND ENO SRASH rnrLA Lo-nFa MDL W T uvarwxr 14t] DOIRLEflJu"iNWHMEEDWIRE BHEiF(AT.OTAAO.BT}PNOSINGLE PO.E AT.6S ABOVE FLOORWTI.METPLB 16OC MA% tOJO EETSUTRXRTSAT MANUFACRAAVr) W iVEMSENMICC MBUSiiOVTYPE' MINMUE). CE sR Wj WITHdLASHCERA& HEAMH(ZSREETMINIMUM)FRONDS <" * tk FIREST RMF FIRESTOPARCUNU FWEAT FLOOR 6ROOF LEVEL VrTR15HEEf METAL COLLPR(OR ONE IOFSIO•rYFE'X'O.B1CONTRACTORTO VBPIFRRINS EMEMSCFLDl"JtL 12/an.2015 URIE Jl%iISwGTION.INBTALLANDUSEFSF MPNUFACNRER'91NSTRUCRONS 16100 RECESSED MEDICWE CABINET OPAT.MABOVEFLOwP 16125 24LClrtGTOAfl.BM •5A FRDVIDE2.0 SpJ0 BACKING 12.192 KNEE [PACE FOR MAKEp1PMFA 11r1 811I4X40.5B'X 16 HIGHACRYtJC BATHTUB LNIT SEf IN GRPNITE PLATFORM. MOOEI. ttAGW'OR EOJPLI NO SLW AIMCCNNcCTION3 AAE PERMITTED ITFLON WASWEELILWNE E 111T2 CERAMICRLESHOJrFSA OVER PMORTM BEDOVER WATERPROOF MEMBRANE ON W ALlS TO +08' ABOVE FLOOR. wiY W AL. BACKING IS NOT' ACCERI'ABLE NO SIJ P JDIM CONNECTIONS ARE FERMR'iEDW WASTE UNESETBHOAERHEADW RE•iG ABOVEFIDwW WTTHUNEq SCIRCHEOV. FRONDSSHATTERPROOF OBSCURE[LABS IDDM L E.O.OELV SHOA£Tt58TU85URE SHALLBE PROVIDEDTIC LCCNTROLVALVESOFTtE RAESSURE BAVMKEORTHERMOSTARC MIXING ALVE vuvETYPE. 11173 -..TI. SEAT INO'ABOVE SNORER FIL%Xi)WER 1'MOMPR BEDOVER WATERPROOF MEMBRANE 11200 11200 TANWTYFE WATER 1105Ef —GALLONS FERFWSH MAXIMUM &DE t� ftESIDENt1ALTNdDE59[ASPIRED NDT WATER FIXNREON WALL (10.1?W.2­ _D_ B• B) WTRi L4 GASAND WATER WM'EG]ION VEM jTN[AGj EOJ ED'B' FLASHTK2]CR AL (B88)BB2�5244. VEAIFYREWIRED INRIfSVfBNRATE WITFI oh E t 11.19 TRASHCCNTAWERS, iSOii CCNDENSINGUNR. FROVIDEII?THICKP YETHYLENE PAD EXIENDED1 MINIMUM ABDVEGRW WPou.ma —_..r.~� ;.... Wall Legend �••.. •`�`' rf 0 2v4WOCO Srt1DSQt0'dC .��'-•.. /^\ >\--------- 2X0 WOCO BN0.9®16'OC -ID • �� e-.r,lwc AUWALL ® 17X l6CMUWALL r® Symbol Legend ..- O PLUMBING I SPECIALTY ECUWMENT Proposed CN510AW1 HO For: Rim Fire Lane LLC 22105 RLR Fhc LRN, Di ...ond B,, CA 91765 <" * tk 12/an.2015 u, NnCaEXH y�Pm li I>� 13-1676 GF CALIF M. BedroonV Garage Level Three 1--, 5 NS 68 9 1 -11.3 12 13 -13.1 94. 7, 35 Main fift - Level Four s IW —1-1 —EIIII ME—RAS-1. Ux —141T —ER —All 11;11TS Ill TI�ESE A Wall Legezzd o 2X4vr�msr sac w—lwcmuw� ll—lwc.uwa11 Symbol Legend 0 Ems ru 1 MI'm f,.A ge W roolloll ON a , 35 Main fift - Level Four s IW —1-1 —EIIII ME—RAS-1. Ux —141T —ER —All 11;11TS Ill TI�ESE A Wall Legezzd o 2X4vr�msr sac w—lwcmuw� ll—lwc.uwa11 Symbol Legend 0 n Fire Lane LLC Rim Fire U,m OlnrrmndlmLA91765 12 lan. 2015 13-1676 Main Entry LevelFour AAWY WE W." 4rU-., nFGrr v ExvFE$SlY --.'m UueutN LAN CO —, — w". RMREPIr fl,;rri9 Irl (,IE I... THESE -1. - In, 11— PEPdWVLEO, Clun:.0 nP .— IN — FOP, .P Mn ---, — — N- 10 u n55r.,M0 In — 11-11.1 F11,9, OA,nixirr3 I11E D.I. --l' PfiniSSlnN—..E.100 Q,- NUFESEn, Mu,PEOt. Wall Legend � ].4NCtO StIAE®tPOC ] x9 KODD SR.O9 Q iPO.0 ® —Px,PGMuwA Symbol Legend ,Ei oGG, ® N,ND O ftUM G /SPEGA T EG WMEM an Notes IUSNEDANDVEPIFlEDPYSURVEYGR. FORPEf FIGEAAiM FSIIi 9ENERAI E1ECRtiG• MOGEL MKR,,VEPIFYMY SUT .]➢ GALLGJS PFA F W SH MAMI MUM DEPO!•YSIGi00A6NS2P10020j YrtiH•AMERICPN IDT RIMMWD ENAMELED S .M eRGiEN SINN Vr1TMY4 FIP EAATOR"MOOELNO. P, MOMLNU !ERN FEOGPESS MOCELNO PN8610 Do-Shcedule Room Fintdl Sr7ledule Door Legend - Residential A B C DWHEFANEL SINGLEFWSHSOUD SINOLEGLASS ARCHTOPFtORAL COREWOGODDOR SCLIDOWE DOOR D E F G H FAEAIUNG SOUDCIXiEVAOD(CR IXt ME—ASR CFSOLIDCIXLEYA00 (IXt FIBER SINLILEGLl595HOWER PAIR CF MI(tRgiEDB4 SINGtESOUDCCREWOCO DOIXi FIBER GLASS COMFOSITE)DOC/i VMTH GAGSGGMWSItE��OORW—ESNOID, DOOR PASSCLOSETDOCR9 W/TEMF£REDGLP59 TIgESHGLp, WEp7y{Eq bLRpvIN0, AN09rH' VrFATHER 6iRIFiNO, ANOSN'INSUUTED WSVUTEDTEMPEREDGlA59 TEMFEREDG S Whld—Shcrdnre Window Tji pes m 4 m A P. c P F. FINED DUAL SINOLEHUNG FUZED SINGLE SINGIEHUNGDUAL SINGLEHUNG WNDOWGENERAL NOTED: GLATEDWLTH DJALGLAZED GLAZED-TH GLAZED WTTH VWYL DUALGLAZED .I FRAME WDHVINTLFRAME VINYLFRAME FRAMETEMPEREp WifH NNYI.FRAME A. WINDOW8T0 BE INSTALLED WITH MOISTOP 12' GLAbb —CURS` WIDE FLASHING AND CAULK WITH SILICONE SEALANT. WINDOW FRAMES TO HAVE WHITE FINISH.DE B. HEAR HEIGHT IS 6'-1(' ABOVE FLOOR, tUON) C. PROVIDE SAFETY LOCA IGLAZINONSPGORTEMPERES GLASS IN it HAZAR GLAZJN IN LOCATIONSPERCSC PANE SUCHAE GLAZING IN FRIED OR OPENA ES PANELS ADJACENT TOA DOOR ZINGIS IT NEAREST EXPOSED EDGE OFTNEGLAZING IBWITHINAR IN THE OF EITHER VERTICAL EDGE OFTHE DOOR IN THE CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OFTHE GLAZING ID LEES THANABOVE THE WALKING SURFACE. A PERMANENT LASER PER CSCING, SHALL IDENTIFY EACH UDM OFSAfETY GLAZING, �+ D. LWINDOWS A B C D E F CLEARDUALGLAZING OREQL1U Gg AFAX.6SHC•G=0 _TT MILGARD WNIN UNCONDITIONED EOUAU WOrMARE ST CASEMEDUAL. - AASsMS AACFEDFIXE'D SINGLEHUNG FINEDVINri- PRCLEDCASEMFM WEARSI GLEG AREAS TO HAVE FRAMEDDUAL. CAEEMDDUAL- - VINiLiRAMED DUAL tAMED FARMED WAL- CLAZERAMEDWPL- CLEARBINGIEGLAZING. GLAZED —MEDDUAL- WPLtAAZID I. TEM AZED GLIEM GLAZID E. PROVIDE BLINDS FOR ALL EXTERIOR AND INTERIOR GAZED Mr�Fpyy<cy MTp_ PFR,,,�m T.TFMFERR�ca.nva WINDOWS T=TFMFERED@ncv T. TFMf£AFDIX ac T=TFMFFRFD IR -11 ❑ M IM -1 F1-111 n1fl M K GARAGE DOOR WTM ]I16"CLASS ED lA b9 A B C D E F G SINGLEHUNIT FIXED WT FIXED VINYL.- SUDING VINYL- SIJDWOVWTL- FRED Wm. SUDmVm- WNYL-FRAMED DU0J, ED FRAMED DUALI:LAZFD FRAMEDDUAL. GLAZED FRAMWDUAL. GLAZED FAAMEDWAL- GLAZED FRAMEDSING.E. FRAMEDDUAL. C4AZED GLATED lGBSCURED) I Room Finish Abb—tallon Room Finish Legend OENFRK NOTES: 1. SIS'GYPSUM DOWDCNWAU.S S S9'G UM 80NIDON CEIUNGS TO RECEIVE M=-DOAKTENRXIEWILKM CDATDLATEXFLATENAMEL 2 FLOOR MATERMLCHANGEBi000O1R IN CENTEROFOOCR V.HEN IN ACLOSED FVSRICN 1. S. L RDTOBE& 0 S4 4A 11IGHRRPWOAL-WALLS INTHISROOM T CEMICTIETAT LWSW MSROM TILE INIMUMWAWSCCTIVHONONWETWSINHE ROOM THRESIDESCHISRDMSLLH WLMWN KODAT IZ'OFF EFW SHpTOHECNGOAMINIIMUMOCAHGH REMARKS: 1. 4-0'HIGHFRP WAINSCOT ALL WADS INTWS ROOM 2 CERAMICTRETO4SMWAIN O gS HGDGEALLWALLS INTHISROOM S CERAMICTRE, MINIMUM WAINSCOT 4Al'HNiHW WET WALLS INTWD ROOM 4. THREE SIOESCFTHISROOMSHA EMIR FLYNAMNIMU .LMW HIGHACRCOARD AT 1TCFFDtE FWLSHFIDOR TOTHE CETMNGIXt A MWIMUM 6 BR'HIGH Door Fintsh Ah4rrolntton Abb— D—i Non Nryb� Plan Notes BOB IwE OF WPLL BELOW 045 OHAOIN CLOARED VEMTiIE IM1IOOEI'S FOR'9'TILE,M1WDEL"M'FOR LOW PflOFiLE,ANO .t00E1 FIAT' FOR FIATCONGiEfE TItE.)WfiH t/COKVK82EDh1E5H SCREEN AT OPENING IDHADIN9fI800i004.T804) ]00 G1A99'A'(ICC 04m4)ONEHIOUR FIREAEFMDANi. WATERPROOF OECR/ROOF GOATIIro COAIPoSEOOFAIATE)(�fOGIFlEp. CEMENiiT0U9 UNDERLAYh1ENT. COATED WITH A FIBEflOIASSREINFORCED. ACRYLIC OECHCOATINO fEIILELLENi COATIN09.IN0 E%CELCOAT F310m) 4T]00f t) ]-206 %HPPEOEMRVOEDCONGRETEINTEPLOCIUNO ROOF TLE REOUIFA WEIOHf"MONIER• M1f1951GN S'YmH 14'M1WOMUM EJPOSURE.0E0lB9. PER SpUARE.APPLY VriiH 11 OAVOE OKVAN12Ep NAIh93�T M11INIAIVM1I INTO BATTEN90R THROUGH THE RODF SHEATHING (ICBG 4080) OVER THREE>hYHOTatOPPEp BUIETH3PROOF WHERE SLOPE 19 hE99THAN 4:12 PROVIDE HURfliCANE CUP9 AT ALL EAVE i11E9. CU99'A' ROOF TO DE IN9tKLE01N ACCOROPNCE WI1H UBC SEC, iSO4. ]-085 24"WiDEOKVPNi2Ep VALLEY METK 1200ADOE)WiTH 1"HIOH SPLASH gVERTER RIB AT CENTc"fl FLOW UNE Attic Ventilation Cales v a OTK VENTIIATEp ATTIC AREA•102250.FT./1E0• VASMil 50. FT. `\ TOTKVEN*PLAVONREOU1— • fu t�`uflmB. S¢IN \`\" 1,0)C'HAOIWSWNTSHIOHAATO]b SO.IN.EACH• 6]6 SO.IN. HBI DHAOIW9VFNTRIOW TO]5501IH EACH• aim TDTK VENDUTiON PROVIDED f,1ai 8¢w. \ Ao CAT MEA I8G880 FTI \ \`` T TK VENLILATEOATIICPAEA•08.91 B0. FT./191• 0.58 50. FT. \ TOTK VENRUTIONREOWRED �� 0800 MIN. / \\ \ `\\\\, l•• (1)OTUOIN9VENT9 HION ATq 1.650.IN. EACH• 01.5 MIN. / \ \ \\` ' !'�,/ (il OH4a N9 VFNt9lOVl ] O.IN. .PCH• `` ' _ TDTKVENnIA bNPRoVIOED loam an w.'�'�' W—m— T10- 11 TOTK VENTILAIEOATiiCAREA•ti2050.FT./150• B2 50. FT.TOTAL E FLAMNMUI ED v,mm0l]�4WLL —111 / \ `\I OHAOIN9VENTeHIQHAT6T.5SOINEACH• 002 SO. 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HIEBf RAMS >FF MI t0 BE PEIR�OV[f0, [N>N:�EO M [nHE01N>r]Y FOF]f bF He14EP vnfA,84EVER, MN 4RE Nk'I In OE e591�;NE0 IA nNl Nnm Peaty rvilHWi FIFF MT411115 NIE FJ 51 I,mtTEN KW ,1-11T IF DOWLA9 AIOUESEN,—ITEOT. � 4 `/`.//4:12— \�-•`\\ \\ \\ o -Ba I 4n.a i' zm5 \ �;�\`'.� sfT � �� r �' I 045 \ \ \ \ •\ ,- \' ' r � I \. 5 ,;'' \�..._ ' 1 ♦ tl � Y � /' `\ BAS / \ `\ , \ ;\ J, . \ )•m5 i i i �.. i� \\ / \ 045 845 � BBBm 5ear3 � / �C y,i \ I Bns t0.3y\ / I' � ' `��\\[ \ `695 \``\• / �' '/ 4-!•. 60 '®M1 \ — I 'w\ \ __ __`\�, � / \\\ \ �r ',�>t\\ / -� r`%✓ �'�.,J, � \ I I I /� \\`\ / / I "', /� � �\` J I(/ 1 SBe�rr•`. w K� m I �\ i � , r �`. Y ;J' /,`\ \ HIP \�> \i+ \ I \ \\ I \ 11• \`� Atlb pJ\�\\ \\ \ 31.32 gg 1 1 1 1 c 1 1 1 SouthEast Elevation — 35' HIGH PARALLEL TO CONTOUR LINES ------------------1 1 I 1 I Tmvar�T,P.�1 _ — _ _ _ — _ — _ _I — — _ — _ _ — _ — _ — _ _ _ -------------- _ 983'•6' � M] 1\ 35' HIGH PARALLEL TO CONTOUR LINES 1 1 1 Rcof Oac9Lev..,_ el..9 ---- _—Bdd9og_.7 3 973'•3" V 904'-7' tiara ssr-��• ELEVATION ARCHITECTURAL STYLE: CONTEMPORARY STYLE Held. Mahn./ Sclmhd, MarA I Ca ..... Is Mamf du— I D—i fiarf . mac a Roof Deck Lev,! r. �I■����������re� Yt tttG; aft tXft << .En a ?fini' r Rini Fire Lane LLC OMP WWII SE & SW A .. 270&7aO .:ti :923 ".act�F5 z Elevations rug _-- 35'--------------------- HIGH PARALLEL TO CONTOUR LINES __-------" -------------- South Elevation P'var. YOiR9Ex, 6ttxilEtl E<PFE99ly FESEFVE9 xis [Manx Lax fnxrx+<xi nra —IR —r FY:.x I91. rxE91 — ixE9E Rnn9 +FE 1.11e EE 9nEVER, xaF A. 1.1 .OE e49i:,MR i•+nxl ixiFJ xnxiv w+ixlxr 6x91 roinixixa lln EviFE59 —I IEx PE(MisSiax a10 UnrsExE ai ORWtn9 NOxE9Ex, .-IEII. _,._—_—_�—_�_—__—___—__—___--- k_______ n ELEVATION ARCHITECTURAL STYLE: CONTEMPORARY STYLE Finish Monad Sdrfduh! Murk Carnmenb Manu ctrrrcr DE -1 Non e r awl �. 9 7' b�NS 0 0 2 0.3 0 5 9` 4 5 O /17 \ d siB �..-,J, .e _ _ _ _ _ •_. y,.l'� .:^ ,_:_.._, ,_ _ Zd \ 2-0'I � tas� _s•...-. Z Zd �t tee•' � -�'- -.._ -•• •' { �-- .- - - -'_ +. _, v- __ •.•' - � � �+�' .. ;i.��;.'/ .' 4 1 - _ - _ BSZ.tP.lfextar. Eva 54'.1P.Oem4. L..M ::'.\ \ \ ( �j•• rte" ' -� •IP•W91k Be 4meM-Lw.,wM 1i :` ., , w. "` 8 � V ;rj•„yI � 5 '� 4 `' L-. � -r�-� ; 1 8 v. e -T 2} �.;�, � \ :. -\ B�. , 9K r + I T ^ � i I \,� ..: �' 1' �• - •</ T. 66 Alnrk- - ,�,^ � .y / -.1L9A •'.y/':� '. (\I 11 i � il<o 11 .�., ;,J cto7 �',e -i,,� m e T.� �f'_ •! "of4 .:4. Y�2 � �� l !�Y.SO x 'I I. 1 /L •\. 'P•b•,. n, -P$ a'd sox c') � E^.:�. I. - ._-J./. ,L . +.- --c:iae r•�� �b 'eye r -a rd sox 75. ® l '•F ,U rd sox , ®a P•10 Pd sox e _ i 1 .{i -12 P• cazrd sox i _ `.'�•, �r ' % " I :-.:� f %:) I.• 1 ,, .� P4dwx \ g 1. +�1,ty . f5' ossa x .._ G ,.. r 1-1-'L k• _ v 7 :. �.: '.,.,?-. _ .. P.ta sJ-sox ,� .. t-T"'r ,.:,:,L �. ..1! cn] 11„ _.. ,� / •\.�I"____ 0.16 ra-sox it"-_.� °r �'! If � f. f '",7,P.] _ T•. I/ T � \` � --- � st] I .. 1... , � �' i x z - om � • I::• 1� ' '��• I I : jf , It; j,} It" •`v _ -Y., b,c r J r \ - r PA Ij V. r {. L' S �G I � 5.10 r1 2. 14. 77 i C -U O \ 1 4. ;.`.. T. ✓✓ \� •' ,r, J r /\, �jf � � � � I - caw,nnsdlntnfG^c" 1'` \ q` A \ J n N / c -ea r / ' / •'� \ ``• � \"` \:_ "'c r \\, tt L9 E y° it i \?o) I \�,,. a i \ $ w L.L D.L. r.L. c-tz a.a sa tzzze BE. ratan 2885 I •`\„ /j +\ / \ SM1146 0220 1008 4910 \\\ ca x6 u Toru7000 4s96o ImS las .::�` \/ c•1z N 1 v"' \ ( \ \ C45 419 A t44o TTe 2x18 "�� l\ fx rr .;, /� \\ 4.e A fano TTe -IS 7486 11 taeu msa isn z 4-M z,� ifl..\, �\ \• \\ Goa axe EA 11T1a to]az zxaso f / \\ � C4B 0%B TA \ 18]90 1288126x85 C1 a%8 A ell. 0422 \81aB B'RO eom 12021 462 low 1] G18 10]] 4871610 NW SE \ TOTAL 20002 6728 zTi1IXl'... % \\ \ �'•Y : %� r'r \ \'� c%x a.e aA 6841 - 1190x:. ® 3`8'�< I , % \; / \'. \ ,r j' % \ \ Eo exa a 4]m aea] eses ®e� 61.532 /a er �+'�\ \/ x`� \ crA Hss6 a aero 71. E= is.. 62 ` \ \ 1\\ C31 6x 0 64 TOTAL 12. 10860 -41 !` 32.6 \ \ \� y �/ \ s7 \ cao HSS4 eA BEABIS furls oizSo 40'0205 �' Y TOTAL 186D 02117 616M c.5S HEsa ao Bhtm -1. 20B. TEA. -1 TRT 6A 1]815 0121 T00`A ca H -S0 14�BE 197W X126 ce1Hss4 sb zaosa w]e at4az (�/\/�III�\�\/7j r (] p \ cm 4.6 sa 7e zoos ESat V/ �, GGB 4.a ]415 2660 6996 Walk -out Basement Level One Foundation Plan \ GTO 6.a bn fiaT4 twe mm G71 Ev0 4A ID109 1111114]6 Walk -1/4"=1'-0" // \� � c -T2 4 - out A 419 DI 610 / C -TB H394 44 x6105 7911 }7116 2B060TBTa 1W]] C41mnn $d¢dufe "C" _}f aa a •C 66 °' °' U° O LL D.L..._TL Foundation Legend W Gi Oa0 Z 1616 1086 5411 J]60 1]49 ]15.0 IIA baa 2 16]6 1BP9 54]1 J2Y OAa P13.0 1Ew 111z z1Bz 65.0 POST 912E ANOTYPE REF. V JCOL SEE SCHEOUIE) POST CONDITION ANO D ETAIL At RU 11 ESTRUCiUR4L COLUM1W SCHE0t8E1 NDi 6IMP.HARDA'MEREF. (EEESIMPSON HPADNARE SCHEWLE) ER.L•fid =EFF,SHEARVV LLL NOTH L'IVd EoIEARWALLLENOTH O �-ANCHOR BOETSPACINO REF. ISEE ANCHOR BOLT SCHEd1LE9) ��- PIAN NOTE TAO M DETAIL REEK Oi OETNLSHEET4 O it PADFOOTINOTAO TOTAL 2944 2820 6709 O20E8 P,VO AIARESEN, ARCNNECi ExPFE94LY PESEFvf9 HIA Uv'e1nN Ux OIn RC H aro n R Rx�P , F18IHB iN MESE I— THESE -4640 901 in BE FER?WOEED, .-Ee RR E 11 IN ANr Fn IR to BE ASH-INED 9A AW 11IFD PARTY BIT— F- BEI -:NT THE EIBREa9 nI6 1 n1 tki..I 4r am 0 t. .. ©ffm©�INM©IMN INWRI Shnp4 Nnull Sdredull Nanimnrc slog M1I(n. Stud/ ����MMI BREAR9IN SILL F1ATE (TaliNIh1UM EM1IBEDAIEN11N20 CONCRETEI WITH Y. P v0329' Numhn co".. . Pont S(zed Capodty NdR HDI -014 4X4 6A261 HOEDOWN SIRAP WITH Roe IED SINKERS A9 SHOWN HPl HDUBJ0925 6X4 6,8109 HWBJD926HOLWWN W/2x•909114-X2.1/4'W/]iH'OLMIETER PNCHOfl BOLT (PA01J070R (9918281 HD1 HHDOti-6D9z.fi 0%a 11.Bi0p HH001150.926HOLDOl4N Wl26.EDS 1l6 X2.1Rr W/rDIMIETERANCHORBOLT PABBJO HDa HOV11S0E25 4%6 0.61511 OMS HOLOOWN W/00 -SOS 1/4-X2-1/4'W71'DIMfETERANCHOR BOLT HW PAB6A0) FOt Pct CF ECC. ECCE Pc, EPC SEE MET, HD DEMI SIZE A4 SHOWN EEEP09TANOSEAM SIZEASEHOWN 671 "ET4B 1212X4 5.1104 HOIDOWN ETRAP(501EDNAlte 972,.13(72 2X4 047300 HOLOOWN-6016DNAi19 9TO C_,2(L.ET.M 1212%4 B... HOLOOWNSTRAP IB'd LON01 VATN IEDNBJ4 ST4 It)C910 2%4 1.OE04 19100 NNL9•iP ENO LENQiH 576 ChIST12 EXE 18.0004 I� iGD SINKERS -6P END EENOTH TOTAL 2944 2820 6709 O20E8 P,VO AIARESEN, ARCNNECi ExPFE94LY PESEFvf9 HIA Uv'e1nN Ux OIn RC H aro n R Rx�P , F18IHB iN MESE I— THESE -4640 901 in BE FER?WOEED, .-Ee RR E 11 IN ANr Fn IR to BE ASH-INED 9A AW 11IFD PARTY BIT— F- BEI -:NT THE EIBREa9 nI6 1 n1 tki..I 4r am 0 t. .. ©ffm©�INM©IMN INWRI 3300 IM: slog TOPAND BOTTOM (EEE FOUNDATION PIAN FOR STEM NOTH). PROVIDE 6B• DIMIETER f4•LONOANCHORBOLTS(hR to T)AT4B-O.CANOIZFROhlCORNERSANO ����MMI BREAR9IN SILL F1ATE (TaliNIh1UM EM1IBEDAIEN11N20 CONCRETEI WITH Y. P v0329' ®���©iffD�'" EwEEFRe MAY BE REQUIRED 4f.W BlN W2V10 tMCPUM UMN Nmnhn bPA Table 43A IIallS,.a Lmgth. Ptnte loll! 4 Bw PLF zo-on1 ,a- 1x• ®MW WMmN ®�©�� mN m����� ���EM01 ©��L'' 4 mml ®�as '' m� a�M�®��� EW_��o� TOTAL 2944 2820 6709 O20E8 P,VO AIARESEN, ARCNNECi ExPFE94LY PESEFvf9 HIA Uv'e1nN Ux OIn RC H aro n R Rx�P , F18IHB iN MESE I— THESE -4640 901 in BE FER?WOEED, .-Ee RR E 11 IN ANr Fn IR to BE ASH-INED 9A AW 11IFD PARTY BIT— F- BEI -:NT THE EIBREa9 nI6 1 n1 tki..I 4r am 0 t. .. am 0 INWRI 3300 IM: �orm mma�1901EMIM TOPAND BOTTOM (EEE FOUNDATION PIAN FOR STEM NOTH). PROVIDE 6B• DIMIETER f4•LONOANCHORBOLTS(hR to T)AT4B-O.CANOIZFROhlCORNERSANO BREAR9IN SILL F1ATE (TaliNIh1UM EM1IBEDAIEN11N20 CONCRETEI WITH Y. P v0329' EwEEFRe MAY BE REQUIRED 4f.W BlN W2V10 tMCPUM Sfrenr Wall Shear Value Per AF W"DlnrnctcrLw9gAndmr IIa!! $ftl Nmnhn bPA Table 43A IIallS,.a Lmgth. Ptnte ] STAPLE to'O,C t4' 2v 4 Bw PLF zo-on1 ,a- 1x• Plan Notes 1J0 4'VICKCONCRETESIABONV- DONIOMILONrSAND VATH410ARSAT19.ON CENiEFt EACH WAYINCENTEROFSIAR. 3300 CONTINUOUS IE%1B'CONCRETE WOTINO WITH STEI.IAND (1144 REINFORCINOBAR TOPAND BOTTOM (EEE FOUNDATION PIAN FOR STEM NOTH). PROVIDE 6B• DIMIETER f4•LONOANCHORBOLTS(hR to T)AT4B-O.CANOIZFROhlCORNERSANO BREAR9IN SILL F1ATE (TaliNIh1UM EM1IBEDAIEN11N20 CONCRETEI WITH Y. P v0329' EwEEFRe MAY BE REQUIRED 4f.W BlN W2V10 tMCPUM Sfrenr Wall Shear Value Per AF W"DlnrnctcrLw9gAndmr IIa!! $ftl Nmnhn bPA Table 43A IIallS,.a Lmgth. Ptnte ] STAPLE to'O,C t4' 2v 4 Bw PLF zo-on1 ,a- 1x• -2X SRL PIATE AT FLOORS ABOVE THE FOUNDATION LEVEL Foundation Notes 1. CERA TYPE 11,11 Ta•2.FA0 W1.291AY9F0R MATWORK mIN. ro•9.W0p�1.28 OATS FOR BUltd NO 9lAe, HH.'. IN. f c• 4A00 ql. 28 DAYS FOR APPARATUS MAIAB AND ALL FOOTINGS). M1WQIMJM WATERL NEHT RATIO IS o. 44 PATH M1WOMUM SLUMP OF 1. 2 SOILALLOWABLEBEAAINOFRESSUREOFt.'AOPOVNDEPERA AREFOOT. 1, ANCHORBOLTSAND FAETENERSIN CONTAOTWITH PRESERVATIVE -TREATED WOOD SHALL BE HOT OIPPED2NGC.@ OMVANIiEO STEEL 4, SHEARWALL ANCHOR BOLTS ANO HOEDOWN HARONME MUSTBEEECUREDIN PUCE PRIOR TO FOVNOATION INSPECRON. rOpO51d (;f19tOra I10NEC lOr: Zin: Fire Lane LLC ?105 Rim Firc L-, Diamond Rar CA 91765 *D 12/mt.2015 '3-1676 Walk -out Basement Foundation Plan Shear Wall Schedule Notes / 10 '91dLLPLATEATBNSEDWO00FLO"3 94.1' 1. eHSM-U<5>HASOOL150ESIGN®F0RLESSTHAN 6011 PACITYANDOOESNOTEtCEEpOW PIi50 MAYHAVELeILL PUTES. (250S5.f1 �Y Er.) 1' G O RBO A Ald' A RB T9 AT. < 2 AHUR NO PANEL EDOESATPANp.S<i>,<h6cP roHAVE5r P0579(BROLOCWNO). ABU7TiN0 SNEARFDOESATe54>.W>. <dA>, W.S W> \ ro H4vEd.Posrs(pRazptwNp) // ]. NO SHEARPANEt 151DiH5LP6<THAN YA'ALLONED(e.NA'WIDRi-USE 2'0'AN0r4'PANEtS1. ALL ---m- _ A. AACHORBOLT SPACIN0AT5UBAN0A]5(ORLTW/SPACCCCCCINOON roPOFSHEAR WALLONLYOCCLR5 t5HEAE5HEARPANEL50CCUR / 5 (n VNSHEAIMIALLAREAsmRC.01EAO5ORIL.TPq C( IPSAT21'ONCENfER). NAILS SNALLRE{gi-d FPEDORTUM8LE0). NAIIINO APPLIES MALLSppAAS, 0. NAILS SHALL BECOMMON OROALVANZEDBOX (OA�VAM2ED P MANOBLOCIOml AUMCENAUNOATTOP rEee UBEMUPPERroPPLATE STAOGBLNOOF7Uit5mFRAMER9 PC47E19 10 19 ntlTACCEPTVE I. NQFA.ALLBESPACEDNOTLESS iHNJf?FAAApppMPANEt EDGES ANDNOTlE591HAN 58'FROM EDGEOFSTULI.S e. LS0Op SiRUCNRAL PANE155NALL CONFORMj0 C.B.C.9EC. 2JOSt.4. BOT BOT / q -18 /I-9 0. 0.3 .5 1, O2 \ 6t/04180LBI24F-V4 BOTff-1' Gw.w. DBT B•Y hp 22 }128.1/4P6L 50654 CPP H.12 HU410 (SKEWED 50 DEOREE) p C 9 Z4 Q\ DOT B-6 B•Z H.15 UC012 26 6114.14 PSL DBT B -i' BOT 18.6 117A }1rh&1/4 PBL BOT 18-7 Tja BOT c. +Bq W18%55 TOP 18-]' T- 128 W a- BBT 18.6 121 S114e14PSL BOT 18.6 122 61/4.14 PSL GOT 18.6 12&1 }flh14 P91 BOT 18.6 i2] fee W12X40 W24AB4 TDP 11'-6 6-6 1D W2498 TOP 8-6 t51 }12HTPSL DDT 11'•6 Ke, 7-1 60 Beam Schedule t Beufu Above Calc Be nm Level 0 Type Height Floor " Brom Sdfedule 8<arn I I Above We Be.,,, I Level q T e Height Floor H.- Type 10 61/4414PSL TO1(9 6.1' <L+ 17}11.14p9L_ BBT 6•f' Tr4 10 19 Oa OOF qi 3:1 4PBL BOT BOT e•1' q 20 2f 6t/04180LBI24F-V4 BOTff-1' Gw.w. DBT B•Y hp 22 }128.1/4P6L 50654 CPP H.12 HU410 (SKEWED 50 DEOREE) p C 9 Z4 7418 PSL WBX21 DOT B-6 B•Z H.15 UC012 26 6114.14 PSL DBT B -i' Brom Sdfedule 8<arn I I Above We Be.,,, I Level q T e Height Floor H.- Type Loede H.1 GLTV 5.614 0.485'1 CAP HZ 8].6N tfi 5.]S6N CAP H] LEG6WImPFIANOE 10.2909 CAP H.4 I04U ].5Gn4 560W CAP H6 JOFFS 42 10FFSETTOP FLWOE) 7.4001 CAP He Lwl- 7.4004 CAP 77- OLN 4142 (OFFSUTOPFLANOE) i,d CAP HB LEG7W/TOPFLANOE f0.2004CAP H.B GLTV 8614 T. -CAP H.10 GLN 5.514 7,4004 CAP H.It HV410 50654 CPP H.12 HU410 (SKEWED 50 DEOREE) 4Oow CAP .i5 .5d14 ].]564CAP H.f4 HS5VH 6.040p CAP H.15 UC012 I- CAP HAA HUc412 5. -CAP Bldg Diagram 61.5 _"��••\ Aso" ♦,4caa ,���, 2 326 g32.6- 64 ,<``� 5-,e .` Benm Sefedute �• �� 94.1• cox Children's Level Two FranzinQ/Foundation Plan 92 '�vax_1r-0x BeninAbove am C-02 Benm Schedule'. Benin ------ Above We Ben Level N Type Helel t Floor: Beam Scndule BeninAbove Calc Benm Level 0 Type Hetght Floor CD20Oe DWp 11 --EN, -maeLl E4FTE55LY pE9EFVE9 ni5 Crunax ux COPrFicxl aM nnrEe Rx.FEP1Y Fif.INS ix a,- Rmn. TKIE - 1. MI iO BE PER+ -m. Ur-- ea -El Pr Am -aF nnraEF vmnlSnEVfP, MB eBE ixE'/ In 0E A95axF0 In ern hre.y roxii mrn�u: .im, •.:•»,..�•, .... ........ ..................... - - O OF Col... a 8 o LL o4fSrhrdulexSx(S11earLomL.. hrarPoefSchrduk-S- Y ° a 7t t 'C N 4 a sod Cltelom Home tor: Benm Sefedute n Fire Lane LLC BeninAbove Rim Fire Lane Diamond Bar CA 91765 12 Jnrr. 2015 Cale 13-1676 Benm Level q Type Height Floor 114 4110DFf2 10.6 116 2r100F42 _ET_e WTO HI•6 118 F1l4nrF1/4 PARALLent BOT® 18-6 117 }IR.&1/4PSL BOT 18.6 117A }1rh&1/4 PBL BOT 18-7 Tja BOT 18-6 W18%55 TOP 18-]' T- 128 W a- BBT 18.6 121 S114e14PSL BOT 18.6 122 61/4.14 PSL GOT 18.6 12&1 }flh14 P91 BOT 18.6 i2] fee W12X40 W24AB4 TDP 11'-6 6-6 1D W2498 TOP 8-6 t51 }12HTPSL DDT 11'•6 RE AN. U4 5.1/4.14 PS1 i]5 6.1/4.14 PDL BDT 157 5•114414P9L BOT 11'•ff 170 0.8 DF pt roP4A B•6 CD20Oe DWp 11 --EN, -maeLl E4FTE55LY pE9EFVE9 ni5 Crunax ux COPrFicxl aM nnrEe Rx.FEP1Y Fif.INS ix a,- Rmn. TKIE - 1. MI iO BE PER+ -m. Ur-- ea -El Pr Am -aF nnraEF vmnlSnEVfP, MB eBE ixE'/ In 0E A95axF0 In ern hre.y roxii mrn�u: .im, •.:•»,..�•, .... ........ ..................... - - O OF Col... a 8 o LL o4fSrhrdulexSx(S11earLomL.. hrarPoefSchrduk-S- Y ° a 7t t 'C N 4 a sod Cltelom Home tor: D N y n Fire Lane LLC n e Rim Fire Lane Diamond Bar CA 91765 12 Jnrr. 2015 Na CW 4 '"y�xaf v 13-1676 GF Ent65 Children's Level Two Fmg. & Fdn. WPM INEYMA mom wani W.M. NINNINNIMMOM OM.. �O��� ©��(• '(�'' ®®' ammom== '�L' NOW 111111111 rev"NIMBI� �1XVIN0�®" 1311 ® m�o�om IN= IMMO :ate CD20Oe DWp 11 --EN, -maeLl E4FTE55LY pE9EFVE9 ni5 Crunax ux COPrFicxl aM nnrEe Rx.FEP1Y Fif.INS ix a,- Rmn. TKIE - 1. MI iO BE PER+ -m. Ur-- ea -El Pr Am -aF nnraEF vmnlSnEVfP, MB eBE ixE'/ In 0E A95axF0 In ern hre.y roxii mrn�u: .im, •.:•»,..�•, .... ........ ..................... - - O OF Col... a 8 o LL o4fSrhrdulexSx(S11earLomL.. hrarPoefSchrduk-S- Y ° a 7t t 'C N 4 a sod Cltelom Home tor: D N y n Fire Lane LLC n e Rim Fire Lane Diamond Bar CA 91765 12 Jnrr. 2015 Na CW 4 '"y�xaf v 13-1676 GF Ent65 Children's Level Two Fmg. & Fdn. h / 63 JB Platt Notes 2 94 3 Q4.1 w INEADER WITH (13w4TRIAiR1ER EACH END 8-i- �' �t0.10• O N FOR OYPSVFI BOA ERSiYFADE WITH 1 z 49PACERAOAINST H END TIER HEADER WIEH 4113zB TRIM1IAIER EACH ENO / / (HEADER WITH (112a81RiMAlER EACH END / / WTO ur.lm BOT \\ C14•i-rwaMDM BPAN PERC B.C. 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II1=1II—II1=1II II1=1II-111=111=111=111=111: 1-III=III=III=III=III=III=III=1 ;; :'' >. '::= III=III—III=III I I IEl 11=1 I I=I I I=I I I—I I I=1 ' III=III-III=III=III=III=III—III—III �"- 111_111—III=III III 1111=111=III=III—III=III. a � � t �. ,, - I= 11-tt1-t11-t11-1t1-111-tt1-C11-111- ME E111 111_111=III=III=III III=1 G I— — — NDAn stm «• — — —III—III—III—III—III=III—III—I I ISI I I—III—III-111_111—I = ;F I -111=111-111=111=I I I=III III=I I I=III=III=III=III=111—III-III-III=III=III=III—III= $_ 6 L.I I I -1I I-1 11=1 I I -III -1 I I-1 I I-1 I I-1 I L=1 I I-1 I I-1 I I-1 I I-1TI-1 11=1 I I-1 I I -i I I-1 I ISI 11=1 11=1 11=1 I I-1 I I-1 ' � �-€ E � c OFraming Q North Balcony - Sec •on r ' yr .,.a >r Kelp Plan 1".281-U" Proposed O.1— Henre Fore Rim Fire Lane LLC y Aw 22705 R7m Fire [nne D7nmosd Be CA 91765 12 Jan. 2015 13-1676 Dov cnt�v N Ea Wall Sections O2aaB Piun nwFESEx, 4RCxnEC! EaPFEs9LY FESEFVE9 xis Uvnnx VN CnmF�n:n arD mxEF a .11 Bl',, ­ ,x x:ESE R m. fi-E Rar6 aFE rnl In BE I—ED, —1,,Ee nF —ED ix alrl FnFn nR. naroER vmal9nEvfP, InF aRE rxE't rn BE a99:nxEa in nxl tx:N RaFiv irtIM F:R9i Igietnixt fxE EiFFEs4 wN:rlEx PEFnissicN nre Nt4Ex! nF Dnt�cln9 4eFEsfx, Me:iiE[r. c_• � �_ wry •� elm®��e��e�nieesir®Ir �li®�er� I I n t i Q R S O 30 94.1 g4 92 91 s•n s -— -� —� .. y� -f — _ s.1t Chlidran'e�T.P�. 2 �1 _ .1 ��I —�� j_�• I �� � � � •; j� . - 954'-1B' �D 953'-T' T— �. �I_� _ III--- — L- ' — Children's T.P. 2 — - — Mute's Level — - �- 953'-r' ._._.__ 952'-10" 1 _ Mastefe Levei — - ----- I --- T-e,T.P. 6' �1 Children's T.P.1 ___1_ 951'-7" / .I I , !"! .' 1...' - Children's 7• I ( t 951.-r. \` \I oaf Deck Lewe,1, �1 _ _ Children'sLu 0'-1 _ Children's Leve.... L. � — - — - — -it Ir 974'.5•• V — - — - - 940'x0' — - l J — 840'-10' V Bdd eT.P. Basement T.P. ( Basement T.P. 973'-3" 939'-r' . - I :.: 939.-7.. JI I e a - - — _ — - — - Bridge Leve_... I. /�-. - Walk -out Basement 954•-2 ____ _ Walk -out Basement ^ _ _ _ 929�'-10�' I _ _ _ _ _ _ _ ,` . . � = 929.-12 p• lH - _ . ,� .. - _ _ — _ 29'.p• lH If v Garage _ — — — — - - _ 902' III—III—I I �—III=1 I (=1 I I III—_ I I I I _ - — _ — ._ • Fend Fill 11F, Ilii-li1JTil I 1 11111 =1 11II 11: -111 111— -0 Chlidren a T.P. 2 _ - 953•-T' _� Mastefe Level 9s2'-10 ® Framing @ NW Balcony -Section 1 children's T. 1 1/4•-1'-0• O Framing Q North West Balcony -Elevation 951.-r. 2 S/4 2 CMidren'a Level is 6.13 940.10' i ". _—_ i _—LBasement a 15 d zkr�r ,earj; rr Section G 114• -V -V Key Plan 1"='20'-0" P,q—d Custom Home For. Rini Fire Lane LLC A 22105 Rirn Fir, Lane Dia and Bar CA 91765 12 /an. 2015;,, 13-1676 AOR G`FEd�' Wall Section 02556 D— 4WRESErv. —.1- sA.111. RFSfeYf91+15 —11 VN —11- ale —m f1x;PERiv .5.1— 1.- RLN$. T.1- eAtb eFE M1 1. H —M. Uurv:,EC es C4REa W ern r4cn llR --s vm<isREVER, enR eRE li 1 1.OE .1UPIEe ie ercl I— all —.1 tel4ixm3 tME ErExE59.11IEN PEtatissi011 eip Cnlbfnl nF De.— MORE9Crv, MUa1ECr. ___—__—____—�MH~S —_—___—___—___—_—_—�� ___—_____—___—___---- �3, «oafDockL0vel A,% --- L-4 �—��� —__—__ M. �m�V�+& UlR --------------------------- - --- ------------------------- ----------------------------����f� �� v�/*`� -` . .—mmde*��tD ------------ -------------- Ramp Section B _�m—M��—S OGrounding 21 3/3' D -,r-0' SACH WALL JAC �'•'"$BE'E ClWRfB G4AFT AMPER 1 MRGOF--Wl XGTPFf OAMPFA APFROVEOCWEES W DUC WGEMCBN MOISTURE SEES E EXHAUSTOIAT Wfi=N ROOF AFPLAATICN AAE NECESSARY THE VEMS SUE MUST SE A S" DRYER DUCTWIAFANMCHIRVF4XLt DELYER SEE SED aTFli FMi W/PRESSURE SNTCR DRYERVFM APPLICATION. F.i PER U.M.C. IIAXIMUMDRYERVEaU THS NUMBER MA,t ENGTN MMLUN E6 W' ELS.NS o uFEET SO FEET BE SSFEET 2 9FEET ESFEET 3 — ED FEET APPROVEDFL s DUCTWGCDNNECI S-0" MNL ODryer Detail I 1 z I i 1. 511— FWLSH NZ116 M. WAR. PAIMPNMFLAT EI Sa230ALAE TAL MESRIOSAT2POC •: I i ^ O Low Wall Cap Detail BUILDIEA PAPER A FLEXISLEGAI.V. METAL 610000 WREIATH TO RE�ROORETJTO RM SHAPE / / —VIS.WALXER" HEAVYD—.. O / IM. � � ROGF SHFATWO RRAFTPAPER E¢ FIASHWOJUNCRON FISH BU&DINGPAPER'..HEAVYWTY4l1 RIDGE SDAROGi .,y;._ METAL dL OREQ2%P.T.SR1TiATE RR.OR TTil133 pER PINJTYP. 2X BU('OFER MN _ 6CHEDU WP. alm.MPT.60.1RATE UNQWCI OWindow LRXNDATION TYP. STUCCOSOLT Roof Cal. Val. Flashirt� SEE CVETIBER RDETAA�GLAREDATTACHMEM WELMTICN yzWy3 SCREEDWlNEFPION FER T24 a PLAN IM.FlNISH OWindow Sill - Stucco 8 FOJWATICNRAN COP�ERSICNWPLL..._ -r� I - I J Il.._ �__... ,,.......... noirnori 101■■■■■■r■.1i4 FWMSH=RADE � b TT7- i:n , V'• �uS� OWall Base (stone Veneer) 14 17n, -,r-0. 15 — FlMiI'�� M1�• OIt Base (stucco) 13 7,n, -,r-0' GGGA `. FWfAARCNA REGNJC 1G TREATED SI OR ODER A COC.2 tC 6EN.ANf GON¢ 61 CN SECTONMA OO'hag n's Roof Vent SPANISH 23GA OI. VALLEY ROCFTRE RISHWG WI U.T1¢ CRIMPED EDGESTYP. j 2X1 RIDGE NAILER CONiINEAS• ,. LONG RIDGET0.E UtAEALAYMEM CEMEMGFiDUfFlLLTYP. OOIa FELT t?ROLE 61iETING 6EE FRAMING RN4 CON¢ SPMIESIi ROCFTILELLNQ _ � .• — A FLEXISLEGAI.V. METAL >OIa FELT TO RE�ROORETJTO RM SHAPE / / g SirWDARD00.9D QI BASE FLASHWG UDDER FET.T O / .. •.. '-" •.i,... '��',',•. � � ROGF SHFATWO FE32 PLMlTYP. FIASHWOJUNCRON LLi Q e RIDGE SDAROGi .,y;._ METAL dL � SEEDTYP. RR.OR TTil133 pER PINJTYP. 2X BU('OFER MN _ 6CHEDU WP. EUCG PER PLANTYP. fBxGPmP.A OWindow TYP. PLTI. WICRIRRE SI Vs Roof Cal. Val. Flashirt� O Ridge Ridge FLASHING PAPER ..INGPAPFA WELMTICN yzWy3 FER T24 a 6RXS0FIMSH IM.FlNISH 12 Slidfr$ Glass Door Sill 3' -l' -O' 6NCCOFlMSH suwB GPAPEA WT. FINISH 'MOST- INEULATIRI pL A FLEXISLEGAI.V. METAL T / TO RE�ROORETJTO RM SHAPE / / g SirWDARD00.9D QI BASE FLASHWG UDDER FET.T O / TO MPItEWATERTGHT C. O V ERTU F FLA5liit l(i � � MORTAR D. MORTAR E SEALP6EVEMMIO fL�FArQ FIASHWOJUNCRON LLi Q e / IyyIpp METAL GR EOUAL(IMEAE TOSIVCNFWSH PER MMIUFAC RES � SEEDTYP. EPE.FC `RWI, SE'E 6HEETA-7FGi TRI. WNCO.NpER FRGFAE 6CHEDU WP. Head - 5trtcco OWindow 2 slS PLTI. WICRIRRE SI Vs '..STOP FLASHING PAPER ..INGPAPFA WELMTICN yzWy3 FER T24 a 6RXS0FIMSH IM.FlNISH OWindow Sill - Stucco 8 • iiiiiGi'o'► ■■■■■■■■■■. ■ iii■■■■iiii -r� I - I J Il.._ �__... ,,.......... noirnori 101■■■■■■r■.1i4 nruouo i ■■orou■n y 1C\■■■■■r■■1 1r■rrrrrrrrl ��. jE ■ 1■rrr■rr■rr1 ' lrrrrr■rrrrl ■■rrr■■u■u , ,• q�Niche Detail 3/4,-,'-0, > A FLEXISLEGAI.V. METAL T / TO RE�ROORETJTO RM SHAPE / / g SirWDARD00.9D QI BASE FLASHWG UDDER FET.T wmm': TO MPItEWATERTGHT C. O V ERTU F FLA5liit l(i NGTE SEE FLGGR MORTAR D. MORTAR E SEALP6EVEMMIO sm. FIASHWOJUNCRON 18 Plumbing Vent 3' -7'•B" - IM. FINISH .-INOFMQi .MING PAPER M.STG' FLAEHING S FINBSH — wmm': BROP NGTE SEE FLGGR FASNNS PAPER sm. O9Door Head 3'-1'-0' i J 0201E MW eI+MESEµ AFCRIfE[t E+IFF95LY FE9EFVf9 xi4 CNnnR LAW [BMRlcxl erre nIxER PR1PFRty FIBxi9 rx IrvE9E RArtl. UESE P +FE Wi TA BE M1EEtmL V. W—ES DR OPIEB xl em ,BB lnr4i9REVEP, NiR +I.F irrEv in BE >591GrEP fn eNY 1xiFD WFiv wllrhRl HFSi MJ9AtnilrG ixE EAPFE99 wRrilfll POw159i0N eW CMREIq nT DnWIA9 NORE9EH, APOrriECl. WC IN CASINO WEATIER S gMING ONEPECEMIUED Dodi FRAME VVI DRIPS ST1CC0 FlMSH � - IM. FINISH .-INOFMQi GREW& O SNC M.STG' FLAEHING OWindow Tamb - Stucco 7 PSR SLOPE INSUATION PERT24 b NGTE SEE FLGGR HEADER -SEE sm. FRAMING RMI UGHTPRECAST C.1'T. SEALANT EEHIIAFIiNGE STONETRIM-CG METAL GR EOUAL(IMEAE TOSIVCNFWSH PER MMIUFAC RES � SEEDTYP. EPE.FC `RWI, SE'E 6HEETA-7FGi TRI. WNCO.NpER FRGFAE 6CHEDU WP. Head - 5trtcco OWindow UGMPRE STONETBI PAPER .E.R., PERT-24� GREW& O SNC IM. FINISH OWindow Tamb - Stucco 7 MANUF m NGTE SEE FLGGR sm. TRIM FR TRI. —DOW PER E UGHTRiTWE scHEDu TYP. TRIM-W10REI.iEWPL .�, ER fi;►�I '..STOP — .. - —.-... FLASHING PAPER .E.R., PERT-24� SRACO FlMSH ,, IM. FINISH OWindow Tamb - Stucco 7 3•-,r-0, NGTE SEE FLGGR FLM! FOR WP SUEANDERUG WOMTYP. —DOW PER E UGHTRiTWE scHEDu TYP. TRIM-W10REI.iEWPL .�, META. MNSH(AoNSPEroSRICCO FlMSHF£R MMAIFACRlPE9 —NER P. SEEDWP. SEEDW SF£dFlCAR.iI, 6EE SHEET aTFGi TRIM - SEAANT P GPLS CG,T. EEHINDFW4GE 2 slS PLTI. WICRIRRE SI Vs '..STOP FLASHING PAPER ..INGPAPFA WELMTICN yzWy3 FER T24 a 6RXS0FIMSH IM.FlNISH OWindow Sill - Stucco 8 3'-,r-0. 1 6EE FLPN O Roof Eave W/Soffit a ROOFNG PLAiNG tSEE FRAMING RNJI g TRUS9 BLOCKINGWl1'VEM HCEES®EVIILYFWRiH &OIX C. RTEEHEE CAl Fw TFS. SEESHEET A�]FdiTRIM ADHES. O. PDHESNE E qCO EA6 (SEEPWi) F ROCFSNNGP. MNBN (EEE FRM1it1(9 v. ¢ A.,GALV.FL—VESENO AS SHONNSEEEG TGN H 2X FASdANSHRWFTIONS, 1. ",PAROOFTILE UNO 1 R1 ST/LARON K ROOFTRUSTRU59 Q24'QC U L 51.PSONHi"®EACHTRL69 O WALL M. PLATINLIOVS DOU®.ETCP TES N2+mM(p" O. EMERIOR FINISHtSEE E'MERIOR ELEVARGi9 P. IMERIOR FlMSH ¢ METAL6TARTEA STRIP g EXTERIOR FWISAINM EXTERIOR EEEVARWS) Cu stnrctles requisamens for combined F93 and CBC Chaptn 7A (nmr mnstrucOoN: A. Roof covering: Reef coverings shall be Aifa, mmombwlible or shell W fico retarded materia) nm composed of organic fiber with A mldmum Class A rating, As defined hes the C9hramia Building Code. Tile shall be tight -fining and the ape cods of high•pm61e 1111 shall W capped with mroigdlablo mmtdel to prevent bird's slats or, other aondusala materm from teeumdMing. Gmtm 9d dowmpmw shag W contnsemd of meutmbmObie annedd. (I) Rmr,dtay Iladdng, when provided, omil be of 26 page toolmaker snistam metal 16" wile h oodled over. minimum 36" We umlerigla ent omWbmg of ore layer of No, 72 ASPM cap thea running the fall length of fc valley. (2) Rmr gutter s4111. provWal with a mem to prevent the accmnulatlun of leaves and debris )r guuer- B- Exterior walls and buiWing acrantlm: All exmrior watt cm•Mnp shall be ..,-ad of mneomburtble materials or one bear fim rsias d rated connection. (S. page 8 of thb handout far, contractor,ane hour road contractor, am hour mwd commxtion of Wood Sided Structures) In addition, the following shell apply: (1) NI maidedd.1 atm- within the momwin region limit have intede, side yud mgmaks of twenty percent (20%) of rho lot width. Inter er this ymw shall cot be iw llum five fact (5') ad need not ontal fifioa fear (15% Eaves dmll be pertained to p Jett mus the required setback m more than two fact IT). Na Other pmjectlom In the mo mado region shall be allowed Into the interior side or mar yard less than live fest from the property It.. In the valley mg)on, no p jaalon of any kind is .11-d box then five fact (5•) to a side m rear property rim. Exterior wail aepnotious shell mart Ina than ten feet (107 for nit buildings. WORMS that. an adjoining p marls. When building quasi . mm Is" than tar fed (10'), additional mhipalon memurn may be mriMmil by the msparribic fim Authority. C. paves; Eaves shalt provide ma boor rim rnlsom -rud commction erre ruivalest. Sm page 6 for details. Fucf limit be two Inches mminl mUd wood or stucco or equivalent Protection. D. lbterim glaring: Extc for gluing shall comply with the p rvislow of the California Building Code and whh the following a"dealt require -ds: (1) Battles windows. w'udow wells and glad deals, rad wild.- within exisdar dee, shall be could -layered glass panels (dual• or triplop9ncd with A mldmam of one (1) tempered prem, or giro block), or Other auemblies with m orWman of 20 min. ire resht(ve rating. (2) Vinyl window from wemblies shall be prohibited, except when they have all of the following chamctedstn: (a) Fmme and sub aro c°mprlecd of vinyl -mid with added comm; (b) htwi raud. amt in We burdock-: (c) Glazed with Imuiamd glass with At fault am (1) tempered pore; (d) Francs ad lash profiles are cenifid In American Architectural Macafacauring Assaidatlon (HAMA) Lined Cenifist°n Program; aid (e) Cenifid andIal ded In accordance with American National Stadards lmsimte structural requimmw.. E. Exterior Den and Exteror fart, Assemblies: Exterior der assemblies OAR met standard SFM 12-7A-1 or shat) be of app ovd cormad usrible cannamion, or Will core wad having stiles ad mils not iw than 1-318" thick with Wetiar field panel thicknw as Ins than 1.1/M1" tuck, m shell Gave n fin: resistance mtng.f not Iw Nan ZO minuets. Far exterior doom with windows, seta te VI(D) above. Norxombusdbie or exterior firs retarded uetal wood vehicle access dears um cot required an comply with his chapter. R Address Number: All mw rd existing mnmrrxissmy bu8rinp shall he. horridly i lumhuted,-ambnUbil building ddrom n=be. legible from the Mulct or mad farming the property. 'Dome numbersmrca stall common with their bxckgd with a minimum of 4" high and 112" look. numbers. O. Suucnue apednp: Lou,-. veuU.an, or oPednp in wall., baaf, ams, and underficar areas having headroom Iw the four fees (47 in height which are cot find Avid, sash or dean, shall be covered with wire scrap. The xram covering such openings mini he Of orrou lomroli'mm meal or other approved mntttial it., off- equinters protection and shall haws a m3 I- rah of oneaighth inch (118"). Eve vote and roof -mould turbine vera are Prohibited. It Insulation: paper-fazd buulation shall be allowed In antes or vandlamd space" omy if the papa ls cot exposed in the aide opo spam. Cellules, loonatlon Is reardrd to be fim neudant. t. Setback from National Faml Boundary: All buildings an lou whirs aim a National Forst it's twan created hdween March 9, 1988 and April 11, 2007 shall be mr back m leant thirty red (307 from the boundary of to Sm BemMdlm Natimad Forret. Each strMame on a lot fah s was -,ad afar April 12, 20D7 shall be act back rat least 100' from the boundary. 1. Chimneys: Every cld m cy and in conjuration with Any fireplace or any tiering appliance I. wh)d solid as liquid fml u used, MAR be mainmimd with . epuk arrester. An approved spar- .nester ehall meas a doll. c l wucmd of snhllw sed, copper or brass, woven gainaiad who rah, twelve M pup minimum of dmmdghdu imh (3/8") minimum to ane4ulf inmh (1f2") -Air m opeaings, are -led hes or °ver alt -We BlueQPednga in a venial ad neer camel position, adegwdy support a proved movement and visible farm the grad. K. Fare hydmnnr Fire hydrants shall be idcmdfid by m nmllal apadfid by ger Fire Authority. L File] maim: Fuel to alis (e.g., ligmfld petroleum ranks) shall be looted at leas tar (10) fes may farm Any nnmw and )n occardsoo with the Uniform Flre Code, he Table of Projection, ad the Storage Stamlods specified by Fire ifecard Performance Standard. In Chapters 5 and 9 in Division 7 of the Devdep ss. Code. Such conk" shall be sauced to the ground. M. Ware, fames: A minimum of two (2) three quarter inch (314") fauces with bol cur cot oss club saved try a does quare, inch (3W) -.)In. sal installed prior to any pressure reducing dcv)m slid[ be available per babimble mreucmsepaard by at lana ._hid (113) of the perimdn of the atmcm,n Such lauceta sitodd he on to mde(a) of. smarm facing firs, hassidow areas whaavc, partible. N. Da3dng solemn, sari, veils, risen, and bdingi of deck,, poaches ad bmodn where my portion of such surface Is within ten ted (10') d ft primary structure shall be commucled of ignition rubmm materials -running a SFM 12-7A4, or luavy timber, or nmdor fire remdan, hmtd wed (factory applied) m approval mncombaistible cosmid,. O. Piplog: Exposed piping, except fn plumbing vent aban the mcf, Choi be, mnemmbuaf)b)e as defend in the Call@see Building Coda, P. The udenlde of cotnllevuld and ova hanging Appendages Aad di esprld flmn shall be enclosed with nwmm wffld, or igddon mslstml or am hour fire ssbtivo matedds ma the exposed surf . All exposd ""a"d coilmw, breed and supporting walls .hall be prometd as required for exterior all,. Q, Firewood Songs; All areas wed fm the manage of fireweed, or other Flammable materials shall either be ai least th'uty fact PW) may tram all Maximum, or wholly malwd within a A. - R. When wood or vinyl toeingb rod, them shell be a minimum of five (5) foot separation between the wood or vinyl frmdag and ftwall of the oerat strucmm except w Wase Properties when prevlms camtructWr occuned Pursuant in e preview code. Peeing within the five (5) fret separation arca drug be of mncombwti6le material as modified aro bum fimaedilmor.•mrd comtmeica. S. All fence or wells requtrcd adjacent to Nd modification arca+ or wiidlod ares As amditlam of approval far a development p ojmt obeli be connected of mncomblwlble material as defuud N the California Building Code. All atha forms. Including item on to interior of aunt development pmjoct, Me not subject to this rnryiremmt, except a¢ required is IVGO above. T. Where side end tear yards aro enclosed by laming, Bars 9.11 be provided on both side yards for cmugenry Maces to dm rear yard. U. prior to Pemdi amara, a ceri0em (Appuufix F. otomh4 b squired to be filled out scall signed by the reviewing o idd signifying fed Mmcmm As It Is prepared to be built meets shote standards. prior to final approval, the mspomible porous shall sign Appendix F rR7nairg the rococo were Included in it,. mustmction or the smurure- V. A flu1 modification plan may be required by the Fire Department. Contact the Fire Depamnent havingJmmilmlos for more Information. W. Additional r%alnanents: DeparAIM upon specific canditiom of the site, such as fim flow, building ¢spa anima, mad madldom, slope, vegetation, aro., err combinadun thereof, the resperat fim authority may mquhe Any suucmrn to meet mom stringent comtma)o° standards As additional mitigation in the fire threat. Such standards include, hm aro nm limited to, full perhoser exterior walls to be comrmad to the modified or full one-hour mmhuced- Manduda, sprinkles, Mc. Construction saq.1mmmta far dditians, altered...5 samurai and retrofits when the addition equals or excads 50%, or reset, o1`25% or more (FS Overlay omy)c A. The following llem Gam Section VI coed cot be dam: i. Dual pace givaing b maonabie without r m Pane mospand or 20 minute rating. 2- When roof valleys ere flashed, the 26 gotten mamd sort cap ghotAm not required. 3. Ron( guttae do eat .it on be provided with °comm to prevent aceumulmlon of dobd,. 4. Garage, door may be of soy material Permiud by code, 5. Deck surface may be c rosttuated of Any species ofwmd provided it Is .11-11- 1 /2' thick tad mew all awcluod requirement. 6. A completed ad signed Appendix P ls not requind except for mmufaeurd heroes wbm rho Building and Salty Divider well Mi he impemion Agency. AB mrsor fail-- of Section VI that appy are required. SAVE AND EXTERIOR WALL PROTECTION IN FS -3 FIRE HAZARD OVERLAY Eaves may project not mom than 2' Into the required aide yard except for the vmliry logical of FS -3. Prajaid.. of any kind N valley FS3 region nm m1 allowed Ina the 5' me side or rem Property lion. to the a m min region or FS -3 the save overhoog u the only permissible projection Allowed ins Non S• from the ¢ids pmpeny Iim. Approved Class A roof per Om Overky Foods namiml 2" thick solid -d. "memo or equal Ifvn ah.il be emdosd with material. approved far ore -boar file reslstin comuuelon such As seveo.lghth Inch smeeoor equivalent proration or exterior limit. sheathing over 518" type "X" drywall. No cove veno. Supporta maxhnum 24" on -I- -E-,Icr wall coverings shall be constructed of norcombuMibb, or ignitionresistant materials or Mhall Provide cro•hour r. resbmme acted mortrmt m regardless of yard or distance to property line. WOOD SIDED STRUCTURES The following apdom are auggend methods of comfmdon for wood sidd buildings subject to a modified one-hour exterior wall requlmmene As spmjRd in the PSI, FS2 and PSI scram. PLYWOOD: Blind., ol-ne layer 5/8"'rype X gypsum doddog, applied parallel or 20 or 2x6 wood Muds, 16" on center with galvanised roofing nails, 1314" long. 0,120" shank, 7/16" or D2 head, 7" ma center in f. field and at top and beam pima, 4" on ismer .1 ride perimeter. Eat I.; typo plywood (3/8" minimum) to be mndrd over the gypmm sheathing a studs• N.I.iie and thlckmss of the plywood As nquimd Per wnufcnnm's SPeehflotiona and Table 2306.4.1 of the Calif [stat Building Code for plywood Applied over gypsum sheathing 91 per englacces speeif sdant.e When Table 2306,4,1 band it wi l usually rami In 10d common mils or 10d gelvanlzed box nub. Both or'them 10d naW arc 3" in length. Substitution with a shorter nail is eat a0awd. B. DROP SIDING: E oaten mrime with 11" drop riding ova Vs" gypsum sheaddng on 20 wood ands As 16" an tamer. Gypsum sheathing mBine with I U" by No. 11 gouge by 7116" head galvmisd nails 918' Data.Siding .Red with 9.1vmised .meth box mita of 9 arse sufffuenr In Pmeu9a a minimum of 1%" into die training members. - C. Oil- mdhda may be acceptable provided they can be documented with . specific listing or Approval. -Me gypstrm sheathing And stili.& are to be nailed Independently of encb aura. The Impactor is to be called for spot Impedlom to verify the nmllng. Cola or acatfng nulls shall not be wed to null the siding material, but may be used for the drywall only. ODip. Base Cabinet DetaiX 33 ,..,,-0. 1. CA&NEiPMELEEYCa10 2 14 x T FLAT HEAD NOOD SCREW COUNTER SUN(t/P(p 1YOC. FILL 2AMc 1 2x cxvua 0 4 1/4.01AME,ER ORNEPNis®aTOF e. TOE KImt N1rH B0.5EFEti7. Sf}IEWLE 1�ra15CH.%_ 15 ®1EC�I� E) 1 2 s 1. 5iMP50N'Aa40R SIM 2 6CflIeETOWPLL e. ed -411 NAILcrfVVs C 4 m214NWO5CREY3+®1GOCaT FROM FA 7 4 CCgrERtX'CABINET, EMBEQ 2•trl'MIN a 4x SOUD BLOCNINGVwrH SIMPSCN AMCPe BOTTOaI EA MDBEMEErI b -R0.9 a ° WM Tim NIEG�.6 Wes TO RAMI w p O m x TN000 tx:m5`s QQA0 7. 2x 9RID9 L9 i P OC LSEE PLAN1 a •LOCAW VG4r PLI.EtECmICAI. A=EsISBEMtD CABWEr 9H4D,DE _`CF TO mOVIOEACCESSTMU8Am( PPNEL Ci CAmttT 34 TIlp Casework Wall Anchorage 17/2 7 -0 i. I MF50N' Aa9 W 6m, 2 11214 WCa0D +fnIa Is"OC 8 T cola. EA CIXiR. OCABINET, EMBED. 21+1 ;IN WIFM4NHER9C r9kCCMELDOfs Nan j51MP nl4TCPe BOTTOM EA MD BETN£IIi �mnAs S. BACKNEBFRAIaE e GIFSU. warm 7, 1W1 yv,OODWMG.aMINE BxCK Pana cop.) OTin Casework Wall Anchorage 35 3. ,-0" i. N1ioncmEaLYASMWA1 SRIOs ai . sono BIPCKiN3 2 r®. ,_MlCP uelrT 36 T»p Co_unterCountertopAnchorage ;,2".l,.g" 1 T _ 1 4 t. "sIarm- YIOH SIM. 2 SCRIBETOWPII B 1E '"'MM ° 4 eE '"'OSCM ®1P6Cbr FROM EA CCRNmC axoiwv. EMBED, 2,112" MIR SiMPMCN Ala TO P�EBOTTOM ..- E-EENH srL09 m. era®MIOHEIGHf TYP. ®ALL CtiEYAr1K ° N�nscmNsarorC AMitq W/12)ttmaT • tOCI+DON CF P LL EIECmiCAL grtLETB BEHItaB +JIB WET SHALL BE VERff IED TO PRO VIDE ACCE SS THRU BACK PNEL OF CA&NEi 39OTjipLipper Cabinet Wall Anchorage I yr • 1•-0' Owr. LraA ., AaU,I1Eti EnFFE99xv -1-1 N,9 aae+nN mow mnP,FIAa +,at aN ra mfR --a m NIE9E -w. T.11E R -ret In BE PEH++a. . O, `mo �A o"m IN - F.Fl1 AE -1 to as 4ai in 4N! INlan P4Ary wlNnnir i,mn m14iN t Ealx , w.IIt EN PEid+iSsinN Asn mN 1.P roes- amm arN, AAannECi. NOfE9:Fdi GENERAL NOTES EQ �I, AtN 4NCHOflAGE pE A L9 BET 2 9PIGINAR11SI C FACE PANE1IVAUMD OA eE Eau DIsr4NCE PROM AQaCEN7 FACE DRAUHIS INm110F5 MNERS Ata)DOOR9 0 '.1 Drma9 DRAY011000R FN OMNER IOWRFACE O • QB PANEEATH Tll CCUNTENTOP9f94150 PACE Q 01$TTAR E . EQI. O 0 `o OCasework 32 3/4"•1'4" OCabinet Section 31 I. -IV -10" A SnA WALLS /s'O'C W/60• nE0CWN1'Eii TOP . JCGES ESR 2]E 770 FT 3rBREN(91N 9 ' FROM CCRNm9 MO FLAT HE4D NOLO SCR EV.9 !19N GRADE RYNWO(WTH ,TE FlNI9Hd OCabinet Section Am SRAvVL Gla`="A m UMW= wTEDcwNrFR rca 't..mIXFiN R9�6 artAmN s r mond CpiNER9 awe BRE4HS w K _ _ NISHGRAEE0.W,OODiWtN UTE FlNI9H) EE 8 StkB REQ MEM ISS G WRNLpUM S T O P SPUCSIWITH] oXIMTEGRATALL SIDES D. SLASPREPARAAONISEE E SR• �jxpiBxni6WMMD WRE MESH (BLOCK VPTO HOU3AT CENTER OF SLAB F. CONCRETE SLAB (SEE O FOURJONT IOPRONAy H PLATE) ETREATEOSILL I. INTERIOR FINISH (SEE RAN) J. ANGOR BOLT(EMSEDT MW. MOFlRSi POUR) 34J' Retaining Wall 13'-0" OJERSPRTHCEECRHOLE SOLT11ETE tN6'OJER PNOICR_TR `M` PLATE u FIXUSWGEFOXYGROUi 6. SIMP$ONSPS_ —TS �UGNGAT SNDWALL PER PIAt4 i F O L . FIXUEWO SIMP. BP35N All. SIDES D. sLASRTEPAMAWISEE Perimeter Footing W1 Curb B IS (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) �'�� 'id'i!�`i"'•!ilii Fl 11 Ix I.- RAI9. T -E -1. 4I.E Int Tn OE FE -1, Lx t"I"11 M CnREn Ix FLOOR FRAMINS ,EDE FLAN) : •i �•-;.: ., h SSS FtATE) L INTERDR FIN 'SEE FLANI a, ,.... .. �I.gA41ii3ik'AT-7:�•` -^r I-fi y rMiN� IMO FlRSTFMRI L O e — ALL siUCCA LOCATTIM, h � i .. M. PADFCORNO N EESCHERE&M 'EOUWEMENTS,ENTS � t%'ll,.! N vm(MLSG_0ICSEE— -/ INTI I 4t TOHOX)AT MESH (Bt1X;KUPTO MCLDAT GENIER OF SLAB) ANCFDR BOLT SEE IS SMPIlERTHPNHCLEW HODpA,y F. GWCRETE SLAB ISEE FLPN) n FOU4JOMIOPTIONPl) D l) f CC44TRAGTCR SHALLSFECIFYOVERAILLENGTH H FRESSL TED61LL 1I! OFANCHOR FMCTNERHOLDOM4SNOTUSTEDWTHETA9E t. INTERIIXLATE)HISEE FLPNI h; MISSING EPLM:E W�ROD, MEEDMEM PBOVE ANOOR Utt✓ERR CONDRroH9 NOT INCWCED J. EXTERIOR FINISH(SEE RAN) ANOHORBCLTIEMBED— r 6THp14 Hii22, SB' 1P Csp plrpgA'•'• )/r tT HEREOUMAGf ANIX4ESEN ARCH(fECNRE INC. FGR SPEGRCFDL K INT—STPOUR) B SEERNJ Missin 11oldown 97 FootingW/Curb 3r4 --r-0” 91 Perimeter 3/4- - V. 0' 34J' Retaining Wall 13'-0" OJERSPRTHCEECRHOLE SOLT11ETE tN6'OJER PNOICR_TR `M` PLATE u FIXUSWGEFOXYGROUi 6. SIMP$ONSPS_ —TS �UGNGAT SNDWALL PER PIAt4 i F O L . FIXUEWO SIMP. BP35N All. SIDES D. sLASRTEPAMAWISEE Perimeter Footing W1 Curb B IS (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) �'�� 'id'i!�`i"'•!ilii Fl 11 Ix I.- RAI9. T -E -1. 4I.E Int Tn OE FE -1, Lx t"I"11 M CnREn Ix FLOOR FRAMINS ,EDE FLAN) : •i �•-;.: ., h SSS FtATE) L INTERDR FIN 'SEE FLANI a, ,.... .. J. FXTERroR FINISH IS_FLAN) K ANCHOR BCLT(EMBED TMW, RE` FlOI=FSAN INSTA LATF=fMRRERPROO�WRES y rMiN� IMO FlRSTFMRI L O U.�^••''' — ALL siUCCA LOCATTIM, h 2P .. M. PADFCORNO N EESCHERE&M 'EOUWEMENTS,ENTS MIN ISEE RN49) t%'ll,.! N vm(MLSG_0ICSEE— -/ INTI I 4t TOHOX)AT MESH (Bt1X;KUPTO MCLDAT GENIER OF SLAB) 34J' Retaining Wall 13'-0" F�,1 Slab To Perimeter t ] i. A` 1 OJERSPRTHCEECRHOLE SOLT11ETE tN6'OJER PNOICR_TR `M` PLATE u FIXUSWGEFOXYGROUi 6. SIMP$ONSPS_ —TS �UGNGAT SNDWALL PER PIAt4 i F O L . FIXUEWO SIMP. BP35N All. SIDES D. sLASRTEPAMAWISEE Perimeter Footing W1 Curb B IS (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) �'�� 'id'i!�`i"'•!ilii Fl 11 Ix I.- RAI9. T -E -1. 4I.E Int Tn OE FE -1, Lx t"I"11 M CnREn Ix FLOOR FRAMINS ,EDE FLAN) : •i �•-;.: ., h SSS FtATE) L INTERDR FIN 'SEE FLANI a, ,.... .. J. FXTERroR FINISH IS_FLAN) K ANCHOR BCLT(EMBED TMW, RE` FlOI=FSAN INSTA LATF=fMRRERPROO�WRES y rMiN� IMO FlRSTFMRI L O U.�^••''' — ALL siUCCA LOCATTIM, h 2P .. M. PADFCORNO N EESCHERE&M 'EOUWEMENTS,ENTS MIN ISEE RN49) INSTALLATION. STRENGTHFO.25BB PSI. vm(MLSG_0ICSEE— -/ tL4'MIN I 4t TOHOX)AT MESH (Bt1X;KUPTO MCLDAT GENIER OF SLAB) ANCFDR BOLT SEE IS SMPIlERTHPNHCLEW HODpA,y F. GWCRETE SLAB ISEE FLPN) n FOU4JOMIOPTIONPl) D CC44TRAGTCR SHALLSFECIFYOVERAILLENGTH H FRESSL TED61LL " OFANCHOR FMCTNERHOLDOM4SNOTUSTEDWTHETA9E t. INTERIIXLATE)HISEE FLPNI h; MISSING EPLM:E W�ROD, MEEDMEM PBOVE ANOOR Utt✓ERR CONDRroH9 NOT INCWCED J. EXTERIOR FINISH(SEE RAN) ANOHORBCLTIEMBED— r 6THp14 Hii22, SB' 1P Csp plrpgA'•'• )/r tT HEREOUMAGf ANIX4ESEN ARCH(fECNRE INC. FGR SPEGRCFDL K INT—STPOUR) HOtM COiBA ]B' 15' SEERNJ Missin 11oldown 97 F�,1 Slab To Perimeter t ] i. A` 1 OJERSPRTHCEECRHOLE SOLT11ETE tN6'OJER PNOICR_TR `M` PLATE u FIXUSWGEFOXYGROUi 6. SIMP$ONSPS_ fl 5 SNDWALL PER PIAt4 i F O L . FIXUEWO SIMP. BP35N All. SIDES D. sLASRTEPAMAWISEE Perimeter Footing W1 Curb B E e'x6'z OF10xp10 WE10E0 WIVE MESH I&= 0. FINISH GRPDE 12k4'FlEER EJPAN51(Y4 JOIM DRIVEWAY I6EEGIViLPIAf6) _ H C. • D. fl NATWALGRA(JE C. (tl p4BAR CGNIiNLVlA9 TCP • _ B E ATERJCES) WIRITCONCREIE POUT JOINT(on CNALI ANDDDLAPDRTM6RJCE5 WITH r CCNCRETECO"n F O L . aiS Ha All. SIDES D. sLASRTEPAMAWISEE _ ��^�-1 L B E e'x6'z OF10xp10 WE10E0 WIVE MESH I&= (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) t, Interior Bearing Footing UPTOHIXDATCEMEROF--.- F. CPWCRETESLPB (sEH PLANT Fl 11 Ix I.- RAI9. T -E -1. 4I.E Int Tn OE FE -1, Lx t"I"11 M CnREn Ix n POURJOIM(DPfICNN.) H R4ESSLF4E TREATED 6ILL : •i �•-;.: ., h SSS FtATE) L INTERDR FIN 'SEE FLANI a, ,.... .. J. FXTERroR FINISH IS_FLAN) K ANCHOR BCLT(EMBED TMW, RE` FlOI=FSAN INSTA LATF=fMRRERPROO�WRES y rMiN� IMO FlRSTFMRI L O U.�^••''' — ALL siUCCA LOCATTIM, h 2P .. M. PADFCORNO N EESCHERE&M 'EOUWEMENTS,ENTS MIN ISEE RN49) INSTALLATION. STRENGTHFO.25BB PSI. Perimeter Footing Sn. Col. W/ Pad Footing I yr - 7,-0" A CONCRETE SIAB(SEE PLPNI fl S"xe'xnCENtE MSLA WRE MEEHIPJ-OCKUPTO HLTE"W FINTER SEE PLA C. INKM FlNISH (SEE FLAN) D. 2x PRE56U4ETR DIAEN. PLtNtIAT ITULTI `Olr 12-TIB-I.o. D.tA1( DIA METER RIVEAT ]r OO AND tr MAX FROM BREAKS IN RATE C D D A Interior Wall 3/4,-I•-0• A 4K—(UNO)OV PLAN a RE'FERTOPLANSBTASLEMIAWFOR CWNECTIDNTYPE NOTES: A11- SRUPS ARE 61MPSCN SiflCf q TIE NSTPLLSTRAPS OVER EFEPR PANEL • REF64TOTYRCALINFTAICDND O CETA4SFCRMINFORMATIAACN MW FE925B0 PEISI INSTALL ADDRICNAL N4%S-0' MOORWRNFA OM'�4 j F� C04f. REBAR EXIST 49TMSLOCATIG4 • SFE DEfAiLpI FOR LEGENDA INFORMABONNDSHOWT4 £STRAPEMBEOMEM MARKS IS COLD - JGM • FDR MISSWOdT MISLOCATED i LOItIOMM i srttM, SEE DETAIL91INGt PSONIDLtDOYrN b NO. DFNAIL6 EACH SRtAP IDi4 t4' (]Bi -16E 61NNER Ititerior Bearing Footing 0 ,,-,r-0, II A qI) III—B 'A: II_�. 12k4'FlEER EJPAN51(Y4 JOIM DRIVEWAY I6EEGIViLPIAf6) _ H C. • D. REBM(SEEPLANICOMINUOUS TATERU BOT10M(MWIMUM2E • _ B E ATERJCES) WIRITCONCREIE POUT JOINT(on CNALI B'MIN S F NC —PINGWRETE(SEE FOUNDATION PLAN) n s -F . BLADR4EPARATICN ('ES FOUNDATION FLAN) 1T MIN Garage Door Opening 0 Footing 3/4' - V-0- (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) 1. RTONDE MIN. W BMS E LOV3 YTD T• HIX TFE CEMEATCORNO•(BEND RESBtXT T4NER) 2 SSTB BOLT J NOTE: PROVIDE CONTROL JOINTS AT 16-0" MAX EACH WAY (U.O.N.) PROVIDE SAW CUT WITHIN 24 HOURS OF POUR SEALANT WITH FINE SANDTOPPINO 1/r MAX S' CONCR STE SLAB WITH 04 ;4 wMAX RADIUS h ®2Y EACH WAY (3,000 PSI) 4 T —I I � QfJ-12—ml —I &L T SAWCUT(W)COND'A' I HANDTOOLJOINT(TJ)COND'B- O94 T»p. Control loint I. -,,-0, E F O s S A FINNATURALISH RADE S. G RADE (1).SARCONRNIAUSTOP h ONDEOITOM(MWIMUM 2P -%',— '• _ _ _ LAPAT sPUCEs) WTM - - r GON,ETECOJERAT ALL SIDES D. PLABPREPARAAON ISEE h .• •• b E 6zG)xptOxnIDKEIDEO WIRE �,•�•'• ME.(BLOGL UPTOHOLDATt2, C CENIEROFSLAB) F. CONCRETE SLAB ISEEF- MPt n Povtt, INT(oPTIONNJ OSlab Edge 95 V,. -,,-0- A 4 POMU.N.0)O4PLAN B CONNECT TYPE &E BELOW FOR (�T, GG44NECTIONTYPE v \ 'a• NOTES: - ALL SKIFFS MESIMP50N51RO4OAE B - INETPJI STRAPS OJEli 6HEM PANEL REFERTOTYPORm ON FOOTWO DEI'AIL9 FC(T MO 3,0X) P 4IAAAON - MIN.FG],OSO PSI INETALLADDRIONALn4Yb-0•CENTERED STRMHOlOOM4 (BEND RE'6AA ®CORNEAIOMR . DAB"CCNT.M RER EXIST ®THIS LOCATION SEEDETAIL#1I-1FCRL5MND6WD FCRMATN NDT 6HOAM V � - STRAPEMBEDMEM MAPo1310 CGDJOWt L - E MMIS6INOORMISLOCATEDH0.DOWTd STRPP, SEDETAilBt64i EIMPEONHDLDDOMJ la NO.OFNAIIB EACH STRAP STH044 t4 >8)-t6EsINKEA O ExteriorHoldown Strap G OSlab To Perimeter Exterior Footing 93 3,4--,,.p, C A (2)p4 BARMINRNU-STOP ANDBDTTOMWIMMUM2 LAP AT SRJCES) WRHr CONCRETE COVER AT ALL SIMS S SIABFREPPRATWOUXERAM G .ESH(ntOzgUOTOHED WIRE M ESH IBLGCK UP TO HLLD AT GENTFA DF 61AB) D, fANCREIESLABISEE FIAlJ) E MESSURETRFLL NT1oPRCNPI) F. PLATE) ATEDSI O IMEOR FlNI6H ISEE FTAN) H WALLFRAMINDISEE PL ANI 1. ANCHOR BCEOTMW IMO FlRSTFMF-RI Ri t. 4x4 POST U.NO (SET: PLAN) 92 Interior Bearing Footing (41 a4 HDR¢ DAA TAM. ZP CRUSHEDROCKW/PDIA ToCORNERHTT22 TOCORNMIM 14- LIT INSTALLATION INSTALLATION 2 STRAP(SEETABL.E) ]. EMSEOMENTISFROM COLOJONTATNOF MWO 2 PERFORATEDDRAINPIPE FOUR FOJNDATIDNSYSTEMS. Retaining Wall 14'-0" (SLOPE 1M'/FT Retaining Wall T-0"TO DAYUGM EACH END) t, Interior Bearing Footing pwr. AeOFESEN, AaOIIiECf EAFFESSLT PESEM1VE9 x19 UxnAx LAx CnP+Flrxi ANI nixER RK44RIY Fl 11 Ix I.- RAI9. T -E -1. 4I.E Int Tn OE FE -1, Lx t"I"11 M CnREn Ix vert FA ne,=fF 1mA1S 11R, NnR xRE T,E'/ IA SE e59I:nIEn IR —1 1— 1nx1T tnlxlIt FIMF MI—Ift, — E+Pu'E59 xRIIIEx RFHISSIRx Aro enxSEx( nF DnuGu9 ANIPESEx, MCxIiE[I. J NOTE: PROVIDE CONTROL JOINTS AT 16-0" MAX EACH WAY (U.O.N.) PROVIDE SAW CUT WITHIN 24 HOURS OF POUR SEALANT WITH FINE SANDTOPPINO 1/r MAX S' CONCR STE SLAB WITH 04 ;4 wMAX RADIUS h ®2Y EACH WAY (3,000 PSI) 4 T —I I � QfJ-12—ml —I &L T SAWCUT(W)COND'A' I HANDTOOLJOINT(TJ)COND'B- O94 T»p. Control loint I. -,,-0, E F O s S A FINNATURALISH RADE S. G RADE (1).SARCONRNIAUSTOP h ONDEOITOM(MWIMUM 2P -%',— '• _ _ _ LAPAT sPUCEs) WTM - - r GON,ETECOJERAT ALL SIDES D. PLABPREPARAAON ISEE h .• •• b E 6zG)xptOxnIDKEIDEO WIRE �,•�•'• ME.(BLOGL UPTOHOLDATt2, C CENIEROFSLAB) F. CONCRETE SLAB ISEEF- MPt n Povtt, INT(oPTIONNJ OSlab Edge 95 V,. -,,-0- A 4 POMU.N.0)O4PLAN B CONNECT TYPE &E BELOW FOR (�T, GG44NECTIONTYPE v \ 'a• NOTES: - ALL SKIFFS MESIMP50N51RO4OAE B - INETPJI STRAPS OJEli 6HEM PANEL REFERTOTYPORm ON FOOTWO DEI'AIL9 FC(T MO 3,0X) P 4IAAAON - MIN.FG],OSO PSI INETALLADDRIONALn4Yb-0•CENTERED STRMHOlOOM4 (BEND RE'6AA ®CORNEAIOMR . DAB"CCNT.M RER EXIST ®THIS LOCATION SEEDETAIL#1I-1FCRL5MND6WD FCRMATN NDT 6HOAM V � - STRAPEMBEDMEM MAPo1310 CGDJOWt L - E MMIS6INOORMISLOCATEDH0.DOWTd STRPP, SEDETAilBt64i EIMPEONHDLDDOMJ la NO.OFNAIIB EACH STRAP STH044 t4 >8)-t6EsINKEA O ExteriorHoldown Strap G OSlab To Perimeter Exterior Footing 93 3,4--,,.p, C A (2)p4 BARMINRNU-STOP ANDBDTTOMWIMMUM2 LAP AT SRJCES) WRHr CONCRETE COVER AT ALL SIMS S SIABFREPPRATWOUXERAM G .ESH(ntOzgUOTOHED WIRE M ESH IBLGCK UP TO HLLD AT GENTFA DF 61AB) D, fANCREIESLABISEE FIAlJ) E MESSURETRFLL NT1oPRCNPI) F. PLATE) ATEDSI O IMEOR FlNI6H ISEE FTAN) H WALLFRAMINDISEE PL ANI 1. ANCHOR BCEOTMW IMO FlRSTFMF-RI Ri 98 Pad Footing V4- - r -o - OSlab To Perimeter Garage Footing 99 3/4--,,-0- 0. FWISMGRRDE S NATtFRALGRAOE C. (i). DAR CONTINUOUS TCP ONDSOTTOMIMWIMUM 2P LAPATSPUIM)WTH r C METE—MAT ALL SIDES D. sLABRREPPAAR)ATI_(SEE E rx6•xntOxnlp WELDED ME MESH (BLOCK LIP TO HGD AT CENTER CF ELAS) F. 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CC 6TUPR N9 pHI-N GUAA0RAILP6iURWO WAU OORIM JgST WRHTNO t!r OIAMEfER ATVEAT O LAGSCREWSSPACEDGMART N VERi1CAL S ART. S6PACEDNOT MOPETNNJ SarOD MART. Rim Edge With Railiz:Q 71/2' • t'-0" L BEAM ISEE RANO Z TOP FLANGEHMGFA (SEEPLM) a. 61MPSW HCLDOWN fiTRMPFTL RAN 4 FIDD(7 JOISTPER FIAN9 5. FI.OIXt SHEATHING PEtt PLM9 0. SHEAR WALLWtffRECCWR9 ]. . WPlIFRAMING W 1600 PER FlM Holdown Stray I yr - r -0- A RCCF StE INC(SEE FT4AMWG RAJ41 B "StMP?ON-QG QO(CLOSERSPACINGREQIWEOATSiEP/LWN133EESF WALL_LE) C. EDGEMUN` D. SOLID. SLXKR E RODFINS&F¢TISEE HN41 P SEE FRAMINGR.PNFE= 6HEAT14M o- tpi, ZYGA0..CGIMA �.�Wp IE�pAS SHORN FROM PSHEEf) J. 6H6ARPANELWHEREOCWRSISEEFRAMINGPLAM p / K ROCFTRUSS021OC(UNa) / L 511ASDNH1.WEACN TRUSS TOWALL / M. CONDNUC4190aJHETCP FtAlE4 N 35tUDSW/0"aG F / O. OR BEAM PEA HIW (SEE _NS) McAnJ Eave Detail 17/2' - r -o- lrMf-� i I 1" 0. tFl• fl StEEt BEAM PEA PLAN. LNAOFt9 G NAILER SfUDWZ{OIC 002 S D. 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BEAM FRAMING CCRPONpNG BEAM FEIGM J. m,2'1HEAOEDSTO 2 1A W4DEDTatOPGF STm e1.t®2{nc Steel Col. to Beanz Connection O'FROM ENDS a srEEL BEAM PER PIAN 11/2•-I'-0- 5 1l{ STEEL CIDP WEIDETJ TOSTEEI WL W/(J)518' W/iWs ME- 0.925TH2U 80LT9 0. STEELCOL PER FAN VD E Vo STAGGERED Steel BM to Wood BM'S I yr -1,0. DOF,iiNLgU9 OCUEIETOP FlAT9 BEAM ISEE RAN) 51MPSOMMSTA24 AtS GJPEAO/SIDE 4X NIND POST 19AMEwDTH A98EAM A8OVE) HEADER � (EEEIL NM TRIMMERS RCIXEHEATHING(SEEPLAN) 21BRAFTERSAT2- Ht CLIPS AT2{¢O EN (W AT S"OIC) 6TMIOWO SEAM METAL ROCFINa OVER BRUMENE GL' B' LU5T0 HANGER PIASTEJL Si0P8CAlNl -2.v0 CEILING 2160UDBLOC%ING JOISTSAT2{OA7 @Eave Detail It/2•-x-0• 1.1f8'EX ILII ,MD GROOVE J'i4NAlmOODLEATD TOPOFSTEEL BEAM ST'I m mm OT -P STEEL BM ®21 OG AND,mm ENDS SIMPSaJW HMIGEASTO CONECT- 5 STEEL. 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FLY WOOD SHEATHING pER FLFN H E.N. -11, --= © PipingTlzrnz Plate Framing (1/{PER FOOTSLOPE-MW.) 1112'-,•-0. ROOK SHEATHING (SEE FLAN/ wT v Steel BM to BM Conection© Wood Nailer to Steel Column 1'U2' -,•,0, I yr -1'-0' A 13r{MAX IFBCAED HCLE E7(CEm tar{IN2A4TCP Ts 2a{Wae TOP FLATS STRAP ESOP RAT W/REM EBELAN. S NOTCH W ELATE G tS/SILLRATES D. PM -ER IFEKHERECCCVR9 E 61MPSgJ CSt5r1{LAN° METPLSTRAP, TYP. EM]I PLATE Cu Ec NN4S (D EACHSIDSIDE F. LCTATMCHWWLTYMK mom V. -AWAY M Nara GR ENDCFRAT ¢ MJCFIOR80.T3 PER FLANS NOTE F NGTCHm HT%E EXCEEE]9 wsOFTCPF, mwmT DEE SIMFSON 516114. V,`-. ES CF RATES. -E-.NEEDED 14WALLFRAMINGGIW= (0 z rn RODRJOIsr®lma,:PER Q-> 1 FLOOR SHFA�"Tt4D �rP.PN3 1 4 SHE'WPLL 45fERE CE:a1R9 3 LTP4CLIPQII'OO & EDGE NANNG ]. TIMSEASTRAND I�lPLSL 8. DIXIBLE TJI BLCCIONO 9. BN © Shear Transfer Both Sides _ b_ t: F jF C - S,EEI.. ELATE IN FW I VIEW IN 2 J J 2 ,. BEAMISEE RANI 2 SIMPSON LH52PHM1GEA 1 ROOF FRAMWGI6EE PLAW) 4 SHEgTHWOlSEEPIAN) foisto Beanz i. 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W AM1W{ T C4 n'C W/ m 5' S' M 8 A95110AN 14 COPE ROOK BEAM A96HOM1 Steel Beanz to Floor Toist Conection 2 SLOPE � 0 Steel BM to BM Conection #2 b4WPiLFRAMING®t60C TJFLOCft ENEAMNEKRI sRq"S 4 4 5. 2 1A 1 0. ]. ex•a)Es®tz•Oc, u.Na ETX;E NARJNO TIMEEPSTRMA OCMS T ,-CIMMS4 WHEN P'MLEL CCx.ODOmIX93 CCCUR9 usE t y{ LSL nMBER sTnrn w m aJs e, (.DEVEAYEl.00K W tb"OG cwtsnW.Evb4a DEcx.wlsrPEAFtA III 5 Shear Transfer°° 10 t? t, i-iB'E%ROSUPEI TCNGIIE ANO t l J t 1. t-1/0"EXFOSURE ITGNGVE ANOGRODVE RYWOW MSTA36 2 r GRoovE t 0 2 JVNNL TOTCP �' 2 3. IJifE"MEI. B�EAThi°TOPOF mt?THEPDEDBNO i STEE BEAM FER (SEE PLAN) Beam To Beam NElDEDTOTOPOFSTEEL BM(D2{OCMJOS'FROM 1. FLY WOOD SHEATHING pER FLFN H PLAN J%NNLER NrttH t/t' D P F J 1 nsnio Et �ro 1 1: ill G. slMPswsrw4'PER TABLE EN09 2 1�NNLERTOTCPCF 6TU09®4B-m T�BMSI _ ® I 4. 61MPSOV'84"HMlGER9 TO STEELBEAM 2 ° En .Q✓ CWNTFRSWH A9 IOMJ h R = pg b - d 4 �]�3I S STEELBEAMPERRAN mYHIDEOTOE SCF C. 5"a 8'96'B"6TEEL O S I AT tAmWG - I 4 STESLEEAM FER LL. liE b.. I B tPTJI FLOOR JOISTFER RAJ+ 0 4 STEEL. BM ®2POC PND ENa9 D. HATE 14 s-M25I-U I b t/7 IR FLAN C _ e FULLOEPTH tI{ 7. FULLDEPIH t/{STEEL. cFlLGM 4. SIIAPSIX4'W'H MRS BOLT � 1/WELBWGWON _ STEE WSET PND ( if 'i:'. ] TObTEEi.BFAMw 5. T6TEELBEAM FER RAN E HOTH 0 srm.EEAMCIJP�EDwPl 0 b. FEVLLOEPiH VISTEEL 5 fl YAHOO BENJ FEA FLAN F. T6,SID,,I,, STEEL F SB'PG25n u 0. FULLDEPfFi t/{ 5 1% 0. uRIMJOLSTPEA TIE -m 4 "T wsET TO NNLER WRHAl-- (GGFESrRAPaVER NAY�ER Steel BM to B 4 Conection © Steel BM Conection TOFRD @ Steel Beam to Wood Beam Steel Col, to SteelBeanz x112' -1'A• 1-1b- 1/2• Ivr-I,,w CO2010 - .1CR 1 ARUN1ECi Evffl S- --.9Nig ffm4N LIW CRMRIRNI enp nINER R .11-1179 IN Tt1E9E Rola. TNEIE PUM IRE NN IA BE FFPRnC9 l OIIt IIR 00-11- FDNN M HINNM 1-T-1ER• ,NEI NI DE -1- N0 - 1Ni.91-1.111 T 11.1 nbII1NwG RIE EI19:E99 wANIEN FEM1991CN aro WNSEN1 AF W.- MORE9EN, -1-. IN 2 J J 2 ,. BEAMISEE RANI 2 SIMPSON LH52PHM1GEA 1 ROOF FRAMWGI6EE PLAW) 4 SHEgTHWOlSEEPIAN) foisto Beanz i. BEAM ISEE FLMI) 2 51MPSON MSTA)S'STRAP 1 MU.n,'SN0.ROR FOSi (SEE FiNB 4 CONiiNLOJ900.1&ETOPFIATEB EO EO 2 J Flush Beam 5 ,..,r-0, Toisyr-r-0LedgeY BORED 11aE3 SREsE:E EXTERIOR NGN. HEARIN(9b BEARWG wars waLJs 2x4 tans 2.,10• 2X0 2J ur S W 2.2X4 Z•If 2.110' 2.2X0 -W1WF" im ON A HOLEEDGEDISTANCEE/0'MIN. H S a. s "X, to D. 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W AM1W{ T C4 n'C W/ m 5' S' M 8 A95110AN 14 COPE ROOK BEAM A96HOM1 Steel Beanz to Floor Toist Conection 2 SLOPE � 0 ,. 1 b4WPiLFRAMING®t60C TJFLOCft ENEAMNEKRI sRq"S 4 4 5. SHE'WALLN9EREOCn9R9 LTP4 CUP®iCOC CR (ONE A'IS FER 1 0. ]. ex•a)Es®tz•Oc, u.Na ETX;E NARJNO TIMEEPSTRMA OCMS ,-CIMMS4 WHEN P'MLEL CCx.ODOmIX93 CCCUR9 usE t y{ LSL nMBER sTnrn w m aJs e, (.DEVEAYEl.00K W tb"OG cwtsnW.Evb4a DEcx.wlsrPEAFtA RLNB EANOFLOIX9JOISTA MI MIN CF 2lJ THE pSTMANCECE aTME 5 Shear Transfer°° ,2•alCTGnEJ016TTOGErHER 1712• .. x•-0� Ea MSTA36 „ S i 1 1 i BEAM HANGER (SEE PLAN) Beam To Beam 17/2' v V-6- NAIUSPLKE A SrTl STRAP. F J 8 EMERxM WP1L G CONT.L RAT® wA1L En Ea G. slMPswsrw4'PER TABLE E N"Et1MBER°FNNLESPEMW BEIWEET45RJCINGPOINTS FER TABLE BELOW. F. L ,,E-UNMRSPLICE a TYP.-AT-OC. H. 1W SIN MMI,SATICOC UNG. 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WLDWOIXfTSiDEMRFCRROCF6HEATHWO 8 MlA9 FACOMBUEIOJ MUEPE SCREENED C TRU.9 Nal®6HFATHING SIMMEW O UIEOFBEVEEIDHKO WEN CPE VAgIGALVMI¢EDM OUTSIH.®ERM gµ ALINJGENEIRE TRUSSINUNE OFROIF 6HTQ 6EE iJl5021F ]. FRE6HaRFORCOMBUSTi KLLSEEU-MINOUA fYSUPPICIENT TRUES p S NOTSE APPLY1-T FIXR FLRNALE DEMAND. Drag Detail 6. FAOVIDE JP MIMMUMNOPHINO SPACEIN FRONT FWERO% 0 � K A P NR 98roAY9TEE1 GIPOEA TRUSS SHAPED H OFFEITRUSSGR BEAM Interior Shear Wall Fart In Attic (SE . CFFSEC FP.M G.RNER R O 1. TP.lAU5.E9 HANGING FROM 11n•-7•-0• tU1USTO GIRCERTRUSSO INS IN GIRDER J. WAPLLTFVS6ES BF.MINO CR09S SECTION 61MP6CW CSt.JP E D C 50J M L 'BLURL)SA PBPLI'CR EON4,ISHOTPIN9 ID) -I ICND17 2TT8)AT ,NE ANDM M CORNERS MD BREAKS IN SILL 1. WELAYER59'GYP6UM mMDTMPNM 9. 4"TOPSE BASE fl46E i CCNC.6LAB(SEE FLAN) @Non-bearing Wood Wall 3•-1'-0' J IRoof To Wall Flashing Q 3'-1•-0• i6GAP) ,r -m, 1 ,x4CCNTINLOLG I...\/ \ JAI RCCFSHEATHWO ,BdwPQG �J/ MEAJII AT LEDGF]R 6PNCE H2PQIPGG Rake Wall FlashinQ 11/1-1•-0• H D. F. H MMENTNAasc OC (EAGGERm) BJNDNAXGPOC RIOCEROF NAR®12"OC DECK FE ALSIDEWIP EM METALSIDE E IPEDGECVERFELT EAVE MEALEOGE UNCEA FET ME GALVMEAL DMV. MFVSMNO WRN DRIP EDGE PLANMEW CF C910STAAP -1.1NOPAT TTIN nO Drag Detail 1' -1'-0' DRAG G.T. 1/4' -1'-0• A CONT. JOIE CR 6LCIKINQ SEE FMMiN00.M1 fl BEAM ISEE RPN) DRAOTRUSEWI G-TCPPATE9 D. FGEORMULTIEUD,SEE BOl1NDATRY NAIL PLAN.ECRJAL EOJAL 0SHEATHING E SPAGWMDE'NDLENGTIR {- (14) 180 (14)1. ALONG FNRRE PERTMUESELON I Nato NaUS TRUSS F. SIMILAR CQJDRION(FL.. BFNJ) SIMP60N EBT14 ¢ SIMPSCNSiRM FEA TPHE UNG, SEE TABLE FOR MOREINFO. N ELKO W! NAILWOINiO BOTTOM QRIRD OF TRD E SE'E TABLE FOR MCAEINPQ +aE stC I9 NOT REDO MEN THE WOTIR 0F 0. UPECF BEVELED FLJLO.WIEN.ENOTEEVElm,IFTPU5S 19AJPt](TPU95 PROWDE RND. TRUSEWILIN FNOMTOPTO BOT. GRIR0. USE SWPBR NAI(SATSiflPPE I IFTRUM/UhECFEN. C. IF TRU56 ODES NOT UNE L4V+iMWAL1., PHONOE)X4XB'4T M EMBER BEi4YmJ TRUSSESMD2f4HEADQIT D. ttP. TRUSSES BEMINGONWAI.L E AEREa 1MP5Gd 611RM CUTTOFRCN WAN.A95HOAN8 ACROSS PLL BAYSOFBNUR. AS REODMIN (41 BAYS W/MINI]) NAILS TOEACH BOCK F. RIOFSHEATHIN0. ¢ UNECFEEVET.FTOTiIE WEN.OFROOMKSE6EE 116021E NOTFEVE(ID.AFRY 1806 AT P OG TO THE G IRDER TRU55 (MIN. 6 BAYs). Drag Detail A DRECRCN OFFACE CRAW a DVARPAGM 80UNOMY NaUNO1HNj.1S0®P OG G DISCQYDGE NA0 PPNIS EDGE EDGE NaUN01 W G- D. zPMBi UNLESS FULLY &OGRm®ALLEDGE9. E i/B'GMUN¢ F. CMDNAILWG NDtl AT iT Q 1AMINOMEMBERS H TYP. APPROVED HANGM USE(3)IWTIE N..IFLENGTHOFTCE JOSTISGREATERTWW BuO 1. BACK/UTm TIEaIEMNGwIDSL./D9_ MEMBER AMIPER RAM 8 PROROVIDE 8N P'( EDGES. J. 2AAYS OF a,BwiNAILSaLs®z,P OC. K ZY4F NOMMIE FRAMINGMEMBER RWI 1110 COMMON Na44 QE ®EA END L RHEA P M. ROOF ORR MEMBER, FRAMING MEMBER. N. L9TOBE MATC1E MATCHED WIEDGE NANNO Q PANEL JIWI' UENOTH NAIL,` EACH A EXTQRIOR CEAINT FLIEEP CRI PAPER GFSTRAP SICEOFSTAAP A E61J0JP HAGKEi)MEAL( WALL FPAMWG (SEESEE RAN) h D 1 G 1LASNUI V. -INTER ME48 40' Ipli6tl NaLE 2+4 BUCG W/fill .E POOP sSHEATHING H TYP. GYP. B0. EDGENARINO c. W12ATE ,6tl NaLS, L=JP E 4v Px]4 DA Oa.V, NIFAINN Iv / v I n CEMEM MDRTM C= TILE ,�7/ E I ROOF @EAT -(SEE F J. ROOF(M.M(SMPUJ/) J IRoof To Wall Flashing Q 3'-1•-0• i6GAP) ,r -m, 1 ,x4CCNTINLOLG I...\/ \ JAI RCCFSHEATHWO ,BdwPQG �J/ MEAJII AT LEDGF]R 6PNCE H2PQIPGG Rake Wall FlashinQ 11/1-1•-0• H D. F. H MMENTNAasc OC (EAGGERm) BJNDNAXGPOC RIOCEROF NAR®12"OC DECK FE ALSIDEWIP EM METALSIDE E IPEDGECVERFELT EAVE MEALEOGE UNCEA FET ME GALVMEAL DMV. MFVSMNO WRN DRIP EDGE PLANMEW CF C910STAAP -1.1NOPAT TTIN nO Drag Detail 1' -1'-0' DRAG G.T. 1/4' -1'-0• A CONT. JOIE CR 6LCIKINQ SEE FMMiN00.M1 fl BEAM ISEE RPN) DRAOTRUSEWI G-TCPPATE9 D. FGEORMULTIEUD,SEE BOl1NDATRY NAIL PLAN.ECRJAL EOJAL 0SHEATHING E SPAGWMDE'NDLENGTIR {- (14) 180 (14)1. ALONG FNRRE PERTMUESELON I Nato NaUS TRUSS F. SIMILAR CQJDRION(FL.. BFNJ) SIMP60N EBT14 ¢ SIMPSCNSiRM FEA TPHE UNG, SEE TABLE FOR MOREINFO. N ELKO W! NAILWOINiO BOTTOM QRIRD OF TRD E SE'E TABLE FOR MCAEINPQ +aE stC I9 NOT REDO MEN THE WOTIR 0F 0. UPECF BEVELED FLJLO.WIEN.ENOTEEVElm,IFTPU5S 19AJPt](TPU95 PROWDE RND. TRUSEWILIN FNOMTOPTO BOT. GRIR0. USE SWPBR NAI(SATSiflPPE I IFTRUM/UhECFEN. C. IF TRU56 ODES NOT UNE L4V+iMWAL1., PHONOE)X4XB'4T M EMBER BEi4YmJ TRUSSESMD2f4HEADQIT D. ttP. TRUSSES BEMINGONWAI.L E AEREa 1MP5Gd 611RM CUTTOFRCN WAN.A95HOAN8 ACROSS PLL BAYSOFBNUR. AS REODMIN (41 BAYS W/MINI]) NAILS TOEACH BOCK F. RIOFSHEATHIN0. ¢ UNECFEEVET.FTOTiIE WEN.OFROOMKSE6EE 116021E NOTFEVE(ID.AFRY 1806 AT P OG TO THE G IRDER TRU55 (MIN. 6 BAYs). 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IXOVER PLAIIE2C 0 W/(1UTOPOEACH WEEENTR I 1 X OVER TX PATE OR (TJ TX roP PLATE NHEN TRUSS HOT. CtARD ISBEPAINO 1. siMP. ITT ®EACH GCNNE4T H R E F 1. NAAS,L1(Jz) iBl Nass. L•JP DRAG TRUSS 9 1/4' -1,,D. TIESTRAP SPEGPEDI9 FSR THAN THE. -OF THE HOROM CHORDOFTHE RU.$ OR MENDB- MflU551JEMBER ABUSED DMGTRUS9 .- DMY {-[WAL7 N-GSHEATHWO ALONDENRRETRUSS 0. N0 WHEREOm R9 PERFLM ARIZOO MS EIMPSW SIOEO G DRTTOO PLATES DSC4 WI TOTAL (AD) LOWRIOFINEAUATICN ]%SRA ON BM, PFA 0.M 50.5 6CREYJ9 AS DRAG TRUSS COND #2 9 M C I 1/4• -1.-g. 3/4' -1'-0' 9 TRUSS TO G.T. 1/4• -1,-8. ROOF E -EAT IHO SR' WX RYN,XO 2, U.Nn ISEE PLAM Drag Detail PLACER TPU59(6EE C L A 0. N0 WHEREOm R9 PERFLM ARIZOO MS 9 SIOEO G DRTTOO PLATES e LOWRIOFINEAUATICN ]%SRA ON BM, PFA 0.M 4. DOU-TOPPATES M C I BOCOMMONAT 4"OG (UN.0) PEA 6f+EAR WALL 3/4' -1'-0' 13 ATHMHROOF8HEELATLOW ROOIF td. WNOVJHEALER N D. .E POOP sSHEATHING H TYP. GYP. B0. EDGENARINO c. W12ATE E MW. OI iBtl TOE NAILS TOLED4EIF SPMOF POOP ELKXINO F. 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EaOmeted OenRantl Panel TWh IXMT Bi VA 1W W% Bi VA UltNrq 540 VA 1Wri 590 VA TOW Conn Lased: 2009BVA HVPC LlOvinB•OweOkq UTrt 5580 VA 00W VA t286.Wri .11 9% ]11UVA 0 VA ]21 T°W 6LD4mPM: 21441 VA T°W COm.Camlrt B]A RceeMatle 10WDVA OS,54ri 10490 VA TOW FiL DamMCVmnk BBA NOW: 1, nE Ei.ECfRiCALSYSfEM 6HALLBEGROINDEDBY LFER WIBOJD9TOGAS b WATER%PWG 3 PRWMONE MINIMUM SEPARATE 2sAMPCIRWR`MIAUNORY APFUAJCES. NO OTHER UOADS.95H ANM U LAUNIXRYCIRCUR. 4 iiRAN OFOONDU8ORRAIICEUGMWGMEINCOM&NATOµ NO MORE TI W! W%OF�Nq/GRORRARN3 MAY BEU6ED. 9. OROUNDIN NEIECTROOENNDUOTOR SHAH �pOCOPiR:R FOR 10IRAbp4 O-ROPN]e21"AJNJ OFAWA D. FMROOMCONTNNINOAWATERCLOSET6HPL.WAIT LE0.5TOTE FDOURE FROVIdNO A MINIMUM OF40 WMEN9 PER WATT ]. FWORESCEM Fl%RIRE95HALLNOT O]MNNMED RICAN UUIPS OCKETS AU.M BE ONSEPARATE6V0TCFEMUSIFO INCANCESCEM MGHRNET. e IXCAROFCSEDUGM FI%iUa INWJ. BEUSTEDFOR THE FRdi�SEO LOCATIOK UGNRWO OR ROAMS W WO OR SNORER ENIXDSUPES 6RRALLM IABEtEDS-0 FOR ONAP IDCARO45' B OPERW A`U`P 0ELECTRICPLPET ORAT10NSTHRIXIOH FIRE RESLRDVE RATEDWAILS,W TRIO49, ToM S,ORCEAJNGS SHALLBEFIRES STOPPED USWO PPPROVED METHOD TO MAMNN TfE FlRE PESISTNIIRAT W0. MOVIDE�BM�8I MIMMUM6EPARATE29AMPORCUn TOKRO1EN Nai)ANCEH is. ELEC]RICALECUIPMEM REWWWGEIECRRICPLGCNAEEOTI0N90F MORE 17, Ti1PNWAMP9SHPiLHAVE AFOSfiiVE MEMI9 CF d5CONNECTPWPCEM TO PND IN SIGHT FROM THE E0.11PMEMSERVED. %iOVi0E0t5WMJECT(SI AT 0.C. DONOf WSTALLgSOCNTECT9 BFMNDEOJIPMEM. ALL LIGHfB W BARiRODM9 PNOKRCHEN SHPll BEFLUIXRESCENi, COMPPLT FLUORE6CEM, IXR APPROVED EOVAL 6MgEENMMNETECTOfR96HAU-SOINO AUDIDLE INN.L SI.EEPWOPAEA9 )SECTIONSOFW) 18. PROWCT60FCOMgISTIIXR DETECTORS PAE REOIRED AT FU.OR GEIUNG OF 10. CORRIDORORRODM VrHIDi FRONOESACCES9 TOSLEFPINO ROOMSKENNO 20. ABOVE 6TNRWAYTOSI.EEPINOR FIRE ARNING STOM MOTE N08201 ORN0 WMMYOEESTAn IION E2WVSEWARNIRDWREM5Id WMTECfgR9T0 21. COM0.Y N12}i 6ECRIX4 80],2 a THE C.8 G HARD VIRE ttPICP1 WiHATtERY BACK UPPND WIERCdVNECIEDSOTHAT WREN ONE SOUNDS, THEYALL60UN0. 22 NCXUW .OFW&FORANY TFEB A -ARM EPA MT TMOES NOT WCWOEM%iOVN. FdR ANYTYPE CF ALAJRM 6YSTEMTHAT MAY ElE SFiGY.t9OR PEWRm.SEPARATENiiiOVPL4FgR PNYNPAM SYSTEM MUST REOBTAINED. T3 T1.11-- is RE FEH++OVEEO. VIAKIIi RR.- in en -t - nR 1`1-vmclsaEVER, MR.. 1.1 Ai txE E]i%E54 t1aR1EN PERu551Mr PM Cnx501i nF dlWla9 arpRESEn, MErvUECt. Electrical Legend EROMINO REOU IRFMENTH• 1. ALLUGHTS IN KRONEN, tAURDRYROOM3, BATHROOM, TOBEHIGHEFFlCACY UC4RiiNONJDTO EE 6WRCFffDSWARATELYFROM NON HIGH ET'FlCACY UGMING 2 UGHfiNGINBATFBROOM, GARAGE LAUTIDRY RCOM9 PNDURt1tYRWM5 Mt15T8E C0.ttR0.1ED 8Y A OCCU'AM SENSOR 3 MIYOMEA ROOM MUSE EE SVRTCHEp BYA000.APM5EN50R OR dMRAER S WTTCH. ICEDSEI9 UNDER TO 50 FT PAE EXEMPT. ) 4 ALLOIJTOOCYt UGHTItXST0 H4VEA MOnON 6ENSOR SWRCHCOMBWATIONATDOR TIMER SWRCHCM.Y (W MW MAK) 5 ALL ROOMSTOHAVE WHTIN3 TO REPLACER NIXJ HIGH FFFlCACYUGNTING SINIL 6E WO ONASEPNUTECIRCURFROM HIGHEFFlCACY UGMWG O. ORFlXNOMAERRIDEMD H4VEAW MIN. MAX TIMR NMAMIWA`2UL"A""CRPA"MINFAEDE ]. HIGHRICWMINARMMUSM%NBD 11. 1 WIRESM ANDINSTAUAnORFOR-UTLET,FI RESANO MTCHESTO M DETERRESMMINED Pf01HESQERESFCNSIBLY OFUCENSEDEIECTRIGIFNCNTHEJ08 2 IFPNYFIEW CHMRGES NEEDTOBE MPDETHEUCENSEDERJ:CTRICIAN HAS 50.E PENIA SIEUTY FOR NJ.OUA il-IEMNNGES k1U6T8E MRROVED BYGENERPL CIX4TRACTOR MD MUST FCU.ONiHE2WSE$G �j W%RECERADE20A125V-TP.1WWEGRWNdNO £ ORE WS PIED IT CFF SEARANDS"OFFFWI6 DCQINTERTOP dRLDERECEPI'ADE:2LiA•125V-2P, 1lMREGROJNDfAULTIMERRt/PTIONTYF£TOBE INSTAN1FAU.IXF SLRVr N-AU-OU1`$OCUNIERTCP. WEATHEFRROCF COVERW GR0.JNOFAU.TIMERRUPTION FORALLOUf SIOEOLRIET9 W FLDE RECEPTAO.E: 20At25V-2P,1 W IPE PAC FAULT INTERRUPTION T YPE TO BE �8ppINS(AUEDtTOFF SLAB AAD B"CFFFWISHEO COWTERTOP •.u;° FEOCRMOUJTEDIXIDtFXRECEPTADAULT V-2P,IWREGRWRAINSIM tte�nJenl�� WEATHERPROOF CODER WIGRWNDFAIRTWIERRE&rRON Fqi N10Ui GIDE OURET9 _p? RECEPTADE20N2IDV-2P,IWIREGROVNOINOTYPE TORE INSTPU.EU 1IJJ JFIOOfTFlMSHED6IJH U,NO. 0 CPNUGM.AMCANLIGFRS ARE TOWS MLLYFROTECTED.ALLUGMSTOWHIGH EFFICIENCY lF W IXiE6CEM.) U.KO. �% WALL MOIMmFU(TURE HIGH EFrICIENCY (FLt1ORE5CEM.IUN4 O MS•MOTK]4SENSOt WILTWSMICH -f� CE NNGMDLe1iEDFORUREMFMWXP UGH TOBEHIGHEFFlCIENCY(FUIORESCEMJ U.KO ® FLLXRESCEM LIGHT,PLL),IGHTSTOBEHNiH EFFICiENLI'(FLWRE6CENTJ ® SMO DETE MS"MMBINEDCPRBINEDiOADEDETECTOT-HARDWRETOPOAER PNDSECURRYSYSTEM W/BATTERYBACI<iR WDICAINDICAT I SYATCH.20A-135V FWSH MOLNi AT WS'Di AS.NOTED5U85DiIPTAT 6YMBOl ES THE FIXIDMNO: ]-THEE WAY 4•FOUR WAY D•OMMER T -11M IIPANT 6ENSOT T-nMER ®® M9 -MOTION SENSIXR J_.-RMOSTAT SEE FAUATD NCUNR INSTALLATID9 MPNJALFOR OETAIL9 110 issC EXHAUSTFANT5SONES; ALL BATHROOM9ID HAVE UGMTHAT IB TOHAVE ATLEASi 4] WHEN FFR WATT. • ALL BATRWOOM9VNTUBS OR SHW.ER9. WATEACIDSEt6AW LAUJORY ROOMS, WI %iCPETI EMERICR OPERABLE VENI1LARIX4 SHAIIUSEA RECWIXJIfiTiN3 FRN FOR REMOVINYSCOORS BATHROOMS Vd N690R SIROV�ER9 ATID LAUIgRY flOOM9, W/ NO EXIFAIOi OPENINGS SHALL BE PROVIOEO A M EC W W )CAL VEMMnON SYSTEM BRAT FRWIDEA MINIMUM CF 9ABR CHANGES FERFK)UR gREGTi.Y VENTED TO1'HEOlR510E • THE OiSCHMGEfVIM FORTlEEXHAUSi ATR SHALLBEATLEASTTFROM PII EMII/IOR OFEMNOSWHICHNI.OwS NR ENTRY INTOTHE OIX:LiPIEO ARE0.4 A98REWAnONS: F`FUJOR V`VAFCR RUI flE9iSiiVE Pity 4RCFE0EN, ARUni ECt EaFFESSIY PESEFYE9Ieg r-n.•efnR LSN [nP'rFttxi et0 oR�EP Ha�PERiv flLxiS In MFSE RnM. Plan Notes 16640 E%1k-FN4CPPASU:OF FNE COMI-EPIR D4NGES EVERYIIXRi. DISCHARGE AIR TO- MWTfH mw WDISCRMOEA MINIMUM C -FROM M1Y OPEMNOV.NIC11 N10N =SIMAIRIMOTHEBULGING. NEWSRWLYAIq DIFFUSER 6EEMECHAMCALNEWRI-IMAOR WCT MDGRIIlENEN t-1T2TONOOMBINARCNHEAT%1MPARHANDUN(S LNITONRM. DE WATERTIGMGALVANsMD PAN V4TH 0!4' PV C CONDENSATE OVERFLOVJTO MAIN ADOVE WNDON.IIO V, dSWMIECI SYATDi IVERffY CONIXJGTOR 6QEAN0 FUSING WRNu- C S) rlWs FdRwaSURFPCEMOJMEDFLLDflESCEMPoROR MGM RALLNEWSMOREOE]ECTIXi96HNLREGENEFRIMMYfVNERFROMTHEW DNG WRING, NAVE A BATTER'T BAORARP, EMRASIGNN.VAENTHEBATTERIES PAE ltM', HAVEPERMNIEM NIRWOY4T1CUf A dSCCNMECTING SVvRCH ODER T WWTHOSE flECVAOEDAROVERCURRENFFROfECFION.ECIORS 0 OUNAN[NEO ACDauI IN, Fit MEANG ARIEDMRDTHE DETECTOR SHML SgIND PNAtAAM THAT i9 AUOIBU:IN ALL STEEI�tNO PAEAS. 16735 CENNGFANWTMWW(ASSEEWTD0 Y .%MR) FRO MMEfUSIU TIONBO% UStED FOR FPN SUFPoMSECUflEDTO SOJD2K EEmRWG PROVIDE SEPPAATE SNATCHES FOR FMN AND LIGHT. Electrical Legend EROMINO REOU IRFMENTH• 1. ALLUGHTS IN KRONEN, tAURDRYROOM3, BATHROOM, TOBEHIGHEFFlCACY UC4RiiNONJDTO EE 6WRCFffDSWARATELYFROM NON HIGH ET'FlCACY UGMING 2 UGHfiNGINBATFBROOM, GARAGE LAUTIDRY RCOM9 PNDURt1tYRWM5 Mt15T8E C0.ttR0.1ED 8Y A OCCU'AM SENSOR 3 MIYOMEA ROOM MUSE EE SVRTCHEp BYA000.APM5EN50R OR dMRAER S WTTCH. ICEDSEI9 UNDER TO 50 FT PAE EXEMPT. ) 4 ALLOIJTOOCYt UGHTItXST0 H4VEA MOnON 6ENSOR SWRCHCOMBWATIONATDOR TIMER SWRCHCM.Y (W MW MAK) 5 ALL ROOMSTOHAVE WHTIN3 TO REPLACER NIXJ HIGH FFFlCACYUGNTING SINIL 6E WO ONASEPNUTECIRCURFROM HIGHEFFlCACY UGMWG O. ORFlXNOMAERRIDEMD H4VEAW MIN. MAX TIMR NMAMIWA`2UL"A""CRPA"MINFAEDE ]. HIGHRICWMINARMMUSM%NBD 11. 1 WIRESM ANDINSTAUAnORFOR-UTLET,FI RESANO MTCHESTO M DETERRESMMINED Pf01HESQERESFCNSIBLY OFUCENSEDEIECTRIGIFNCNTHEJ08 2 IFPNYFIEW CHMRGES NEEDTOBE MPDETHEUCENSEDERJ:CTRICIAN HAS 50.E PENIA SIEUTY FOR NJ.OUA il-IEMNNGES k1U6T8E MRROVED BYGENERPL CIX4TRACTOR MD MUST FCU.ONiHE2WSE$G �j W%RECERADE20A125V-TP.1WWEGRWNdNO £ ORE WS PIED IT CFF SEARANDS"OFFFWI6 DCQINTERTOP dRLDERECEPI'ADE:2LiA•125V-2P, 1lMREGROJNDfAULTIMERRt/PTIONTYF£TOBE INSTAN1FAU.IXF SLRVr N-AU-OU1`$OCUNIERTCP. WEATHEFRROCF COVERW GR0.JNOFAU.TIMERRUPTION FORALLOUf SIOEOLRIET9 W FLDE RECEPTAO.E: 20At25V-2P,1 W IPE PAC FAULT INTERRUPTION T YPE TO BE �8ppINS(AUEDtTOFF SLAB AAD B"CFFFWISHEO COWTERTOP •.u;° FEOCRMOUJTEDIXIDtFXRECEPTADAULT V-2P,IWREGRWRAINSIM tte�nJenl�� WEATHERPROOF CODER WIGRWNDFAIRTWIERRE&rRON Fqi N10Ui GIDE OURET9 _p? RECEPTADE20N2IDV-2P,IWIREGROVNOINOTYPE TORE INSTPU.EU 1IJJ JFIOOfTFlMSHED6IJH U,NO. 0 CPNUGM.AMCANLIGFRS ARE TOWS MLLYFROTECTED.ALLUGMSTOWHIGH EFFICIENCY lF W IXiE6CEM.) U.KO. �% WALL MOIMmFU(TURE HIGH EFrICIENCY (FLt1ORE5CEM.IUN4 O MS•MOTK]4SENSOt WILTWSMICH -f� CE NNGMDLe1iEDFORUREMFMWXP UGH TOBEHIGHEFFlCIENCY(FUIORESCEMJ U.KO ® FLLXRESCEM LIGHT,PLL),IGHTSTOBEHNiH EFFICiENLI'(FLWRE6CENTJ ® SMO DETE MS"MMBINEDCPRBINEDiOADEDETECTOT-HARDWRETOPOAER PNDSECURRYSYSTEM W/BATTERYBACI<iR WDICAINDICAT I SYATCH.20A-135V FWSH MOLNi AT WS'Di AS.NOTED5U85DiIPTAT 6YMBOl ES THE FIXIDMNO: ]-THEE WAY 4•FOUR WAY D•OMMER T -11M IIPANT 6ENSOT T-nMER ®® M9 -MOTION SENSIXR J_.-RMOSTAT SEE FAUATD NCUNR INSTALLATID9 MPNJALFOR OETAIL9 110 issC EXHAUSTFANT5SONES; ALL BATHROOM9ID HAVE UGMTHAT IB TOHAVE ATLEASi 4] WHEN FFR WATT. • ALL BATRWOOM9VNTUBS OR SHW.ER9. WATEACIDSEt6AW LAUJORY ROOMS, WI %iCPETI EMERICR OPERABLE VENI1LARIX4 SHAIIUSEA RECWIXJIfiTiN3 FRN FOR REMOVINYSCOORS BATHROOMS Vd N690R SIROV�ER9 ATID LAUIgRY flOOM9, W/ NO EXIFAIOi OPENINGS SHALL BE PROVIOEO A M EC W W )CAL VEMMnON SYSTEM BRAT FRWIDEA MINIMUM CF 9ABR CHANGES FERFK)UR gREGTi.Y VENTED TO1'HEOlR510E • THE OiSCHMGEfVIM FORTlEEXHAUSi ATR SHALLBEATLEASTTFROM PII EMII/IOR OFEMNOSWHICHNI.OwS NR ENTRY INTOTHE OIX:LiPIEO ARE0.4 A98REWAnONS: F`FUJOR V`VAFCR RUI flE9iSiiVE Pity 4RCFE0EN, ARUni ECt EaFFESSIY PESEFYE9Ieg r-n.•efnR LSN [nP'rFttxi et0 oR�EP Ha�PERiv flLxiS In MFSE RnM. Branch Panel: " atr�� i j j � •-'` � ;- X %" : '._-- LOWon:3C4rGnmpFllaofi�� BUPPNFmrK MdAPoRdq 110.r.'•AK Sb.. valb: lavt4pvtRR3w Ph w:1 a.c.Rwnp: la,pmgMPs Maim Type: r �Y^^^ AO r` 1 i /,� / Mewpnp: SURFACE �� YAraa:2 MatmRa9nP 30A ^+. Electrical 3rd Floor - Garage Level Entlwun: iyp41 AM ® '�F MCB Ra0nP +i:"�t4`` j / 7�., / ` 1/a•�ir-0" Nota•: *�� r Yt -,.M1 ' - CRT ChcuM OrMIpWn TIP .Pair A 8 Pawf TAP .—t— on CRT "•'^' '�, �Tr;�^ - , 4 - mom o o v • - 81 Gampo-Ma4kfa FU/UpIWO-MavkR eub MA 1 1521VA 1059VA - i 3PA . GMa MaakfalFYl Uplvvb0•Gam0o•Drn-4pp 0? �`• �� � ^ ® Gamp4 Madtfa Fldfl4cedodv-Di ON 3)A t tUOVA 19WVA t 31A M.1—FITITI—Mada•D4n EI BS GampaMatl4fe Nlflecadadv-MAtlM Sulo 10A t 1=W, INIVA :- 1 20A C»mpo'MaileM1Fll RecepWe-Compo BO BI GMopoMOM4M1 FOlfleceg4dv•Gvape 20A 1 100 YA 200 VA 1 SOA Gampo-Ma4bfN91Racegade-M. B.Wr B9 r '• _ `'•�r' ' ® Guvpo-Mvtlofe FlrlflawpetlA•Caralp MA 1 TIDY, 429VA- 1 MA Gampo-MvtivfelFhlOp%R •64rvdw-Exla- etc l^ 1 Bit GampPMI1t-Fyl R11Mde-Hp -410 20A 1 ': OW YA 3EOVA 2 10A Fw.vt arm 812 O - B11MIS Et5 FUvaT 21A 2 =OVA 1000 VA 200 VA „N 814 a'z 810 , x"..d� BtT 10 BIB 82P �: g23 azo _. ... Bt5 87A 82 879 828 830 SIR :...:... ..... 832 HBO -...-._:.. 834 �, .... .. ..... BSO 83] E39 BW 841 ... ..:.._ B42 TaW lead; BWBVA ]2W Vq Tori Amor: 75A ODA Lwrd: Lntl ClarNeMlen C'..! d— D—w Factor E+Ilmnlad Wrtwrtl P..-6 CEN�OiE, t0. PROVIOETWOMINIMUM SEPPRATEMAMP dRCURBTONROiEN AFPIPNLES td. ALL BEDROOM BPAFDHCWClAi6 SHALL BEAPC FAULT CACUR drcr OVA 0WH OVA t. WA ELECTRICAL SNNLEEOROUNDEO BY LFETt W/BOND9TOGA3 A WATER PIPING. NEClaf,41g1 OF MORE 1l. PROREC]ED INECARP.110.1218)) PRL BATHROOM CiRCURSSHALL CONFORM TONEC PA].110.11(GFT TIE Pmver 0000 Vq 1W00% OWp VA TOWCPvn.L W: 10244 VA 2 11. - ELECTfli EOUIPMEM REOVORINGEIJ:CERICPLCOJTSCI'ION9 VEMEANSCFOISCBNIETO TH4N 50 AMPSSH ILL 10WEAPOSMCTALII REO/1REMENFBMEMFOLLOWS: UIlOMO ]20 VA 100.00% TJO VA TOW &LOumrd: 10413 VA I PRO WONEMWIMUMSEPARATEMAMPCIRCUTTMLAUNDRY APPLIANCES. MDINSIGHT FROM THE EO2EMEM SERVED. PROJ�DE DISCOMJF.CT(9) AT— A A2)AMPEAECWCt1R OEOICAIEDTOEAI]i BATHROOM MAT HVAC 004 VA t031 12500% 055VA iW W% 1021 VA 1—VA TeW Cam. cumM: SS A TOW EaLOamMcumnt fipA 4 NO OTHEROVRET9 SHALL EE051lAlINdRYCiRt21R. MERE MOTOR LOM9. APPLIANCE UMNNG ME IN COMBINATION. NO MORE 12 DONOTINSTALLOISCOMNECTSBEHINDEOUIPMENT. ALL LRRMS W BATHROOMS AND NiTCHEN SNAIL BE FLLIOREBCEt4T,COMPACT LEASTC'NEm AMFERECWCUR SURR.YINOON.Y BATFROOM SECEPTAf2.E OVRETS LipT2inp-Owe0kg Upf Recegvdv VA STA VA 100.00% 5. TNM 50%OFC DUCMRRAANGMAYBEUSSD. GRWNpNO ElECRRCOECONOlG10R 6HALLEEbBCWFER fdRtUMlApo ty FLtORE6CEM, OR NFfROVE0E0UAL SMd<E ALMMR:ETECTOR96Ri4150WOAV01BLEiNN.L 6LEEPWO MEAS B ATLEASTMMAMPCIRCURFORA1184TNROOMS. C. ALLGRL SCIOT.,BATHGARAGE6 WERIMTOEEO.F1. FOR200A ANOQCOPPEROF40t1A ISECRONBpT,2t01 19. E3ECTRDM1L80>Fc66HALL8ERATEDdAPRROVEOATFWEWA Nom: 0. EACFiROOM COMNMNOA WATEECLDSET SHNLHAVE AT LEP9TONE tt FL<iURE RROVidNOAMWiMUM OF40 WMFl19 FER WATT PRGdJCT90FCOM8U6TI0N0ETECTCR9 MEREdIttiEDATALLORCEOWOOF 1B. CGRRiD MROOMWHIORFR DESACCE89TO6LEE!'MROOMS'CEc1N0 3L ALLEXHALISTNRFMS6HALLPEMMDEOWIiHBACRd DAMPER ALLAPRJMCES MU9i MEETTFEMWIMUM 6iMDMD95ET FORM BYi ]. RtlORESCENT Fl%NRE95HALLNOTd2MNN MEDIUM BASE LAMP SOCNET6 MDSHNL BECN 6EPNATE SWRCRIESFROM ANY INCMDESCEM UCiRiNO. ABOVE STAIRWAY TO6LEO+INOR00M8. U5EGENEIRP1.ElEC'TiLIC NOBAt OR NO 820261N'.,LESTANr2NMEOVN- FOREWMNNGVETEM£MORECE OMSSTO 21, STATEENERGYCOMMISSICN INNINEM 6PEGFIE0IN21052 AU.124VOLT, 1SM02FAMPERE 0. PLL PR6O5EDUGHTFULTLIPEB SHAH gE UBTm FOR THE FRRO5E0 LOCATNXQ LIGHTWGFl%TURE9 WTUBOR SFIOAETt ENCW`pJRE95HALL8E COMMYVriM SECTMO..2CFTHECBGHMOWRETYPICALWHATTERY BgCR UPMOWTQRCOtNEG1E060 THAT WHENdJE 6dJFD6. TFEl'N.L60VN0 22 RECEPTAGE9SN MUBTEDTAMF .MSIST RECEPTACLE.9. WRINBETN SESHEATlED WN'HMINZGAMATERIALe PtATIGIMY B. IABEIED`9URA8lE FIXt OAMPLOCANdJ4' 15, OPEMNGS MOUJDELEC]RICALPETEFAAT1tNiSTfiR000HFiRE REgt9Tlw AFPROVPLOFTLEBEPLAN((TYHEFALARMDEPMTMEMOOE9Nt1f W`1 Nfc mm�trvN crn Nry TYPE CFALMMSYSIEM THAT MAY gE NKMN Oi SEALED: VENTSMDWCTe 6HNi gE MiN 28 GA MATERIAL MD FlRE51 ATFLOOZCEIL8i0 UNE9. 2008 OtW u0FE4EN, AFCxNEci EafcEttty FtsEFVES Nis uvnnrr utl canFltlNt ata nlr,ER Rr,PFRiv Fn;xis In lrlE4E Pure. 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ALLRCOMSTOHAVELI MCIRTOBEPIACED.NOJHGHEIFICACYUGHRNOSNALL EE 6WTTCIEOOVA 6EPPRATECIRCURFROM HNStI EFFlCALYIJOMWO S ODWANCYFDLA 6HPILNAICMMAtA/ALOVFRRIDEPta]IUVEAb MIN.MAX TIMER MDSEAMICROW MINARIRASONiT BE PMBNE WFAAEDTYFE ]. HKiI EfFlCPCY WHINNIES MUST BE PIN EASED 1. �8• ALLWLR E SQINO AND INSPAUATION FCR Pt1 OURFf, FUtiLIRE6 AFD G W ]ONES TO EE DEIERMINm NeITHE SIXEflESPONSIBLY OF LDEWSEDEIECTRiCW4CNTHEJCfl 2 IF NJYFlELDCf WJGEB NEIDTO BE MACETHEULEtdSEOELECTRICIANHAS SOLE RESFONSMAA FOiALLONOWTITE .61PNGE5 MUSTEE AFPROVEDBYGFNERPL CONIAACTOR PlD MUST FCILONTHE 3105 NEG WRg%CEPiq 200.IM-V, SWREGR—DING TYPE t0 W INSTALLED 1?OFF SLAB AND B' OFf FlMSHED COJNTERTOP CUPIDI RECET`rC 100.125W1P.3-WRE GROUND FAULT WTERRIIPTDN TYPE TO BE WSTAU.EDULTNTEtABNDO'OFFULDUMSIDE0 EFTOP. 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PENELRATION6 THRO VGi lRRERESMIVE RATED WAt15,PARTRIWS, FL SOfl CENNGSSHAWSEFIRE9 SiOFAEp USWGAPFPOVED MET WTO MM THE fViE REEI6TNERATI WMIDETIK,MINIMUMSENMATEMAMPCWCUNTSTOXITOMA IMCES, ELLECAL E W IPMENT REOU W WO ELECTR ICAC CONFECTIONS CF MORE MDIN AMPMOMA AVEAPOSRNEME .M g6GIXISWGTAD (SI TO MDIN SIGHTFROM THEEWNMEMSERVED. PRq/IDE gSWtNECt(S7 AT NG W NOTINSTALLDISCONFECT6BEF0NDEWIPMEM. ALL LraHT9 W DATHROOMS MDNITCHENSHNLBEFW¢TESCFM, COMPACT F LLORESCEM, OR MHroVED EQUAL SMORE NMMIDEIECigiS SHN1501 W D AUDIBLE IN ALL 6LEEPING MFA9 ISECTIONB0/.2/DI PRODUCT60F COMBUSriW OET[CTCA9 ME REW WEDAT AW OR (J:BJNG OF C VSETigi ROOMYh1161NROVIDE9.UESGTO6LEEPINGRCOMSIWIOR ABOVE UESTATIMMEPWOROOMS USEGFNERME-SMIXEDETE 10RN0 020261NGLES Sq giE21Y HECWMNWGMEM-SM LETEDEORSTO COMRY WTH 6ECTIp480T.2 CF TNEC OG HMD WRETYPIGiL WD4TIERY DACX IAMD WEERCOTWECTED SOTHAT WB]N WE SWFA6, THEYAW 6WN0. AFPROVALOFTWSFMM BYTIEWILMMEEPMTMHATM Y NDT W C W DE APPROVPL FqR ANY TYPE 6 ALARM SYSTEM THAT MAY 6E 5r WrN OR REWViED. SEPMATE AFPROVN.S FORANYNAAM SYSTEM ML6T SEOBTNNED. Dtur, (-rgRFSEtL aRCxdECt EAFRESSLY RE9ERYEB 1a5 --l— — MMFinHi Aro IIHER R FITI -111S tH n,FSE PIAxa. R1ESE RArs ARE rni In SE REENWOUEEa, CHAKEO M —Eo IN ANI FnRtt nR nAw4F vmalSnEVEP, rnF aFE 1.1 1n OE -'F— In 1W I— MRry TIOUT F`111111ixa THE ErEFE59 uAti1E1E MR+iSSinH Arq (rvsENI oT —.1 Aron —, aA[nRECI. Plan Notes 18 ]TB W S ETIMONI'>✓Mr•UGM E'EYE841' IMrM-VEP61N RESISTAN(. F•LURESENT,-IMEI—URS)N6EW : SSM, gRECT OONTACT W TH INSULATION i0.JB4 WPLL 6CCNCE LIGIRT t8P 10.4 6USPEADEO FOYER CHAFDEIJER •1 'RSOGRESSMOC£LNO PNB&10 10.419 6UIFME MOLNTEUfLWRESCEM FDRCHUGHT • Electrical Legend uaxnrw REoumEMEEm• 1. ALL UGHB WrcRCHFN,IAUFIDRYR00M5, BATWLWM,TO EE HIGH EFFlCACY UGHRNGMDTO DESWKOM 6IF 1ATELYFROMNONHIGHE}TiAWME USTS 2 UGMINOINDATFQi00µ OMAGE UUFDRYRWMS MOtIRIITYROOM9 ME CCNLRCMRIXI MUSTWM6ENSOft S M1YOIHERROOM MU6T QE5tiM¢1EOBYAOCCL4PNf 6EN60R di DIMMER SYATLfi 10.05ET6lWOER JO SO FTMEEXEMPt.I Ail WTUG... TO HAVER MOnCNSENSOR SV4TGHNM&NATION AFDOR TIMER SWITCH WLY ONLY f>a MW MAXI 5. SWTO 6TOHA MAT C TOB MOM HID.NCNHIG UGHTCYUGHiiNG SHNL BE 6YMgE I SEPMATECMVEN MANU H RIDYUGH V TI CCCLPMJLYFIXA SITI=NIENOMAMJALOVETiRIDE MD HAVEAJO MIN. MPX TIMER MD 6E A MICROr1'AVFMTRASW IC OR PASfiNE ITSAAEDTYFE ]. HIGH ETHICACY WMINMIE6 MUSTDEFlN 045E0 NOTE9; i. AL. WRE SQWG MDINSTN1AnCN FgTALLOUILEr, FU(NRE6 MD6YATCHESTO BE DETERMIIEO MDTHE SOLE RESNVSIDLYOFLICEWSEDELECrt21CWJ WTHE JOS 2 IFMTYfIETDCHMGESNEm TO BE MAOETHEUTENSEOEI.F.CTRICIANHASSOtE RESPON5188R T NLCHANGE IEMNEGE6 MUST BE APPROVED RYGENERAL W CONLAACTOR MD MUST Fg10NTHE 2005 NEG O W CEPTACLE ROA-125V-2P.YWREGROJNLYNGIYPE TO SE INSiPllED 12'OFF SLMANDr OFFFWi6FEDCOJMERTOP WFLEX RECEP]A 2W -125V -]P, 3WRE WWND FAULT INiEARUPRON TYPE MW WETAUE0IZ'O:FF SI.MMD W OFF FlNIMM CWNTMTOP. V.WATHERTROCF COVER W ep, ° GRWNDFAWINTMIn1PTION TOR PU.0UT 6iDEOlRLEf9 I••JLL: gITi.E)CRECEPTA¢E:2DM125V-2.IVMEMCFAULTWiE'RHUPI'10NTYPEMBE �DppINSTAllID-017SI "rC FWIENMOGUNTERTOP FLOCRMWNiEDgFTEXRECEPMFAU0M25V-2P,}WREGRWYFE 1IJJ NEATHEPPROOFC¢VEIi W/GRWNOFALILTWRFRUPDCNFgiALL =$t Wi61W WRFTS RECEPTACI-e A 31V-2g1WREMR NGTWe MBEINETA J FiDOR R.SHEDSI-Mu— EFFlCIEHC (PLCO ESCFTVTUWO.�RMNLY PROTECTED NLUGHiSTO BEHiGH O OWNL MOLWTED FIXTURE HIGH EFFICIENCY (FLUgSESCEM.)U,N¢ A MS-MOTIg46ENSCR WILT WSWTTCH C WUNG MWNND FIXIUSE W FMN BOX NL UGHTE TO M HIGH E CIENCYIFWGAESCEM.) UN¢ ® FUiLESCEM UGW, NL -WS TO m HIGHS ,ENC (FLUORESCENT) ® SMgtEDE CTWSMDWMBWEDCMR EWXi0ECElE W-HMDWRETON M6I SECURItt5Y6TEM W/BATTERYBICNW TOGGLESWtICH,20A-125Y FW6HMgefTAT—WA6NOIEDSU�-ATSYMDM WDICATES TFEPoLBDMNO: 4:—EE WAY FWR WAY D.DMMM OS.00WPPM SENSOR T -TI M M9•MOTION 6ENSgT {g go ERMOS AT6EE FN PUAC UNR INSTNLAnW MAMA DR OEN3 ®JJ .W��IAVSTFMl1550t£6: ALLBATHROOMSMO VEWWTHATISMO VEATLEA6rd0WMIMFERWATT. • AU.&1TFWOOMSW/Ttl MSHW,IItS,WATERC ETSMDLALNDRYRWMS, WFRC EXTERIOROFERASLEVEN]MTIONS USEARECSE TINGFAN FgTREM1IOVWO COOR6 BATHROOMS W TUBSOR 6HOV.W(i9 ATALALWORYRWM6, SYETEMIERICRO�EEAMISHALLDEPROVIOEDAMECHMI U IMEMY SYSTEMTHAT PROVIDER MINIMUM CF5 AW CHNd^.,E9 PEA HOVRgRECfLY VENIED TEDIS T 8 THE DISOIMGE • POIMFDRTIE EJWM1U6TA6T SHNL BE AT LEASTJFROM ALL E%iERiOROPEMN39 WIICH AUAWe' NR EMRY WTOhIEOGCUPIFDAREAS a `615 -32.6 Electrical Roof Deck Floor Plan IV,. -l. -O. 1� 35 4.5 4.9 5,3 fie. b R m USN —., —11- E-111 —.. - —I — -- —.11 W 111- -- I.- — - — 10 BE .—, ..wo I. .— iN eNr iI..-- --M. — -'KI 'I K '1 -.1 ".— Ne 1" 11-1 11.1 roleiNiW NE E—ESS — TEN K—.— CII—T IF DI— —, --T. as as Pmp—d 0.1-, H— F - Rim Fire Lane LLC SwF 22105 Rirrr Firc LI,,,, M-0 BIr. CA 91765 12 Jan. 2015 Pmp—d 0.1-, H— F - Rim Fire Lane LLC SwF 22105 Rirrr Firc LI,,,, M-0 BIr. CA 91765 12 Jan. 2015 13-1676 18 NWSE Roof Deck Electrical ®5 Plan I I DI.W. 1 General Requirements W,h n.rnmm,rd chat comply with the 1.11 -ung i, r-meilmea Thesa Saince No,. apply oW.. ath-Im elate] pima a peclaeallon. 2 cC Jaz California modified -0. (2013 Enllon) of the Inlere.limd eudtliny� Coda UNfmn HmbMy Cees, Uniform Mechanical Cod. InlemoUma Fla Coda NoUmd Oecblod Coda 2013 Edition of the C rI. Eaegy .diml. mtl m other agllmNe low and mpulaUma govaninp the dl. al nwork S Aew• Slandcrd Spodncotla s (I a of conflict. the mom np dw rxulmnml. mall gown. 4. Oudily e/ Work: NI fork need. to be pW-.d by difim mtl 0. Wp.rienmd Wotan famllor with UU ape of dily e/ Moi dnirc NI moterlde NmlMad moq ba now mtl of ML q ml% No used materiae or ...do r0 m be pnilted. e. fir a•: The Contactor mall submit far the Architect •. or Outdoes occp[nc ad materials W equlpmmt whim is Itland •« .qua' to Ual peellled 7. `Drwi 51tn VmiOcolim of ail dMmdme end c n.0 -e shdl be the q-elhlit f the Contactor and Me Su6-Convects. Noted dknenei-s take pnaidm! mar ..at. Each Cmtaat« . Sub-Cmta for more pmol w Prop.t S. htmdml of naturae whim proven( the propo atwculkn of their work. 8. Prokret Sunndnlmdmb The m -sits consWcllon supmntendent horf e! ail efruclu� traminhp rnmm�b- try ca. -to a ehers.' down fiomhp hamhp mambm; roar! mvlorlale antl mdeloynmt f« wee huldIn The 1, woUan is to com Ua! If malaria. ma oplatkne meet the mmufacbxW. .oIRcelimv and hal""" quiddineI or ASTM. raquinmmlq 'ah U man stringent. and to noli(ryy. the NNileat and Oen. M suffitleat tum N prownt any defedM matalde from bebp hmparaletl Ino Ue work. g. dlent'e Ara+llne! antl Pmbct Suvmlateadnt to be refined knmedialdY by Na Convect« mead anY auavtlon vriae « my moo lily the Ardllteat oaf bef- emelfu.U. « fmdwor ardeclar. which the vU. of thetor failed y 14 fie RuAdm hvv roauestea. contaatm with. mtl to eerfipmeoWa to n« do M clam dl condlUono. Id-llfy .1 male-.. or della . I.It thw nage of wok roquked to eompielA U. projjwwL The build. hon nquuted ...p[, end rproam[ that fu. d. til tela( ori matufal. and manulactunq qudlly and I. an lab-a-veclaw and Instants, direct .1 tray. and meam, of ConsWction. end provide m addilked hfarectkn, doe a end b.rd thee. drmrleg0. required to complete the probe! M confarlllnee .IU m yynnvonhpp o mom mtl Ue cork 11 meet or n d meepled Industry alandama 11. Sub -C_. lead« shell: Inas that all cork [ done In a pfay.1ma and rorkmaelhe manner by .11etl m.0.1. and mad rgdace my raalerblI ce "-' damaged by Sub-CmveCi e. pe-mnmee and no adtOtlmn at to Bander. to c nor mrd`be and SuPR'i NII- hOa W. -.o t`dduAny ..e aro of catch. ,ian to d.lermMa the _at ..amt and ovm.p I; each .Mar'. wok end to su.on.0.1 ""Adele th. mwUon f the work N! Sub-CmWeton shall be of quell to pan hmeatlm. by load authmUm Weir. Institution. ArchltecL . Sub-vhgtrhmlApro 1d, Wle a shell Iram°0°vnd dal. for Ia(t bybtht Sub-C�entaola <<om Into. Il dwm`phvee of his work ithat from ad d b I r11 b` removed from we ata 12 ptnwmm antl 5eecinrntknn repreamt the Mashed eweha4 AM bratlnp, temPoarryy pstn, msh0. ale Ie the ode p-slblity of Ihs Cantaet.. Cbearwlim Nd[ [the pub d[ race the Armtlea! do not include Inspection of aerawclion °.oran:w lila m. aaatreat. una fa m aly wroBPnmum: alto .alvei. Th.. 411; mall not be cone Wed ore continuous antl deti And iS hjp ppy, It 1. tl enta fou` fid Construction ns u ion dot mots thatotl wants be propel with of m.feel. auernbilm .d ey.l .cam°eUif 14. Mnnlm l_ -___,g 1or_dea; ent8lnauda but oro not Ibnit.d to addsp droring0. getlOCoUan4 aWclurol %P-:o--.;y P-:on0. slats mandated energy coleulalmnw mtl nolm d... end rep art. th.licd mglnet. report oadm. n fid change .elan, ond aw gme'al nolm unime owawim noted on plme a 14 Qatv6e` ` tnmtaw end 71b -Cm d MIC: ecognw ht the Architect connot prap plane and aro b that cow an iwbl trvetbn Cvl.le a d[ emdlUom nfelt-�wConWI a and Sub -Can Wet« mal Into- the 10. set f fly miesinq and . mmmUom Olen are believed cayathern to be necmnry . aPproPa it for the Pro'. ;eWcllm of Ua propet and rhlsh rad- mol narmaly be they =!M billy under traded InduI =%dela and technique. 17. -n ae,v an reo sed on the crosWction dowmmts worm copnlan h the Conduction Industry for hot= Pub a.,, by w not o`deq`uoldy d Ma any gihwn°wt the .the definition. far Id 1,Wesel✓tuunb%I1,, tldI lonary of Architect beton p oeeedh¢gowm. 10. l.U6a h "nwxrwrrc Artenga foo all levtlnq and hgeetbns E pumwtmamt, helve d.p acmnm4 mid aN.'aapaibuelenhhavhq priadctipn th. propoL 10. M-ufeewrore name Produo[ gadnm m the a-sweUm dowmm[ by mmufaowrer's name « ow. devlgnvU- are o Prop.! raqubtnm4 unime wpednmgy nota. othw.l.a SubsliWUane aro pertniltn oNy wive p -or walten opproM of the Arthilact and Owner. Sdxlim o! produeln whkh eonPly raw .�hmetaho rwuct ncmm°u'ro`mb'Mdiw�d«aa Ie CanWdowmmeta In nwctoo lb -Contactor map baa ingrwpmdhAity f. �raduct. chid, he/chs odacte and betaga 20. . written ul No subdi. sub chat be mode a ad amt's Btmuilder add Architect fn udwna.Uto meld hallbe ad. eln the to 21. r When mnwcUan document. a-Rtet with odea the Iringmt mal apply. - QlgOppL No monp- Cro to ba made n thew plane withwt we e-« Imowiodpe and conem! of the Archtivc! Moaa eiynaturo opearo heroon. Appnawl by d1yy ty hepx. authority N is weed t to m[kr a building permit. hoavm an materials and method. of conetructIm ..cannery to -plate the project «w not n xamsely Canalboat h Ule buIld. eat•. The ImpUm nt.U. or the pine roquk. o dfmt/Convector (Cmerd Contract« and Sub-DanWetm) thmwgblY./fZ paaW. din the appika.. byMdln cades, end methods of -.".ton. The plane and lonsi ,*ttw° cf m` tads end general methods ut. end cocaine of m mnInactionbllnq or I. �Imeorel Analwie }or wpinp proJeet Is does pt applicable Building 24 Upa° Campletl`a°olr elf U�abow byawa Armllwtaaad P� to the tart of lmoUne, the Contract« 1. rogondd1 to mac* aq dket.d.. -,&nal. with the work or .d,RrcWral, mem-led and other trades to own eonplim. with hI.A. rsmilm fiat. SIruelul�lne.ing; 1. Rotor to the curent ad letter. f« an uesUm r ardi Y 9 eq g lumber ds boort and hwder d foots and she« g• k +- 9 roq'a" s, Z No ten cas bran .Wesel details mal In made without the city approve( of Andnet .. Architecture. Ina Ap*to from the qty hapset« does not cneUN[ authority to deviate bran pilaw k twWo�°a d CentimeternfIn floc ne mf: e no"t v��iea' ° Warrenton b more detailed « etLgent Un roqukernm[ Contained directly h aamtmcliew dawmmt. OMd. 2 Sitework 1. AILfe,fa , Chdl fact on Rift natural of or opp-.d s masted M. NI filling.filling.batlugih¢ , roeacanoti tor, 1e to be a piUhed ail}y'' der the suPervtelan of a Sole Engle - 2. No Senn R -ed (Adm ed Ball bananaa Mue 1,1/(10 PSF). S All Wish prods In drain e»ev horn N. buldinq fooling. 4. 7a®lle-ConiaL Sea ahan be mated ore per KU.4/.M.P.S 502-J.2 for b-4 amtrai. 0. UMIUas. Convector 1. respmal.it f« I=g an .Uthq uMIUm Thth e Cmr4 `tc a chh dl 6eernoU and l.. for rmck or replacement dry h the prosewlbn a! UU fork 0. Prolxllem Prol.ot eW..t. unities, cldwadk0. pmammle. and Nm fomlllt h / rack Barricade oopP !lane d Nde amhyy Iiphts, If with .auto III. of mthMU.w Rmhq prUtlklim. 7. P leMinp_Wene Furnish fwndoUon drainage poops pllaU with pub d�. rotluaers, odaplv0. wuplIngI, edlan, d Joint obutle 4 nneenu Uea awnly graded mivtun of growl «armed etma antl natural ,and with 1DOx pamhp a 1-1/2' clew end 0-5x pomhg o Na 50 slew for Rlohp malmd. g. lkgdMot Croda ground surfoco to emf. to ro Ctrml eentsun ta to prolde surfaea drainage minimum tx away flan building o a mhimum of 10 feet 10. Palmeapaclw oubgrade .hero drahaprUrg ge pipe`oleft. be issing `laid to 0 .-'acted depth of net Ives than 4• after imUng doh thea. Pop of EdminadWy drain P4aedoll`dly bedded in Sl.91 °Imot.riddes Id. Provide " b°orinq fa atm pipe .it. throughout its Imgth, to veal grant., an8 aIam L I7. Teel Nrnde non betas barklOtng to mannen ft.. Rom_ obdrucUme. replace dwaited campnml0. and rotiet vYet- nll eotivfadory. 72 md/k C1 pieced til wpperttngstrength lto sup coq walla and/or alma haw dtohed sulgcim! whsngth to support toted DMdn 3 Concrete 1. Ali reinforced cmoralw molodoe and convection mail confean to Buidhpp C d% Chapter 10. 2 Qmete .11h the !pull -Ing A ACI 301 'Spscigcolfon of SWelurd Cones[ Buntlhgs'. O. ACJ 318 'Bugdlnp Code Requiremml. for Rdnf-.d Concrete S Mie d Ivne �uYy ten adpetsd rhea !alai marodtialie0. Jm nditia wonih.. Uet mmde r other eksurn twee. armL Do nal us, Woad cone[ ml- until wbmltted to and eeeptad by AnhItesl ornelem Uee dm qn rale lot out p -Me dtable tlurvbie comae[ w -ata free of pad«, epd[ and other efer[ resulting from chemical bcomp.0,11tY f cansUWm! m t«lde or decent cndiUw. M.hnum 7-1/2 golon. of water par tack e, o.nmL M.A... dump 4'. t f®m1 mall torn to Swaim 10412 of Buldinyy Code mtl shot be Portland Cement conforming to ASTM C -15a Type . 4 law dkoll. Use Type V cement fee vel WMing a Ifate cmtalim of It or mon (rah. (-3000p 4 28 lop). 2 AetuM lav d aid fck to form°inpn la ASTM O�S14 aanncd�pchma be mggroy at.ofproven w1Ub91ty may be used when acceptable to A mil.aL S WgtM shall be mbkmis 4. Al -mWhhe edmidnn. whan required. mall be %200. 0. Unam wnor boder dc Chad be pdy.thyme p« bra-. and. m hee rime with ..I- NI .baro end briar ( e pima). Incl. wvorsubarrier with 12' mhknuen loon. Do not ounclum with a. ECDCIC& mall be f materiels with sufficient Wlellty ta withetmtl preaaure of placed emaste w'M -t tlaCo..-. 7. �e.US I F_r*eeL Refer [ Table 18a4A22 of Us _a Code f« pall uumurw ConalUon ae rm I by none engine.. fleMip alnd 7. All reinforcing shall M ASTM A-9115- 0 tor /4 ban antl -Its,. NI reinforcing mal be ASTM A-815-80 fne /3 Oars and larger. Welded rhe fabric U to be ASN -165, lop 1-1/2 apacm, B' h. for Wel.ra doba n b" Irg r aad lag. to be ASTM A-815-64 Unless oth.rlee noted « mom la per, in s ahkr un ore« dntmce « reinforcement to face of l. m mm bon Smongame ...-..».........._..__..__ Y (eonler of d.b) Conant. against earth: Formed ""'."-""`""".._.._,- 2' 2 Bey®, mal be deformed ore per ASTM A-304 3. BIL6ata mal be dem f barye Rokay met. graces, or other nretaid. Misty to impair bond 4. BIL WAnd4 mall be matls cold for 18 and :maim. 4 Fnlirha of bees mon haw town of JO din « Z-0' lain. In . enthuwe rohforaameet of footings antl to ad], ..pt Znoted an plan. Ma:onry rebforcernml man haw lopping. of 40 alk. ce 2'-0' rhimew le graft. 0. BIL rob/melee hgm map be moldy and ...rely placed beton pwrhrg con la 7. W'dd6ra ppd_roMlnr`%ine etgOL shat cmfam to AWS D1.4 unhp lar hytitrapm dedradea d A7De 4 li1UP.-pL hdrim+ldi fyDg In walla and feeling. mall be ta9gmed 4'-0' min. 0. Ugedn far qe d cdumne map noted axe and gachq .the woo/wiumn reinforcing infarcing vesoled pwaroka 1�Qtpdgk shm be campoaed of me part Pomand _Cot to net man the Uuw parts end B: mal be non-chrhk 1. 61!PUg4 I. on eon Win esteI (aline mal hew 5/8• alk. in. -I d,c bol. with 8' C/C un plain rams, min. Y mons. On! h[ cvivelq at 48' 0/C unia s noted otherwbe -pian. Cn, and,. bolt should be located mm 1Y awy wm the end of the dl piatm mile, (2) &We per ell pia[ per moa. pmd. 2 Sol fe,iminm NI Continuous F -Ung. Embed 5/8• dlan.l. x 12' w her bell. Y Mt. con«ets. par nor 23048 M.a.l. Pam System: Embed nmor bolt. 7' Into criers[. Two -Pour System: Embed anchor boll. 4' pact add joint Into f. Tg. Use 5/8' nan t. x IC I.g mm« boll. at m L , plet ^Iowa ono S &L lntmior -her yip, mM how WLM x -DM (Iw a .Inh i paneWUm of 1-1/4' hWdm) at 24. 0/C Music htl therwie. [ ba Inaldln in ccordance tin I'" ESR 1683 N. -bar 199& Acted am thleknma to be minimum 4'. SID". Cm to mag be propodleam to provide mIII.= e prvadw ehenpth, fa equal la 4000 pd (oma 28 day.), uNem otel thme pr Buldinq Code SeeUou 10I`& Ad Mhforohq, dowd0. hadoen, mtl other Inearte nidi be emrrod imd. et antl gprowd by the Ixat Wndhq amtld prior to the Pouring of any cmrnla l oro min/nrelna ben 1 r 40 bar dlamelero. 2 m nhmm a S Provide construction. IxIat 1 fid centra fits as bed Main roqu h ore to not Mn ab atrm th and a ore of Wvote l. w p P yy PDeami .WcWro. Pias makin ond control inb h dab -m- de [ p gm 4, uhknln random vackh¢ se ICC -ES .gm>a�mgLalni with cadmium w lata, 3'-0' 4a max., B' hon comtt and pit- In interior bearing ad]. uNem therel . nate& Un • Me at V-W. fpr Interior m -basing walla Sab to be thicI to3 ikon pin pweWUon for W min. width when shat pins we to be ue,a. D141m 3 (Continued) Concrete gP BFHD n . Italy DEMO A aa.lcrew a -era¢ 11E Exg°� �w � m HOtt F oxcoramv -.. 8��'■10'® aiumm er.u. uu mD 7. Prior to nhcle, are-' remove an at., mud I.e. mrU, and debris from e.cowllwL S. Fwnd,Non fwidlhe and dnU,T end roInforring ore mom on plans I.vupotddn by any loco codes «.deanees whim ro@rtro 0. NI Ince-bwrine faollnan mal be --level, ut".11 th%etl earl otoo-L to odg el a cn a mnd.eien u°cnunoli tau fa a[nelmi4 anda4 nIUef. of hold-down and amater,ial end nchor bolt%'PA" drape antl other nam"' Installed In vecadann wive PCC -ES Re`ort-del. HeldIanI to be 71. PMnn may pave through eWctural sled° h tle,w.2 but... not be embedded Martin Pipes or duct. .Placed Inc mi ono-thW the lob uenor i peaneolly tlela ad F.. SC.U., I. W.Nm:`TheCfO`° Cwcrwt. Sub -Convector moll Inetail o minimum of (i) 1/4' .W.U. obe ander the Erlvee., iocol.d at the sbe. vide o1 the 12 Rnfm .. mchllwt V drooled, and doing. for row.le, areae of tulund wnaale « Patin( Mishsa Meme rr-* be be ace! Ido Ne AWbj ch ll be antl dab oath and I iS plumb of plp mal be Wwd[d ern- m and leve] around m ppiumtrrb�adgngp��drooaetried wndul4 and mbeelianaoua bon cope 14, Baggga chm bemanicherod, Promptly by Ne Conerole Sub-I?Cpmwel« to aid in at gmhgrem.. mo end haddplm any °surf.. d.noa nybY mea remawi 15. Chumu.. mall Icor oft. oempl.Um of ring wee oda Concrete sub -contact. chat __ag farm Iumbm emnbcepgaatledus lumber ncoth for coment dab" workmen. leaving the pub-ette den 18. Tmnchnn Torry toaWge shall be dometl before cmaala is potwahg red Cownwoid at 45IIIS harm the h«&ontd shot not Inhalant°my ucowlbn far gear, now.. or droboge Pme... . F-ndalkrn 1. NI hddewnn fid -oat end,en [ ba Inelaped oceoraing to most currount Smpem Strapgg-Te gecinco11 fid roqufnmml. of ICFES Rgot iESR-2304 chill be tied h Place prior to roandotion hpactim. 2 Mh e,naeln .his to be W (ar rocelNnq Si . V.1fy Tuaeo, of haidownv d an Win din rough forming to aesuro prior d -to InUilaU- S PrvNd l AT le dal vast x224 Or and 1Y (on the cert at an 4. PrmmACfOde ln`. Fu µ .Mnlmdn, for electrical ground. I.C.Um to be verified with the electrical contractor. 4 Varity min. (A-datkn depth, width, rohfarahg led d vddiUond eaparrsiw is roqubmmmlc with olid eons to,art and If ony mos vtringent they shag supmeatle we be. minimum roatridfm . 0. Sea Division 3. Section 'Strength' f. Conan[ leb..2 7. Ad "Is ural in comate mi.tun-tablet; ealckm mild. sang of be owed a ZUng moll be .amines and cat rod In writing by the pn).t San/Gadogy En hwr prkr to IrgaeUan end PI=1. of omni[. 8. Concnt. shall be he the at -.w and dump ape Mal a. 10. Ploc.m t met he In -e a-Unusua opwtbn ante. dtherwim epedned antl do sutaes shall be wrod rive Hunts eampwnd . pmclia at C methods in waw gh. enewell- 11. pZp.tor I.man damp. dm .dw1..Y t of vend/.Cmbr just 12 The hotlomm dto footh'a e.cowoit. ana•malt be IeM,i den -N. rt In 1S Flo. lob nidi he pound Imal totragib ot/Depo 10.1Af0'' vel preeeru0. 14. Reqqur+lmnml. for pro-vatc-U n of sub ¢ode vel end dayght aetba. of fwth9 from my deecmdIng dope mal carnply Nth wrtenl eon' Mc rl. 15. Finish gmde afwnd we Zander of deb mall beInsinuated the Idea. 16. Nolle ond pad prp.patl-� sum . water 1. but fiat IkNtedit`td hIdIn canP"Ung of the RI, pro-eaturaU., and --to dab ban Er1f°Piq near'. raarnmmtldim and ad!report. rreepport. a rive we $ole 17. F Aacatc the d"w'X rC U=m[, roast to armwa Arch`( ann PI nn for dimmd-e dapneslon0. lop...I- Pa.o elvp4 and pormm not mown. Acwrocy Of the dimension' nd Md fit of we buildup shall be non, by the Architect and the Cmtactw price to . .U.. 10. Wal Watioo aa• r oncroh, dobe-n-gmde prior to stmt of amWon on dab 24 hon after, concrete h- bees pond b Begin ,It frsninq 4-5 data after c -trete p -rad. "In mof/floor wmhg 7-10 days after --to pwrW. d Do not lead roof pit« to I4 days otter eonwle pond ID. The Contactor shotl artnnas (or ab,!_Un at the lark by the Son. Engineer, The foll.anq m ragt. of the Sol. Fngh.m I) Ali waUng ecca akar. shall be Inprctai seed -filled In dWnfan. with U, xAs robot by the Sol. EngIn.r prier to b) Sol conditleas. Including ""me and moisture cmlmt mall be in eeted and e:Ncd h cm Ilmm with he eon q P Tpat b the Soge En User -or to lade of emaele - Y 9 P P q e W. A eertlfieel. d -oil shay b. submitted W the Building I) p q INn<kl prbr to hb iwndation IngrclI., end to w° ArahII%, ond SWcWraI Engineer, 20. Price to the Convector roqu.Unq o Buldiny .0? t ( ddalion vpq u �Ue SaA Enpinaar mull adr, Ue Budding Th. bugtdihnq .dim .n`°bere M m batlew mtl °:onpa L C. The u51ly Iran espmdw maaaeri.uce The fwntlatlan ._DcrF. wells d I m Inp g.dal y conform to the code ropwl. 24. The Conant. C. an is in wily locolien of hddome and lams ball. raw rough fruiting to assure proper end ..mt. Division 4 Masonry Gonad 1. &L-Concnte m.gaOL tel_ae and ewctlon hall be In .encem2 WgIM led h rata ohne 6 potable.Chapter 21 S Seed shm ASTM C144. Us roquranmU for *Aggregates For Masonry Mail..'TM C144. a P:diand r�maaL 0.3 meal the requlmnents fee 'Portland Camml' ASTM DIM S Plastic Cmmmt shelf empty with the Intent adopted adlUm of the S. Ilmn paa))),tym mal be made of high vellum time and aged to plat. dmMing. m,Nmtad nm. 7. H to t th.re" hmmts (a 'Hydralw Lime For Gaon a Perp e: Asia CI02 Type 5. 4 .loot I feroi�e to be alarm- ban !o ed ASTM Aai0. Grade 4D r« W. N d µ d aaa. eD far dmsap d lager. £ Irnhl.ninhf _pm.l.ten blppk to a form to tmd«e f« hallow load cw=te meewry units and to conform to ASTM CIA Grade ?7-I' (lob cam). I0. Had= to c -flan to Code end to the !m -Ing 1part .md cenf11 hl/21111"dPorte dry I.... wand 1� to 1/2 time putty or hydrated Ikne cre1 py«t Piaat,. upnm!`h0 t.0 -Ing. J pain dry loon weed 1/10 porta tura 11. CCOd moq 12 gUmgl-eb. 2,30M0 pamaofShwngraalni.! dl mell. all be 1S OddL '00P" It be mnLm reight (MW) grade stron��U1lhln acoardan- MU ASTM 14. GOSg�t ehW 'confoorm° t`aamA51N CIM (Nate) "1 AS C/000 pal. / ((keel). 14 Spmal- Movesrryy Sub -C -vector moq subm, .«nples of tone. W Build. for Mttm approval prior to procwdhq with kietdlaUor. I..gb�1L Imalarl", moklnp p Mnipmued le my eneWalion shill wn(arm to elmdmde ehabn°ab� oloc0ouh IwC`dOFlr-210f th. 2 IMm6sC Dimensional lumbi eh yy o falawinp product damifkollm h grade indlcotsd. S Nbnmme fit yelled tens Mom.y mal bs bull to proa.w the dbaWclm vwdiml canth�llyy al 1ha cella The wrtiml oggnmmt idi be fgeiml to m hloIn a deer, unm.Wcted wUcol gminp mol l.0 thon Y x 3'. Wy ani[ elan a d dry. a gneneelt q.nsua apmUy mal b. prodded at the bottoms or dl eats to b. f@ed t such ilii «pour of grout. rhea nm IIR « pwr of Prot Is In .can of 4'-0' h haiphL denim[ moq beealed oR. inpaeUn and bolas grouch¢ S d field alt tale rhlm emtain rob., belle, ala Oroul each elf elle briar grod0. NI rolnfaroernmU mal how a minknum Prot eovorvpe f 3/4. Ail back mal how o mhknum of Y @rat epoea 4 Nennmmeive m moq bs uvea h bvckRlUyy bmhd watl. NI wale mal be dequaldy chorea d.hg the bad-tl garatlan. ]. xT CmC to toy sec Y f« cmewctlon purpose to lop oR Ind llunit Iraq h°In coral( voureas TooUh9 mif Ydlonot be'Pa rnItted. e 0. M -Ex m.l comply wtth 2013 GBG IL Rninlealne end( be ....toy pivcea, end held in P.M. top and bottom. 10. ypag. otaC7nx 0 Pearide 1' atm between maenry wear and aufa lemod by Trow Island Steel IDC -ES Report -2267 or q.4 SMI - 1. Th ep.cigedeampnaahe U-gth of mowonry, fm, mall be 1500 pd, tem noted otherwise. if higher fel U noted, It mall be and by prier testa . requlnd In Building Coda S.Uon 210421 Cm«enn�nR meaean i, r ie rmnry unlM far land beshp ew[ms may be back a. specified by ASTM C55, S edfieoUone (. Cancrel. Buidhy 8ddc Cmde N venerate brP. .a for un as archIt..wrai a feeing Irl[ b alma rola vee Srotle S c-ael. brirke are (« gmond u. ahem m-erale etrongth nor-lotma. to wet acU- and moUbw I. Pat P ie roqub,d 2 GrmIL• M[ one pat PmUand c.nm4 1/10 hydrated IM0. at m Men 3 pats owd and not more than 2 note 3/11' Mum alarov e pea gelbyy Mum. d mall how mtnlmum otells strength of 20W PS at 28 day, of apo pg7ag,tow per 0473. S Mddm-Mir Type 5 ASTM C270 and cmdallnq f part PoNentl cernm4 1/10 hywkvletl Ikea not more Um 3 pia .lad dl by Mucha Tpe 5 motor mail hew a In, hnum ca ___ etrma. a/ 1000 P9 at 28 doye of ago No gre day Permitted h mot« used for etru.turd units An alalal. ton marten moq be aosurod by "a"" vend and cemml raised dry, IMe add" and th'erwM. tnew that dded to how vWodr lv nems in. me he. moq a need. er con foraaa No C .nal. to len (..-I) 1. Wells mal be bolght plumb, ond We, with ad cone. true to line and level, Wll to ellmmaime mom. Dd[, mall be Mindsaid type 3 mmlm demo t In Inled Blacks shot be laid .' anile before 0cling. Dow maw.rywinr f« . Ing! Socalel Mmeetmm For concrete ... mryy ConeWction whim la noted ore roqui-nq *Pada hpe-lm por dmcwdl0. chInpeclion chm bsrat in ac«ance with tmlding Cada Sevum 1704. Canasta ry ,an,WcUm which roquppt.kFr vpecid InspaeUm aim 1. roqulrad to haw mWcnoNq Cod.°T, SeMittrq 21o5A7 and durinq Conewcllan ow dva.[ad in DI&Iw 5 Metals �amgllf with the fdiawhg: A NS7'Cade of Stanton] Practice M Steri Suldlege antl Bridges - V. NSC Spatlnwlins f« the Design, Fdwfmtbn, end Er mtIT of S 1d 5[d fee Ruldm;; hdudhg 'aanmmtor} a AWS 'SW.bw Wdd n9 �• ply with oppiicobis pprodefms u.p! Iser othwise hdicaft" 0. O.NI .t..4 Bled(.law a MMUm mall conform to the nqf. opeanW In Sandhg Caa Ch. 22 i'a Si_nelurd SlnM end mineMlenn«.n Iron mm be ppdmed with a met lUlance pNm. d: mold confom to ASTM A311 a minimum. en othenUa noted NI W m.p: to be ASTM A892. 2 Celd-f-mal wted lubhe shall emfmn U ASN ASK prods B (FY -45 S �11Ip.. h.A e-foem to ASTM A53. Type E or S, Croda B 4, EaEp GpaR nm ave bolts, nu[, and Im ere shell conform W ASTM A32514unlem vtharelm noted PraNd. gets, t% lag bolt% Me avers, woad octan, legal. bat% Me nmlarap�pe Call! GObx'a°Chraste°,mr ;! ala CIPPI,poPion:"lo coni dy w tA°ASfME 8151 ° S Holes far bol[ shatltl be ddied « punched & m- be 1/15' iarg. Nan bolt diameter. 0. S6oQ-ggklf:. SSPC-Point 1J, mop PrMe aWeW.i led esgt patkn. to be embedded h aancra[ « mater. 7. mal c -form W ASTM A388 for atnmbiy is A3T4 Al2J fm rd[d protwd d (eyed stem m p p`1"" bore and trip 1/8' d thiekm gdvem ting repair painb NIL -P-21033 m SS'C-Paht-20 or'CalWoyi' painL 0. Welding lads moq .-farm to AWS f- Intended use 0. Building Coda dSacPtadln °nra 7204.1 NI mddhOde adl� fby orte Utlo submerged oro procom .hg E70XX-1o+ hydngm dedrodm, aaa Fr.ndhm 1. with AWS 01.1 cad. for mmdur a firm and alit 0. p m Cgmoi2 P P quality d wdd4 2 F.Lbeen piefm m leaned beorin9 arrfocm, -hq redgm . oth. adpvwml. o° nrsqquubad Sdkly peek open qac. S Fmrhets Bind ahs fg➢740L to amenebn, mom. rive emwth bands end *aidetl phi uahq 1-t/2 .ted pip % u.aa 4. Twee-uo shoo gft ,Iter h.lmvlim. Oen Rdd rtld4 hatbd nnnemon. and mratled arms, mtl qWy Bane ape paha . � h drop. Um gal -big repair point m dmcrped gdvmlmd orrUcm iW.olaia.n oboe Maine d fmriealbn meet be don. In map ettifisa by NSC Dually CertinwUm Program d approved b/ t Bultlhq Of Acid Nil ertptlU wddhq meet be parfomed by a eellgad veldt and a +edit ¢Both dl b.&M �emdapp M bydy in., 11 structural gold Me Buidh INRcitl. 2 oda m nor thuwayy .dna apcon wel- anoint and nude. wad am m opened mdo o} vlPes and Wbm OMakn e Wood 1. An r»fennm monmrntbnn new the latest ed1Um adopted or Appmwd by the macthg euth«ity. CBC Chapter 23. 8. RDS 'N'Omd Lu Sp Standards" far Wood CpnsWclfai C. PS oro Stcrudcr'Softwood Lumber Ruin fee 0. IVAPA R15'St lmdmd Crotlhg Rulon Gr W..1 Lumber' E RIS damendord Sp IRcollm f« frvdn o! California Redwood Wmb' 2 Manulaelnred iumhm 545 and grad. etompe4 to ply ith P520 boom .le h«nhp nlee l bpactim apenciss -t10ed by AiSC', board , feet.. S ..let- time ..... d lumber with igx lase mabWn conlmt at isms of dressing and shgmmt (for .[u e' of gnaw I' ulidmaam). 4. Raft b nlrtew i Ial,tIone for any quee on, regarding lumber yyrodm b�w�nF mtl haotl..xm 0. Gg0al01gtim malaU.g I be spread Cut If placed fm ..d Rode ar f. Wad mall n t mmmd the design IM load pr s eon flat Pm'Ads adequate shoringand or bracingow e4uelum hon not attoteed design strength./ M i• F -Ince A IlIla,l-fteoln, and Stade (Y-4• thick, 2'-5' wks}. Swtl w almdard grade 4 Main end ReftC- (Y-4' lhkk, S' and older): Na 1 grade Wt.G Bram' Hneden and Tmbme (4' and thicker): Na 1 Grads, free of heart cent«. D. Rmwead F, racism C rix at heart un.a (if lumber .prcbe other then Dou los Fb-t.mh b to be and CanWcl« moa request In art [gear Wei. from Architect aid Structural E 7g0 -Plein. An tap pinto to be Nem-Fh or Doug -FIR standard glas. de or ball F• Ba..OL Mnbxter!« foeda4 trf.% Dov[ and bean malt be Z Ya' gjlosdtd Peeel . A PRgtUg[ lIcl[g}�t gDQt)xiT !d9 1' ANSI A20S7, Grade I -M-1 In B. thl� ae 1$6p,Ihfng;`°ZAmadcan Ply ..d A -1.11m rpprawd 3 Tvavei Fleet ShAPAwUMm A 23/3Y Mad Slurd-1-Flo« Tt0 Ayw 1 with rah. a Inarml d. of 32/18'. B. Reuse to NER 100 I. Installation and candlUon. of use B.N«IOd clam- nal: at 8' 0.G ENA 1Dd common mals ,t 8' O.R F.W.10d common Cols at 12- OC G U.y ap m ecnr h mk nave and u mevthtnp [ M D34g4 dhaeiw. mmUng APA .pod .Mm MP «ASTM D. Apply glue In accordonm with manufoctura , .mannend.U.. E. Un Grabber plywood ea.w mIn. 2' 1-q at a' 0.G 8.N„ a' 0.G F.M. d tY GG Rdd mild; (ICC% Reperl �-52110, Date. Jwuary 1. 2002 MS. ASNE B 18.0.1) 4. TwljylgpLjol7 sotj1021 Revfj�eaihlne A 13/J2• APA rated meathhp E.p 1 with amh, pond Intl. of 240. refer to NER 108 far Inslollotlm aid condition of owe. B.Ned cam nage at 0' O.G E.H.- ed emlmm none of e' O.a F.N.: 8d -MCI nova at 12' 0.G 'Note: An structural rated panel mud be stamped by we of & Metal he,,- end humin, enmaro of vine -antl 1pe ro- bommdad for Intended usa by manulavlu .Hot -dip gawnW tohnnere end ncharogm far work Cap W rsaUa [ ground cntoct fid hien reiatne humidity. e, Pn•verwliw orn.vurn-immlnd ert.kram A PrmervnlW,m Wmber a plywood wive rota -home �rovarwtirn to eanP ,wit AWPA C2 and Do reapwtlwlW d 2013 CBC SEG B. 'ba2ftSa-�4 Wood for oboes-ppround a= AWS LP -2 C. g�/�, Treat cnt0. nonora, biockhy etrlpPhg, d eYnvvr Meme in )�n<Uon MU noM¢ goshh¢ opo baM.e, end D. r`Cfa1G(° ply„ Gpptpp6. Trwat W. despaq blocking, Nfrin¢ aWppinp end elm(. Itch In direct Ca .with e.., « nero�tya�g�or U. Radeood g E. g6 of all mAmioYr rrdie°Under at htdrim. boitlan oil e11 Pinta em DmM- 1. de iq fid` by�arr� Uty other than"In droem YArdri[clu% Ina mall ba bmitied [ Mdrovm Arehlt,chow, Ina prim to fm -=Um fee 2 ReNn* of ebgg dmwinee by Mdroam Architeebue, ins don o! rtliew aha Engine. rmpnneU1. /. the tlmipt « the ContrnclI, mern S Andres. °IAMrIIaabmawith B nainrcdwr of the mop drawing cone[l. of C"'%',' "'%' °'lad, praNc4 tlin man `M and 9 anti!!`wing• Deelgn is of mA.ed by Andresen Architect=. Inc Y of Us projrct 4. 7(ganal shell be died ad In cc dwa. with the latest load Bultlhq Code fee all Ipads Impvaa4 Including lateral leads and xhonI quu�mmt I= 4 m%,d-)lyse-myyfvrl n:_n nm ply to we Architect d the Winded department coI.I. m. mtl mgr drawings for cpp,.,d ei S. T... hall be designed in'aaerdvnc with the latest load BUahg Coda farm loom. Imposed Including lateral leads and 7. Aeve. equipmm! hada t cmnwllvne lnvdNngwn. mag be ICC -ES pprowd d f adequo[ tangth to lot strmwa We to the Ioadhge - d and chat( be 1- to -d epeafgad by we ova mmufoaturar. 4 .end iwtl mtl "'r lls Idmd dnnedlanv mall be lim,l.tl to he. L/240, I'- load denedkn min. 1. "' 0. Crum bridal and/or brac[ee shall be provlded and da[nad by "no mmufoeWra ore required W= bon otl wema 14 ]Dl�mmut,0 � to pro Nde dainty mum d[r f. nam. ,olimtseIth.t Imposing (alma( lead. - their super[ (L,nsuen (t dawtre). 11. inn m.uf..t- la ropmeble (or proNdhg oddiUmd Clear end 12 If Tnna mmlufoelurc Ie°'ireep own`albl,v f« ".1, Salahp pine and W.Wrd it pd. [ fabrication of Waves and Pettlying h.n0.a pupnn iS Ali in.- dvetd ti q i/Yarawnd Ihar"bmihmt (load" In,ntludiaq Nobel If and bolCo�a� (tor I Itldll Coaan ch with Wu ufacbuenWM06 14. the theted hd recrn.hga U nopcomba to meet the Pratte as 14AD W.e lumber mol be Dngl. Fir -Lam 10. Ead, wee moq be Iagibiy bonded marked, othawles how 2'-0'w f N `icmtor o! pan the too. of NeoUsebolt lamocvlhdwithin oreft 6. The tltyelIoogfi ted. pony manufacturing the Wee a The p.TC of wa wevm 1 Bmdp NI reand ars Half be honed, .moral, lied and amend [ d lohna the strength end rigidity ..... v y hr the 2 L,t-In b., .: ProNet. 1 . 8 diagonal (at app.. 45 degrees) ewtyarn '-0' mm5num In ted wale not hmthwd. Bracing man (beau. from eti plot. to top plata Nan wits Gro Bd per stud and three Sd wee end to pin[. S M mn[I .mn2d Chat be •Sian en Siren Re Connectors' a P fl IDD -EB o roved a ulMml In eWalurol dye and Iood Mum PP q kn m. nave r« the.. emneetaw mal be puke Heng. nna ore manufmiumul b the Sm Corn an - m"% ua . Y P•a'1 P y ( 9 ) 4. Too pietnll al to sod rano aballle na aro pieces ed tame doe as it.C.I .. Splices [ top 4'-0' mhimum and be maned with 18 - 78d 4 9➢le mNhnum. Bhp:. Sdt nam h wood man ba 1/3Y !0 1/18• iorgr won Us intl bat Claret.. NI bats moq haw lendord t be rolighla head wpriar All botte once tonpplin'8mt asa v asheathril..awles a gyp.. bond. ppimam to 4 SINGturnl momhnn mal net be vel for pipm ala unless peancaty aetan.a 7. PnhRl ter nmm�e worm flan spacing rosul[ U the roan splitting. I b i in g .q �g 8 U 5£D 'W41 * NnGI'WI Vey Mvl•V � �s DF CAL\� Genera Notes I N- Dimon 0 (conthusd) Wood IL nn -e and 9. A. Bn ag m a- The endo of bone or pYasn ppwtetl en ry w cononto Md haw not Ian Uan 3' oP bearinp. 0.BngN9-m rogtl, AO bean. 91man suPPatetl wood WRenhow Nn bearInm and bewhq shall' be mprleed a( me Tia sdid Pas! (ar ..IU -.td) nmWcted h n app= Iona be epsclnad on Alma C. UmG"¢. Provide 2 r temporary troch, to ail beam. pro)ecthg 5-0' beyond b main; line to pnranl warpug' Rnnf and Gmng p_hn A at thedroll b t b. air Idgy boardl. Moth. t the rid, Then MNI be a ridna board at loot Y taminal end of t at ll dal vs and net Iver N depth than he mt d f the ra hip a ail eat. a lane than Mal be single wthickness, and et I er hip R. at len len ns, than the Cut end of the t nominal 0. HiDUM shot be Called o an m c t owning Net to faun a mum. I h.tesan Ienlor `aA. M. ch )oleo we tied !e Ydby 4 (nunrlind)mInb°ant axe Ilanto It.. fair-naft s rim G Cud108 to support roof load. mayy be died to reduce the ep.n of nnere within ago..bit Ilmil. and Mon b. " %"led by sW. to bearinp well' fie m ""' open aP a 2 by lY purin Moil be 8'. In no cow Mall a pudh be anon. ban .atter. elia°fty out 19ewt sed' (i0'bo'`edwr i2 : U .wkj andxthe dNMum dope of the Wt. Mdt net be Ica than 45 egree. mow the hwlcontal. D. BlogklDeL floltan an than 8• In depth Mon be supported l.terany at the cad. and of each support by .did blocking n t lea than Y h thkk.- and the NII depth of the otter union Caned to header, bond dm plat to dpInin9 Wd d nqured by Cade. Al. 2x .did bloddn oa! /0W Intends Pw dl mil- m- than W deep. E Faeelg end no, B.Me had be renen nvatedds. into of epiinlaw antl Mon law a loon not n erneh .o w o ba hart.. or "loth !o the akin if ramrod winwe Il corn be touched under o d thing diltono- If U- we yy y Ikon repordin the acceptability of any maraud, eameal U. P.)..1 SUPedntand.L F. Calfomlaifm b be 2 z e Dougla. Fk #2 better fl- at 2 . aC. 11tha modmum open aP 10'-O' tplc'a 10. Standards, For sheaUhyy, derlaym.t d ate. products not caw d In Mon (antlam4 ply with ncvnmeldaHon. of fnhmwr of pproroduct I'Mad f°1few ues Mantled. i1. OaedmDt. Q14 ehvp4 'p4 plumb, bad end tum . honing ban to P Nd. NII bwe no. Iz Pro°tnellm (ram d.Iwfw.tICm A. Sim ma ll,m Whom, -ad Is macror than 8• to worth, use treated or natural deny resistant wood union separated by 0 3'te dan ab with ImpWan m-brone bar - Orth Coann-la 9. Embedded: Wood -tall net be embedded In the ground or In direct contact with the worth end uead for the support of G pSplot Ni (ea daV n6late0. ante and deep- le ry C1* whim Is " direct cmloct with earth Mdl be .clad nae of ths .-e mala end Milia be mocked w branded by an app., d °p.ay, Ae m allanala a '.yl f 22 Orme .est aid belwem the all and Cananla/mmanry. 0. EXUADdL Columns and poets located an comwele flown or dodo .posed to o. or to le mepladr d Mkh .pp. ape �)ma.tg aWcWne Man be pparted by metol pvdest . lIn l least 8• °bow expos. worth and at least t• abaw such it- P.Nd, Flre-Semninn to su! off .4 .....Nd draft opening. (bath .riled and horl:nlai) and to (arm as eff..U. bailer h P.M.e loeatkaa, m fano A Wdle At Flner/Co.._ Ia nisch or intrlor .lad waist, at c tinge and Door Iewi' B. S(ud meerrc in all stud wails end partltln0. IncludingNrtaO Wom0.� roPlonamd n°l°awrth l0'm..ion- dimensions f any G Uidmg�. tzcwq Blab clung- at to A: bottom, between Wtls h M. with can of cot if all WL .fair b unanbhed. D. Packnt loom• Mound top, batten. Clam and ends of .Chq E Ypilcp. heopninpt wound onto, ducts,_ hkn..Y% ikaPmen to F. 01har. Any othor locations not ep-I- Uned 'bow, vch e holm tar piper, sha1Mq, bMhtl Nrtfnp stripe and rn0aflaces Mich could alfmd ° pasoaga fer names. G Thlekn Fkwelops of road Man be 2' n -Ind thidaem. If the width of thv w.inq Ie each that m- than .. Pkce of i -barb ev ec.ry than shdi be 2 thhknon a( 1' Nal mM.lai with pint. broken or an. thidmon _f 3/4' H. �gm,md Remz Fraelope may dap be of Cpsum wallo near bawd {-feel, double header and lrimmor m-bwv00and -of' with NW hmgen. g! hinq d drillpa (plea, rafters. and etude - pornlll.d m aa.nad Ia d.Cd.d d.' A A. P A 6Pmddd. 4. 2 z 4 erude at 18' D.C. for bearing and .lerior wale on the ton ton olodt end ,1'1.11 2 1 B w 3 x 4 Men at iM 0.G tier b� Llfr ma asienkr xmbyme�oa helot the ton 1- oracle' 0. a nm w0°t 1elrl abo Mlnynum idistmlm batwam Inde d edge of stud 5/8' G gaga .blas with ride tllmndan p.p.wwim b s.14 From: comerswith 3 eWdewale ht -act batlt up tleol. matbe used add. MInrn-neW gingthb°� foundotimtled far wdl bfl14', pravide ewM blodJnq Man thr. langth dam not Dewar Yban foundation wipph rail a.aede a high Wme as .,uhad 1. ddNan a glory. G At n r ire provide amble top plain lop caman ma b it_ apgees mInim- 4-0'. At eight wap' silo r shale botl- ppWW tcept Man In fatedConanla near Ion b uead . Rrovkle amble not!- Plated Man Ploln am mew berm to pan 11th. wok PmvWe 1/8' x 1-1/2' meld eUcp eoM ids Mth 4-15d nor. NI plot. sum 2z sWd .Idin ooh E UGb a. dl exterior rano and mob woes wale at or now ands tl at m 25'-0' Intervale by an cpprmd method Brace lrad for WI hdght.ailWsFrole ybc.appne@leisforownqoInq-City support Wmhq doing cap.t..U.. This bracing 1. to remain " glom u Q e , to W Intagritoy has ban'hi-d F. Crlpgln write Mdl be Wooed f eWde net leu In size than the studding abaw with a ooh. length d 24• a and be Owned of did bloddn9• than _"14'-0' 11 htl4hl, each wall. .hall be Wooed of crude hosing the win re d for m midi G este, ppmUU.a emtaMhy plumbNq, h.tHq, °bar pipes hen as . homed antl iha plate and -mW li .spaced P. C. the H. lolggCgklnpp(2 x 9 min) Wrbe provpldwllaI or hndral. and at L all_Il bath�as F Larch 191E more.. current d tuentim Man ba W. of haul center. IL RE An sWd PaMO.. or Ib with Was In hegnl-to-o-leml-.go-.ib .cWhg '50 hd p_= t tem than 2' In Udder- - d of the ewidth as U. eWMae! ed .ugly and nal. to provide adequate ictal L ;Z: -,U W-0' N length Ing. shat be doubled. NI wind.- shut how, su a gyp.. Connections bawd clod u.n.a A oet/Rame, prodde malUw correction boteen posts and be -x to pnwnt up Hit w lateral displacement and of be- ttppllem W preen Tam..lin. U. Dela y be box m vinyl olid ink- onl- .peclOcdly ted th-bs w qubed IhI' by the g°vm' cads' Whan n.owse_ry t° prawn! 1%litlhaq, Pretrit plat ham -an. Um no0; proNm modmum n Iinq p. CBC 2304.9.1. AID, V.Nlelkm, EadQnd_ glllt Md.., andend rofter ponied hall how cram-vmtf.U. for each amt. .e b wnNotln °env 110 N y 9 v ," protect. against entrance of min, The net We wnbaOn arm shall mat be len thea i/150 0( the area of the apace Noted fie opanlnps Moil be covered with .melon rotblenl mato mesh opening. of 1/4• in dimension. D° not black vont. with NmloU- FA�Snd seller We Clmi. to o chant. or meswnry wdl shot be bdtetl to the cameral. or masonry n slth 5/13' ameter . Y A307 bel. at top, Id-hdgh! and bottom. 8. Structural Information Mom o h -Ing pimx b far the M.I. structural N -ante. Nm -.;u rel =t. -td to, G WdConstructed per approved cede r.W[-.ta lpht_of the roof in, b Considered .w 10 pat can. (talo mat dead lead of 20 Can. If -the material mceads this D. DlNekn O (continued) Wood r. pAn n- transfer nnmmo done be par dlmHpa Contractor her notG EmNds �pta at Ilo.arion fl far uer h tl poets r.vbw Me multiple e. tua. bal.meenn Preside eot Nitwidth iidthU under depth -pro d. black IL BIL late! U®g0[y shall b Simpeal U longer, all beam hong- Mal be SYnpson HU halt- arena m plan or dein@ double man 111 pW.ts roammandaUne for lards fowl L N e dadrb eD plate le used of nlpplydatt p.mis = to thea Ne lot., enWdor - apply .I platy namingq to both li piate4 of f0' 0G ba o es gedled pr edredd' a Ruldic, yTMgB1 ba0aon Wmsd rolls (nn-bearinp) rud 4'hNght. 2.. O l.C. mlm num 14'-0' height 2x0'. O /8e ' D.C. carica- 2C-O'h.ighteiphl No magpies of 2z4'e ora dloxad to °pan man than 14'-0' bowing cava .eaetlinq 10''0' mesl be dedOled cern by caes. r Us. 4.4 head. for opening. lam than 18• at bearing revs without point IZ% or at panhg. tem th. 4'-0' t n-beadnq - Um 2. Wmhq O madlche cabinet and pompe wnl (Venn..). 20. Wine Mid, Use thb cpm table for .0Np bete given the knowing e eonMe s, unless noted oth a plan. a. dead lead . BA pet b. Iia Ind r 10.0 pent C. total Corson. - L/240 a ut an /2 Oou91m Fl Larch SI�SEBSStlL_y1y,1_ SP�SULL 1YLjt Y SP* 2.4 t 0-O le W-7' 24' W-4• 2.5 tY i8'-7" Or W -t' 2e 1S-2• 2x11 12• 21' -it' le 2e 17-4• 21. Minimum Ou,lity E AB-mp[11mg-h011a Mdl confomn to A57M A307. Hines for ball. should be drilled 1//B' torp. than belt dkk F Sm- m,h- when be mOtl .ted. Use ooh. 2' thick warn- tar bolo with 5/8• dna, um 3-1/2' aq. w 3/B' thick raMan tar bait. with 1• die. G Au.allm. ma o attach now near Mmlhhoo to Ing 'L N-.. °eh 0 conform with APA vp.ciflcalton Af'fi01. H. ManufgMnrod lemon. spaciflad .e drorfips - la be Schoen stroma n. furless caulk.. authalxad h rdlIna I. Do not bend tin.ps. PA ebp. d Sheet rock on h-Inp Stocked Meet rode LdIm, Man be limited to the following quanlllles In any ne roan: 5/e': 10 IntliNsutl 4x10 Moats (8 para of Meet.) i/2•: 20 Indh1dud 4.10 -tale (10 Pal. of Meat.) 7hhaa= rocN °cera. ad flow to qukW If the number of K Fniten.a apadflad n the the drv.inpe may be cdand u Ing ufvaWrvta brand. that utnlce ths Traokan caw ended xand nwo mmmda0lme me fart lnsldolln and hvndli g I th prvduan, bed my�m� cad. L= OJ Bxnm 21/2 x IN- 3 1µ x RAA 1 2 t/8 -D +mu+FL. �w�+', IN 31/4/2x LeJ 1m 31113 1. AIL IvhHmllm Md_,nv M2dCW Moil -f- W the coment action at the Standard Specifications for SW dural Quad Laminated Fit. Fit. (Coast Gagbn) Lumber by the West Casal Wmb-. a ACeadaU. and be anent .IUan of Ttnb. Cant O"i 7. AILmembam. time be Douglas Fir La..h. with i-1 2' til d I-hatlona combination 24F with ,-f Ind pinna .qqII Confo-hg to F.anl SpedO,.Un LIIL-4 C7 -B. Un Lt'CO 21F -V4 t 24F -V5 for dmpiy supported beamk and C-bination 24F-Ve ce 24F -Via for conlnevmetl beam, I Cemolz with ANSI/NTC A780.1 'SWcruroi guide IamIn.od lrnbm' 4. Pmd9A factory - glued weburoi Ile, preduc°d by NTC-Ikntad then, quallDad to rppiY the NTC •Oucilly hepedad' mark & Fadery mark each aloes / glued-Iaminaled eWeturoi ani. with NTC quonlyInnspeetwd made e, Daa(pmL Wh Partin. a} Mo design for yload-laminated Umber members Inalc.tad anufacturais rnponsibllly (any d-ent of design sid-Uon), -ply with appOands, proNvin. f Nie 117- "Destining, Standard spsdneaU.. for .WeWrd ed-llaminated Umber of softwood tele..' 7.c_ Ire !n aL Msenell� fer ... Qu -Ian bean from n approwtl Tmthg Apaney -tall be submitted IN and approved by t PGdda ,load-Iwa led limbar ban bad Nom on w°wNa. Nat meat ce m and thefdiowing .treat vWum far Canal lauding duration and Condition of,.- B.dn9 (Fb), 2400 ppet Horbentd Men (Fv), 106 pat C-proedn perpendicularo q,N (Fa-Tamlan Face), 580 pent C -proal. perpandkuw b grin (Fc-Canp®N. Face), 500 pd Modules of daeudty (�, 1,90D,000 psi. Tendon =,. to g.N (Fl -Nilly loaded), 115D pet CwCPnedn pwdld o groin (Fe -Aridly loaded), 1650 pd. z Asian 7wxg 'W t-uae• .sited., ill- otha.I,. Indicated a Uaa- vnufa,I,o ', a.6dgOt tr 9 L oforl- rood sed.. ff.uw In rot mina Iranenin °f dd,tare et ams Warn m. 4. is mvnubdurm'n ntandad Wndumlt pnsWmp wood odor, Mich rill of htrf.. dth opplicalln of road ebIn and Wnepamt Mkn, w point ani -t a. Indicated Q Meleln. eentmt r the to at the Draw of aroma Mab not be more bon IOX with a monaum wriali. of B; tl my beam. �°GVOamllmd..nemb. for fabrication of each m -bar b Mom on d..hg0. and y b. door dsulor parpar M Ut (octant. apbn. If not doom, ea standard n mem er o find Wren. y Immndwood Hen end -RIC, each mamba b and I.pO and often d wowen a If nay,' apply a WraUm t f and Color b ' and bar . cat sur Be Neaphq surto- 'Daed coated (a not ton than 10 minutes. Oa-, shill be Ind Ar-°p'I onar ,'Ud' d.nb MIppIn a e ora an ane nen. of IL na and coat .earl¢ apply o hoary spI mUon curt °f benetmlim sed. ncarte- o/ each IL .cat for treated -ad Man tnaWmt he. Included smtr Melt L l Elnlsh gf JOIng.fledebuipt shop be Induddal appearance grade (union oth lee noted) In -forum. with Standard Appomnce Grant of the ALLC. Division 7 Thermal & Moisture Protection 1. E addfi glue grmne, with meulalkn when Indicated an pima EXTERIOR WAIT COVERINM i. WWvihm-nnelMiw UoD1¢ provide me (ion) layer f 60 pound sphalt a In /sit mhlmum under ail l.or nnl h - y Shear Wolin and Nvrlrmid AnelI.D.e raq.ke a minimum of two (2) toy- of grade '0' banding Par_ 1. All lezlwkr matwld..half conform to the requrmm.. of the Unifmn 9OdIng Cod% ppOCCIA. adOxL ad d Slde ext Ittd coda ROOFiNO AND MMARANpS 1. Sermon FumIM d Instant ra_Mp and r tarproo .9 wait '=pieta Indudhq t strips end Incwp-Ong Nor iratlm ..I. end�da. y Ineln'I" Instal Rnq and won ewroatn rtbtant meld Dmhh�par manuoelurot. newo meadvtlone Indu�ga the un of fasten d anshm7nq dedcyyee for high rind k and p. )Goan .s. roof drains. kylght. att¢°tsuppll.d° by oth.eI�.pPere� a Donor Mall protide a e terun M ap°cldlat to watapra Mty °p dMLhing delete mecedmproNde doth thuausl lmvi n during IINd In.tellelion of ail waterproof and mashing specifications one tin Clhlphst et.d.N. of ...I u.In.. Ohersence to tkn°prat �e Snalm CmlDltttnalm M a� W� IaL 1t� 9 ,dlllutahYaW , 1. P[aMiLCYLa4YaMdt- l attl% at ail wiled surfaces. 2. PmNae Mcke!� orroIndicated, and rW -o proper water tl locCo d to dboat Mounded or away Prom veHkol surf'ak Mgtad'ho Refer to plans for type and manufacturer of mach¢ 1. PlNrmd Deck thb ayyadflnun b applicable to buil-up "etnI eeaplerns Wpnod diraeUY to PIu oed subewle' Shmid any other b . be .Co.t" bait o written list .1 uirad modlfloallmv dad by standard fer.ow ? "Canine to the Architect tar opprovd. y 5lmdwd .termer nenelneniim. A. NRCA. 'R..Mq h W°t.pmo0ng ManuvM. R. bPbyyublished wadnmm�a a°Une na IneWaune G CBC tllcft °1y of praduota Used. I Cee ellputy wi h other trades to Ineure proper sequencing of each "etalivlln. 4. I4mn/neh,r,rcn puwnnlne/car mty MFR'. Sl.dad IG -y- 5. Hann otOO rrentw P.Nde 'Rmflnq ConbactwY standard 2 -your me Mg v ta. NRCA Forth 1870A w egNiwlant form. 0. 7apWlp_t,chL Each packagge of fdtk cam l0. and boas-, ply - o bin.tln c p .sale shut bear ths label fan approves toeing 1.boraN�h."cg o eaMow far the Intention of materials end MI -ted duct' tludnq mnufacture for such bunt -up 7. re.0m;ppak, Runt-upMyy Mag be applied to send roof sheathinge .. epadled In OM.In 8 of that. ganerd notes tU,P,oyd.mM.fdn �loyhg with mnonlng .gulaUne and NRCA alk reading Ad falimeep M9 man d tp'IOCotImv R1L NADA A 9neathMe gee single ply 5 It. roe" died Meathin9 Pop.. B. ennn nM 2 grin i15 perforated asphalt -saturated .panto fat Co plyfiq .Ith ASAI D-220. G P1VAI.., J piles /1� 0 orated ni mit-saturated organic or (dsit ComPly"p Mth A 0a,, elf- 3 plies A5 nphdt impregnated Cl- Iiber at HE ecammtplyhg wllh ASW 0-217& Tyye IV. D. o-3i2:�Typh :Imaon -a-- a- CacheI mMpWg with AS7M Eatrdba..e�ddLlo L.IIq�: ]Iy, t. f. -.t. Proceed Mth = G perk only Man ad,Un9 d .C.'r ted with . cmditime rill pv-It work to by pvdartnad " on d.- with c -m Estonian 2 SUYaW1�Ya1r�l�Gracgn>Lr cUUaa � Ezamine eubaWte mrtocm to rocaiw bum -up amp Ht-. tl dated woriq d Condition. under MIS m_Mq arm be �netdlod Do noel.-pmcoed Il until tbfaclay CondiUme haw been led N o mon c eatable o , all.. a S"='Su Vedfy that subsbla la "Cumly Intoned with no pmjecgng footman and no ad),=t unit. In -son of 1/18• Cut of pplana. 4. Prefect Protest other work Wm College of bunt -up momq orb S. Hent pad,- OPPBC- W1u0tea N accordant with apulelmes t- Wm Eyp .mod ce enc-mnded by NRCA 0. Rnnn hon. oral be raged, using mol Ins than one caner such i-1/3 squ- feet sMtyp nage f the type quked by the ma uf.cW to fa a -tend o hp 20 vamde of hot cap silt fw n be c ted t° the boon .did an � (10 pounds for .pat astrip-moping), w not I- . two pvilana of mid blwm... c-pmna h a'ammt .1. an facWr.'n published ep.IM.U.N or 30 pounds of hat cod 7• I�rMWmum_lich wWbl j tAln� gq eget. mdac. h hall b. rtaeed IU t less than Bd pound. of hot aepnatt er other - Uap marmot . Mich la bend. not ton man 400 cp de / gavel .. apprvwd rtvchq malaide w oth. 350°panda o/ .Med dap por mom, aqua.. 0. Meth. shdl be owmmted to ths beam Meet. using no lon Meets ng -Wal than that spedRed far sandy c -.led bane B. Top Int. of subalmla to Prmmt pnew0n by roomg me IM Shinglemultipple pilot of roaflnp union otherwisemq.1ned by fat norocWrar'e fneWcgon. 11. On dopIn9 betmtm (doping Un J/8' hr eodtor bitumen, 3/4' Por asphvil pith ovbestm rdls, w i' ler editor with other fate) canaryy ith NRCA ' Mq UeumbelrotHCand PH. of SL G. t° su?. to mai- err nanIply with petilbn M moq manufod ne, InewcHns for ng -position roa.q. 12. NO edge. of rooDnq than pom@le FNthmt -using Ink.). and nal PnOg nothing to verilcd surfaces at etlgm antl p.ewtlne of room¢ INSU AMON- tG.a.lppgmt. AR. hM.In In.d.U.. Uo Ineldlor .. goaty" ° InMoliar that U.. Hetd1.11. bYcndfomns .tin UC "Ifleatemquir-nb of TiU. 24, Part 8, and that the TW Inetdled Canfarm Ith M requirmn.l.f TWO 2G Chapter y The amUn. arm" la. the Manufaeluw's mane and materia Identification, the Nnoolled R -value. and weight par acre- fent 1. Minoru! r@. darket/b tt Nmdvll. of In .1. -ashmtas Ob- tanned Into rmillnl batt. S -1 -algia typ. Man required far W/ support 1. Pre -W, In.dnum at an ewtorlw went, walla between If c d ,heated pompe storage bead-- If -Pon from n t- .Ith dG - bav%C alDo access Pod, kbee sdhg jooistm(I I. act pen apon abbmm for v°vm W.U.) torter rreeceM (batt) tout DO. 2. Walla to be mInim- of R-iJ unless otheMm noted J. Cdlg to be mtntmum of R-30 amen othenIse noted. 4. pppm,-MyOL, Uneondlilmede to be minimum of R-19 unless b -Ise noted 5. R5� FCaamOnent Shavt ter California Energy 1100 24 6 be el. lvwd, the tided following g In In the building ..lope ..at d. A E.tedor pini around wind' pal°d door (rami, batwem won and wail end em late0. 0 0. P 8. monkyys to pie, Canp, dee Wed and gas Iln. In estmur d Nlader .ale cdln9( .end flaera G I. Inge d attic poor (such ae Man Zing porde meat Mlaoth antl such ape wanings and mag s hepr(N) D. NI athor ch cpmhps h WndInq mvdop. (No pops or wide row be 'coated). 7. ydt- bar epyttalyd-tnchnhum may les uead to met the tandem ceu- regt'a ( a bO wdl0. hdutlNq but at IImIW l0. anmum. sW'o, leuldinq .mp4 or aqua .d B_i.nv end nndr cengnm i manufacturer. urp� Intio dpy4-eaTnd shat be Inodad per m hft Gt -dr/or Ower and finish end de.Ohp to be _ppmwd byAorchitaat and/or Omar. DMeton 7 (c.tImin) Thermal & Moisture Protection 1. Omka aelamha lem,lb- n,led= Al.ZA d eherw sartoen =d W the woof. and seoad underneath and be fad 2 m.dsanr dgdw MLhaimnlea pmpppd to thr Mol be Constructed pith sufWint daps (.nam 1/4 Inch per foot) to neon adequate dra er°ngea, a Iln nnnrpl�ed 11.11 edam drains d warn- of a�egpate etc MNI be Inetdied at the lo. polls of NO dads 4 nn mhmum ]inch dapp frarrl MIMad Interior floor o the highest naw bar! on ny adpinhg deck or bonny. JOINT SFName 1�0mCl�l`pnlhnly Provide l..ls elected for e-paW011yw ith wiMab d with mbabolow In each pint apron; hon th manufacturer, 2. Dm,rnt Me l,riw ice P.M. tpk grod4 does, hwdnem ad d.nar naract.dellow w "I'll, bmq�eowmnply will manuoewra'a d1Un.dand caller°tfaclan f , pint a ela'mfffn for °best paedds owrdl Pwr(armonca Joint Ian 'U"d to failures In a rinoa�mn `INpawmml odalio4 mepheatory adndnw(Ment tppllnln) mipragaa, Moving and 11th. perfarmnca as sp.o fled Fin ((nnF orlon• t. Cinsldl eztaior andont-ark edelta ecohnmandad 6y manuvh'lu a et di°!prime w .cal as nC-ended b 2 C "gen n y Int m oduror. a Sucourl, nndgM, from back with wnWcUon m sham or with 4. �ht ion. bock rad. nnldLllnWd-ta0lmlt by Prawn methods MIM will. noon ttlae f plot bond surtoow0. without gaps wail pocket. In bead., dightiy .coven n mrtace nal Ny try bedat djoNtag surf- axowpt face eight war M h s Car d &V. ewer pule FI A.,+INO ANp VTiF1T MFi/� i�r°en.el r f -nee egedlReelianer A. Comply Mb 'ArchlleaW-1 Sheet Neta M.ual' by SUACKA (or mm ,nerd Itnb for work nqukad 0. NRCA' •RooMp end WoterprooMq Manual'. G Cue Chepl. 111 D. PobgMad betmalicn hewcuns by manufacturer of m°nng l.,., used I Cm giholn withthen trade to .can proper nquanetnp of each Inetanatl.. iM.�Ln°�e-'elnd AtCOL Id y IltW 3011 Copp. AMU A-853, C 00 hot -alp pal_=; min. 28 dopa z Imbes,m, ASN Bmatch Nioy 3003, domino. H 14, diad or hakes .and. b marsh .agar! uumMn products ooh 0.032' a Sudan Por .ted 50. 50 lh/lesd aid. (ASN 8 32). with men, N. 4. -- wham nmol- 2-pport non-ewroelw meld Beam -.One pmtl Iva nn-movN m,la 6. Enelme c parol. I� 1tle bang fl tri.. 8. Dih�mh �n ga13 .0 (for u a dldoebk y free of F9 1ompo er far Pohl 12, ewv.t typo al. het P .INr, -pend tar 15 m0 U622 n ft coal 7. Rae�lO-� ASTM -2572 awphalL E ..Alan- 1. 5aemaL Fabricate beat meld with net-I_dd num. oddw with tr. adder and flu..camm.ded by manufacturer, .wept sect clumin- nameIth epety metal m- meant and Man Z %q -d tto�, dart eaane and pin.. greolmt int P -pale In °mn ardce with o0pikabla .laranea l.ndard. to provfda a ,p -maDy rntarp ooP .eath. nebtont Imtdlvtkn provide for to M.. of nalMa malari.la h- of Wand .1..= a a Anchor a ire eY 1. plan Imp dMan ad fast.- pomibl In m that row be W o line plumb and laud hero hwcared with a minimum of yNle. 4. �SS�r51.LLeece„� fees, Set flange. N NII bed of rnMog c.n.L 5. Ion: Mid. far th arrn.. wo oM I sunning Meet motor work. 0. @ppt(YIdL Flesh and Counter non of ail roof to well mndltkn. G.I. flown and through ext Iva -lkend er not boom. and CaUnk- p.jectlnp 7. Rvgf .rico Ilvehine Mail be pravlded f n t Iva Wan Na 28 �dvn.ed .eat i ga earoain-nslstnt old and Mon tend at Inn! 11 horn the error IInech way and Mal w haa splash dhvior rib on not Ithan i' high at the Mw On. learned t part of the rewiring. Section. of noshing wool han and lap of not Ion than a cat to o bad of -th.- mxOere mu A Seal mmIn .Mtn h meld cork eIU CherOdetrained. ,be pus 9. EOtaryoLvenm"pa mp.sad w the weather Md! be pushed In ch to Ike Ih- atwrp L 1.1-11ng and lerlkMinq Mall be grail t the pncDan f } vertantl vertical surface(walls. ate) 10. blond be -e and n,r11.k- Projecting Ihrvugh teller wall. antl mot surfaces than be flashed Ith galwnlcad Iran flashing and ked ii. Weed TrM Formed .ted. Rni-t. to Wnnihr shut be pushed M- butting to Wyxkmm,hk 1. Work Chen he nemmldv fandeatnd to match dela) and "trod to b tlilma y Con ppd,_bmkw-feemM pppbpm Mao be nni.. We .d wi9lt with -tarp Iles d anpiaa a Inch sold. not end U to iha 1/2 inch Ido tetl NO cwithon eelbn Man owriappFO don not pmNde won. UpM 4. SrerLauttd rerk shall be designed to provide ...plot. weather tight and mlarproo/ C....Uone a AD owwnlrdt sid hail be tin Primatl with .e coal of sin° dust -rine adds primw over ail aorta- and n .commanded by lel sp�edaH., 6. glomi Id sued .e D.shInq n a�J�Conf to woad earfamv Mau be .Cluster. 1. high quality weolant to rohprnflng between such 1 SLOggU(a to be wd-hod d ICBoilG as p. facturate need ..Urs and Section 2810 of CBC 'Moro 0 Doors and Windows Q= aft 1�°ndmdm Comply with mquir-Cts f ANSI/NYMA I.B. 1 antl Section 1300 of AW •A lINm1-1 waad.ark amity St do d 2 Wood dear ntnndnnhe the roquhamnts of NWA I.S. 3-70 tppiy to the cork a Aluminum doer nIandertl. requirement. of ANSI/AAMA 4029 and SMA 2005 apply I. work 7B,°tOOFl°ro�- al,d den- to be labeled and gated wileiha required by 2. Ote.Mymfiopedfan aMcy.a rnpfaM. re vuth_rllW eor de menNm: pmNde chanCinum ening glass Coon of type SCD -BL (mahlentle). Fvwnrnlnm: i. 1 bol dodo W Comply MU minustInstructions,2 McGloin oacoo! Indited (door sizss. member bar do boar. proflim end oper99 I.). modifyonlyesmnee-w)a to mail pertormanca requlramact. a held! On pith aim = dined and richt pin. mvnufeet- In.W tion. ApPIyy hardcore d adpM w thor light do -- Set 11 m ber In full bed of eminl. and 011ere. 4 PmNdn a ns and keyitn Iwiglq dhow, lodkoble from inside only eoM dicIn eaten 0 cc a a! dl ezterkr min h da Prawa" dagdbgtL.amL(plctlnvt 9 0 wq Indudhq ham to garage d_w4 or vs roqulred by toed cadea B. YiaEOC. NI cry hoof .Uy dome Mdl be aquynped with a wide angl Naw. (780 d.gsun.) except .h- the _'open( hot . dear MelonoP the -a .ide les door without caving the door. 7. d1agf nbhntnm. Ni dldh0. swhpTag doom nd Mcdoess to be owt.lor a to uncandlllned were Mdi be 1,%= stripped, gadwted or Cth-tee treated to limit ab In.N_ OYMI'Aff OnOR SPRINM 1. S.Ina must he mnteined with a .trot.t dm4. to anchor fine tial q any part thereof In the event It fracture. 2 Both theand the rml.int doth- most be Identified a wle-hq . the roqub-m. oP ". Calif -le Department _I Houdnp and CammuaIty DewlopmennL Dili 1. 0 Finishes t. G mm boom nlnndnnh ASTU C-840. y 8. t�pty CBC, Mih ben Went fniinwinm A Ch� l 211 Fin react t design monad, dewnth edition, gypsum vesotlall.. a 611 Olbatim_""Olinrd attubato be Inetdletl In such a mormor B.C... d the We pima of the wall/b mi dnWined IU ad)ocmt 1.sid peamm benNm AMU C-38. y Wvnr-ern I Imt pyo beolde, boerk ASTM C-630. a @a86dID7-CwneLlund:. P-0. -and owner broad secepl at .window. a d rararates. 4. Sound �cL Whwa M°m m • nint•, protide cum faewr e. rBpaeptl�dU l�yp{_e tleslpnad to ndudreNenepmnd Wmm�imbnq, type RC -1. a nm-blesatn0.ito9r° hirmdanl Ior c ad d_hwdmZt nfw °oyn gplkal(m a e. �bronaemlk,n Workers, ..ni-arid mNwd M. withal amun7. ,blot to,, k Comvmn& CDC standard 47-0. a Fmtmnr. bed cod. nMt, apt ed seal. nor. Mw noes woryy for eWeWmi w M-neblotM nquiran.la 0th. fowl.-ewilh ICC -ES approval. may be used. F4udlmm, 1. I:i Cesmpt CC"th.elae Indicated aPpy pInt tope end pint pYound at pin. (both dbxlin.) b ire. gypsum board' aawdi and Purace dafacteteory Danpt, p.sbtfont, fast. - 2. SThty Trmlad pht0. faNenor hada t edaaoma end lard'allon. In ten-nnletmt backHp board to ply with board marmfoctul.e. creatine. a llcl m Gypsum Iibocel Mab t be Inet°n°d unit weather eerotsc��tl.'�for be bar. I. b pravldsd 4, Ee9t_f NI dr'.'d .d, of gypsum rOb... d Moll occur . be hmtinq m-�ena .cep! Noce age. and ntl. Miall are peepandlml to the Wmhq manbara a Gorman bora ndhe sham be ae halos. (Unim oth-tm noted pine) Footman MNI be apocae mat l'" " 3 /8 hon frau ad nrm °that doe. at ".tto. mor to- ATley I.. nand epociny of lasted -'hail comply with UBC application edltln, alar. antl A. 1/2'and 5/8' type 'k' gypsum board to -No Od cod. CO. at Y 0.0. t° all truck pl.tm end bl.ekkq. B. Gypsum beam attached W bunt at 24' GG Mdt he. 1.9 dirnandan parymdicui. to Wmhp m -baa 0. Innldlelkm: Inetdl board continuous behind Wbs, shorens, and der talo; at ul Pa2y. wound and M walls. 7. Fin- RnelMvne. ft 'stype k' Man indicated and Man required h fm-reslOnce rated ne.nblba 71LE11�K i!!C lm(ah.. end_ Imetal toe,�auL a Ua .tar, den t., Inlenpdad !o w1c Wwhen. b the el. o. .1 pinta out at cron 1. k!pndvm. apply t° the work swept _e atherelso Indicted A Amenican National Slandame Ineolute (ANSI), moMor and gg ! motarids and Instdiallntandem. Q Standard epeciOCotbn (or caamlo Inc ANSI A137.1 2 SlIlpin-eemmm�nt nMnnl. ASTM C-920, Type S. Grad. NS, use NT fa uae I° pin. 4, traffic .ea. In,tvn tf,n: 1. Ila-.gen-Onnr. NdL. gC_-ad t®ad MNI be NMad dper the Generale Ina In tlWl. standards and the Tie C_und of Arm 2. leeldl mud gni Inn at sou tore, tube and Mow- par the Ceramla Inc ImUWte antl no Council of America Standards. a P,eAd,y lane -f membrana beneath In ter reddest In utute bend ths Ills Council or ereconarrended Xerka Standard. at of lecturer and tarn. subject to moisture end water (L., tube and honn). 7jiwtbnd e�w+t ve ed tsd by Omw. z Invl�Inl/nn�I q�ilntl end Ilowin9 Is not rec°mm.nd a- wood Wooed no. opt-. appeelL 1. gnNde. p°Inof .deem otherseated than D thap.CIOt' factory M'd g prop- n o ort pr 1. PAIgLSa.gUca.._ Sewn (7) day. prior to beginning rwk• NmIM A hReet with 'Iva ship. far .deem other than thea. that we feeler% palmed. Submit .ample, for Archlint'e mime of ad. and tZ If, Wbkm.d k: 1. Fndr t -toll be uniformly opined wall brushed cat and trot of brunt aria. nn0. .q a amp 2. P.cinl_ iiDlah.a alai b t sharply to pre. Protect adpcmt a onJac.. to- gad- gPpUL Pornt and .Win. In amwdw a. with the f'tunn insWIf 4. Hefde➢ra shall be masked w rern_ved prbr o pa"Uad toning. a . ,noon dor elLba p node Ia fly d-°ga tthg ram D. wra,a,dnialt t tomaiyedaanb-mupM applied Pril -Nan of S,,f,- 1 sped Rani ow dl CH,ngnae0. bond broddag og.lta° dw, Nmill le end amanvcmce. 2. Cmeka_hglm� Md_kaW& Mab be filen` sanded th, d led Wootl eurtoee4 sept m end, Mob be eendad PPorfaegy mnooth. Santlhp Arlt Mall bet cornDletdy ranawd a Tt� oma- other llmiah_ It➢UN -tall be bark -Pointed Prior b Instdiction, to minlmbe InconsistentM t shknga 11..° MIL eFJmem.-antl Clem. paInWg d mishinq motorial. In w.wdonea .Ithmenufvelura'e .merlon. 2. Submit that of mal clots and momWo t. - for G.er'a and Achlt-V. opProM. a AIL ashdl be ddiwred W the out In sealed original mnuto coni) lnera 1. Pregemif.: prepare c tW.s surto- of le. am . blck and Mvm-terlala o ba painlatl by mmINag Wareecence, dnik, d.wL art, g%aee and d0. and by rowapIII, b plaza Oa t point surfaces Man glkallnity or bturo .nt.t tcmde m.nu(aduros recanm.a°tka. 2. Sad-Bggd ked /o '*.Pb prime ed n, .d4 fee% darlees .end badukt CF ler., eaa4 cabinstt, ate„ um a P.Nine, .k prima Inledar°Pandhe sh 1. nwhibd. rag n°lepy Man mtm.nry, praetor RM wet wall ConsWction moon n brk W. 4. Fermue metal: Clean fmne surfaces which - not ga-load or a Nen-firm,. , MCI. Cl- 9aiwnixed rfacm We of of and Mace tcmhnt. with nn-pebdmm boned edwnL 0. RRbIgIL°°-end surf... to coal. etch. DO NOT plane uNem ab -lee noted an plan' 7. Rm( Eigffilegs:. Painting Sub-ConwMw Odl protide point to lch rooMpp Iva (a palnthy of nshinps and v.ta. PuInmg of such no. inp. and van. Mal be by Rcaanq SuIC...I- Eximt�an$ via wile ben /dig»hon A 'Plaator/isnlal Erecting Splane/I.ath Manual.' S. CNlfomia Wthhq and Plastering Contract- As ... fallen rxvnmmntl.. 1. 8patar Portland Cement Roger, AMU CI50. Tmn 1. 11. al. 2 Lh01t ASiM C-205. I lggmpe!,,. Clean end graded hon °°gree to M0. ASTM CI44- 4. n8eo'er_ Pa.. a LaMG W4a fabric over 15 be. pepor or paper btlted woven sea ratio, E I 9 0 DIN.1. 9 (e.Ue..d) Finishes 1. WeldhLG Do not apply plaster whin temperature ie below 40 degas . F. 2 E.+,mer,�n Mhfn UM maid mgmiden )dots os, nqubtl to control 1 = Use comm reinforcing at all a-- -fly type wicm Archlteol ~ Pnnunrtol•fort�inPiyo, layYs. rot with. e%Jiocienlhe material scratch Coot to erre fm 10 hour Ing. afppilyl.g brown wtL d 5. Breen Caa Apply brown coal to oral! q cugrounds, Wlpht. Is a We wrtace, and Irow twph to sown dTMt. bead fa MIN. Nlow shish 40 horn fr aMnq prise to MW 6. Variation- Sven tact to have no greater waaU. than 1/2' h S'-0'. 7. Finish Cool, Appl MIM coal of i/5" minium Uidl- 5. v.ente• Vn only expanded .alai w rkoed metal lath al hwhmta 0. su(',pptID, at Us snot /msrlhan athrle (J) co Is when applied awe meta lath and not Ion than ''22 seats .hon applied a- 0. =dl:; .... end Inch per mmu(oatane s nownue.d.U. ' 2 layan of Brad, D poll mhlmum owe woad based ahsathhp it. WarnLSrmnd: Protide whileu.s golwntrntl lues. basad sane" yy Section 25121.2 of the WC by Pinter Sub-Conirocler. 12 E10YOL Dills .Waco to how a smooth float finish and Moll be Cd -mated. Rr�leln� a 1. AIi wrk Moll .-Ply.ith Chapter 2512 or the GB.G U.leriel. - 1 Cmt Exlnrier Pleat" i• E.nemd am®W- Inmaelim: Mien cow coat at com,ad .,to - Material, - 710 inch glue e, I. W1n-memL i-1/2 IoM mesh, 17 gaup% gmarld reaping r pnfemtl popWock .lu000 ndUnq and Ieslrbask sWeco nstlhq (IGC -F3 Rsport /E9i-25gS) and Aqu6a �9Lal manufactured by Tree I land Sled Ina (ICC -ES Repot ev.-2287). 2 Bu1Y. I,n. 70.70., I nP nn� in Type 1S tat ler approwd. Under exleriw trim and eIding apply 00 tie to farm watertight bene. Overton h a ado. 2 inch Inlmum membrane. d td pints a d 9 loan minimum t -.tical pfnia S Fldnlrinpeel wail nmelmllmn inrtell Sisdkaft paper os, naehin0 I thetboaId fomi. sip .Indo. under horfemtal haari Sle.lkaft d can tai windo. end door 0n owe Slvalkmft at elde, and bottom. Nat., P"Nde head of Butyl as font Inti.,. of one ! aide. and bottom, also mtrir lose of tip M, before Inemting metal�lrmm. ROOMING A. Fumleh .reel ineldl an mnimt Aominp materki camplels as e"eaulad 4 and Cenimnler shell Nl has Fleahpwhebc -if with Foaming mtl CmcroW Cant of e. t " n Xtelom"Ity of dhniws and subnor surfae le.luro, m.lerld0. and "an. 2 nmeafmho ha. dl ark h .hist acardmw Il aonufoetwrl "slim hsWeUmw and only by emWctpn pprwd by la mmubaurm. A. sebflaaro ,hog be dean, has of dust and perfectly dry, lawl, .ad4 Serf... Man be pried ere recommended by the .mutual. m. G Not"ere mall be applied In sconce. with the ufactume. resume. 1 Mgtul.I.L Ins A. `Anti Meelhe. as edeeted bye by the manufacturer of the X. Adhml M ad-, naor h¢g. G pmNd0._ggtlth ;a al lie Meats .Ithh mower and al Oar to.rds Aow droh LAMINATE PI ASTIQ FINIISiM 1. Iande le pgdL- Formica Wilson awl ar Newnan 1/10th Inch qq �� I'�pyuurp... gg de 10. 2 wi. the M. taminats yI.U. shell be Inst.nad h stria! . dance ith Ua moe.f.ctu . In.b,"Ic." Splashes shall be fully farmed (U.N.0.) range at. and counters Mall be sof-edged (U.N.4) SANiHETiC COUNTER TOPS 1. More Indlealed an Were, al -I ma enol be cultured rembl. or Colon .1th uplash. Colla Moil be ad,, ad by omen NI Pullman tope shall be Wlmad Pr m.ufmh mle rocamm.daUono, OM.I. 10 Specialties 10� tr� VENTS jen�Pnrfermenre ltgalbek. For parfamanae-ntad louwn, provide IW whom h ratings have bar tleI lead h wmPllow with AMCA Standard 500. 2 c14A21A c_lnndnrd: CamdY rilh 'Atchilacturd Shad Molal Yonual' pomennanndatlone far fdulwli. e.eWclb4 and InuWpatlm 11..wmmd beat ,teat ASTM A -653/A-85311-00, 090, Man p17pm red ! le" thea 15 -1, 2 Cdd-round nh«d n}M: ASTM A-1004 pose I, matte flel h. 3. LOg1pLe.mmG on Inside face of whole, I— prm[do Ile square mach gdvmbad algid who mesh. EsenNlnm t. Flea mosagn m wafy abn, IamUon, and placement of Iwwr 2 PIW Fehr to fabrkoUan, where pmsibla m.embl , Ile h mop b grated "t"t pcndula 1 Me1pL..mUaft o ply with NAAYM Meld Finished Mmud' to PUlttide uniformly finished products. e, alignment Ili in mphapw fork uniunits dumb. l� ce pr% ufadure . k"Wel ma s In acs 1 U. -(anoue m tel gd.ch.d o ncha. a ineart. for tear Installation ontl else.- lse. re whore required for G. W�si. resat_.. BheG,Prole tem Prnida wed q lob Bashhq d 77paht mon to Intlk.Isd one a required to woke .I.J.". wtor Ug' 7. Atua n1pe0.: Enaoaad ev. epa.n d "doled roof ren Mal naw a in. !or a eh eparote epaas by mashga peninpe pp '..ted against Ue tmnce of In. Th. ,t he. v.Ulathp mea mail be not len than 1/130 0/ le dna at le Woee umt0ated, except that Ue area ay be i/J00 pravWad t ivoet SO percent ! the qulred wntpoted le provided by ventilator located In est °nnawp.rum a/ Uel ace lU lug hod a lea line q sed tliatim praNded by sow ar ..mice riots. a 0. Vmllolt.: pprovide al e.wded under nor win an rill vmli.U. "him protides not Ian then t •Uan foal of vent dna far each 130 goon (rel under floor Such op"Inge "s,9 he �pp%.I�aW, fla. y delrbuled amp Ua Imgth of at lead two lk I. Ali. mach Yinwv mail be est In 'd maid at top of .plash with a minimum of two dips at two. DlNdane it. 12 11 14 Not Applicable to this Project DMsi. 16 Mechanical and Plumbing HEAVII, i 5�uppiy dl Inver, Wnspaaalbn, me al0. etc for hdallatim of o toplate hnihp ontl as, can " "system to Werota acaad nq the be.ofof the 6atl0 ledudhl9. but not B.14ul to emmIcai Ito ducts, 9btms, calwdke, 9rnlae beal0. 1 �ip•., amompvn, so U.1 ae: fors, w Iflfd.4 refrigerant Imes, rt.�gmuirem Lt.ei.1 dNan IncludInCl Quit, metlId ePubilaa mthaccelitivs hmNYA intlis]OtlYltrrdli aWMnmt daanPlete and ail ad ruble. VadN oq matmer�kI and Install nqulraman . mtl It Italian. at M and sound avaenbiba kefananrn: t. Ne elm ehi. to the rbucturoi frena dbphropne, eonna dws? r Meer p n Mall of mode 1-e would eclmpriorM. the dPpgL WoWrd InIspiIY al ouch drn.Is sith.l prise Hit. opprovd ham the SWwina,� Engine.. 2 Frei-OgDllaa_ tom ! loaoled In garyyee Bad sub t to echm co. clam... hon the d whI. pal .l be �rotecIla a Indl.led h drawing. and av mqubed y GY,G 1 PmMae high Bad- I= combustion as, In mcmdare. with Mae ufoelu rayuiromml4 4. -uueG a ire heteshe hSy.as "M ono and grape mail ba WmInp into Usedd p 2013 �;p,�,eeded at la etlgo. rlU no 1 A{Iglh^.* Man be as arnNb for l,epecll- mvk4 repair and nplacrn.I withaut nmaan9 paman.t .nvbu.U., S. Fnuinmm! nyaelnd 1t�e me �,C„ shag haw dsarkd sllhh faa4llkrl 6"ce and mckdilame�a rpoes.aplad. locoed ,l Constructed, installed and hwlotetl ppr GM.G 2 C®,a- Predde approwd automatic IYv drnpvn o/ minimum 26 g.qq. carrel. nalotmt maid motedal •Il enbd edges al . work p"elrlhp M clad wdl0. poem r cenhga os, roW Intl tl dl.wetl by th• GY.G An 1m aywlama esh.u'IInq aY from la beAang wlope W the auIsids shell be provided with the baekdraft Compere. CCp UIGMUOIW..W..� t yylellyee nnA ��Jelnny f. calcaglrn L d Inns and abpr l. Submit bun. drp _the adwlort .d rowings far apprman. with one Elf ed d U• Arenited far raNaw Ir conformance Il l• Nwd wed n states mangy nqubammte for ef� Eq tamest t worka'IR' rilcome. M. deo comply with State "orgy requlnmmle. PI IIMRINB` c-enn• 1. ,t. far in.tdi-tt' of suale plumbing a tam to pada a reap to U. boat lice of Ua ire mtl indan but not I.Itad t., fl.hums, great tPktg, op lap tars, dr'l tl in k geoA and swot p�inq, hal cwteen. h..I- Pipe In talion, meters, wiw4 wuli0. ala NI motmloi4 wars, .14, epmplY wIU . oNkmnwe . of . '*Illy em1BWted Wdk autroatlm hating prba.m Indudhq dl Canty and SWI% artnnaneea FumIM d Install plumbfia ark VowploIs d perod0. hdudfip nqulremmt.nandblMitoiMne of M and sound aamenstories nbil.s. lonoUon 1CLCpd.c, Cwnpl ith Ue ftllowhp A. 2013 r1-. Plembinq Cods, 4 201J Cdl(ank Mesh"ice Coda 0. 2013 Calfonb Untrkd Cada E 2013 TIUe 24 F. Land eotln and weleancee. hnlnnelim i. Rgvhine-In -..It jy.Wa a tooled d Inspected a. -d far coda heron dosing -b Ith Um work re 2 0o inn rgcUh atom dmhe and Ilithm mail be kept mveed d.Irg 3. PreNde redid hackhe (er mm ,g flsla- Ali n.W- to be eat W& 4, PmNtln dnenwt. at antl. o! an Mas and wham rq Md by "dao 1 Cam- l_t,l a Mdl be Npy lad to 011hgt NI ppm pile lima to (armor piping "all be made with tli'aj muplhq 11111 if. flmgea 4 Hlppk_lm0-ppd_gelwnired street abn j2k9& Man be made ell 2 �PPrawd P�-oii wdumn atpeam Beaus 4 P,IgYldp-wondenoote�ihn at ch F.A.U. iwoll". Protide plenary d reeontl ry dmmla Ilea to an approwd drolnage meplade t attic F.A.U. localbna e. PrnNdn eetd .elm Zinn elth shut off wlw to refrigeratorrpm. In --..ad box r in cabinet immediately adjacent W n erolw 10. EIIkedtt to food .!vide ah. where, practical locate all roe! sunt. W rear side of ridges. Si. Pmviae well healer seismic r,,t,Tct, n ..vend by bad and. 12 .h m alone must amform W nmelianmts of C.P.C. 417 (1024 q. h) A. thane wPPbr 'fo'r" le tube It„ta LdExnptim: TygpelM }eoppma tubing envy ba used ren wtar piping when p Ping Ie above 9 00 Pound0. ld the rZ. 4;mabam does nal .-del 210 dams Fa 4 Wal" heat" Mth nm-wpW wlr connection. mall be 2 r aUaPPed (ar lolanl support eInr A. NI pipe used fa the Inslcllom a} an qac piping Mdl be landed Wight llbt kwI ar elect (blade), ymor bre" at q mol mote lm vewntY'Bw (75) Percent aappr), ar 4 "Men, en, h�cml�ixlkn�llllmihe w P�k9 dl.11 be d mare. (cis) awr�.�i cap, �orlIrlarmY 199 Ince, aquhaimBy treated copper mom pip. elver S WOAle_kIW06. A. W OWnpiph�� ehkh p"arts .elle di near oro rodeuw lariats applied mail be mYoot u n. U. Ovtaynwavb and swrfl Btlh shop be used In n. d pmai� s r, m• Na tate. 4, eros. e oo Fellaw di ncamm.datiam In the Md .Us report far all materials placed whin or In ptmenily of "' n 1 wnfm h tea. 4 feet higqh with n n tlggld ter eacuon. Mdnee • red to mist erUlqu ke� Par G11.G nnutemenla 0. Ne nlnine m. be hNolled h le p d, dr my .ndhq or street- NI m�teed gar piping MtlQ be kapl at Isn't 8 inchas oboes pada Wclu_ The tern 'buAdinq or structure Mdl Include eWclum such a prim" and steps, whether d o d bnenwoya f parte-..Mere% si-21 ptraulutq�e�d �DPu novwedawake. seamed dawreye, and 7. NI he. bin to hon mr-romm,obla mU-dphm dsNca 1 r lculmlm, ma am.ln, . eContractor W supply and submit W the bugeing department loada.lation, and dra.inge err pprovd prior !a mm"sing wok Submit a (i) v 1 W the Architect far raNaw far canfrmance with the Nwd design concept pair to eonm.dnp seek 1. 7mtITOt Pariam h)droetulk IasWq o! completed -dult Mn In cased with load =11. hoNn Mine rbdklkru 2 Partorm operalimel toting wive by opening and. tired ter pteamw to o sun prep. cpa�Uoa hen Cmdud buekmiinq peraUone f .tanlmnchor f.o Yep toying, pinlh0 red bedanq of piles d aRrInepacUan dna tvdhp ars wmpieted.4. nllm Alr V.fm Cam.alim air le and du.lr mon beea Ml minknum b,Wated eonbusUm alt apmYpe qua wet forth h CIWIr 7 0/ CLLG1 thea md,eunt rgeleme amaueWg aY tram the bultlhp toIske M. ba proNtletl ail .cluWR danpan ar .famous1 . mail b• wneWatghdaAed and Inwlatsd awarding toer 9 of C.M.G (TIUs 24, Pat 4).7. ek Thnanoslnb ThonnnlaUeagy ronbogad haling r eodMg 0. Wein Hmtlnp egofem In I.Vw: A. Tank Wrve Inn Staaps 'T* at. haat.. and etama. and badwp imke far ear watt heating ,Yet-. map be ternagy til heaallm h.vhq an Installed thmnal 1 Ukil04h anaondi mad Won lepdinq W and hon rem haat-. or be far t a " an N11 lmmd Is the w of . h nt p. or at Ua Una fad d ppile deer! n the war neat.. a whotewr Marty I.gih b the anmndtlmw msec. ol"an 15 (cmllnuod Mechanics and Plumbin 9. Icemgken ProAde rewwwod pl"Uo be. In wail far water stub -cut at nmg=W space W lawmaker. Locals, o' show flow Ilea 14 A(Jaa_.P.met, Pm ide direct plumbing ceivrectJon at Wb/,harm drain eo Ud no scam pend 4 roqulnd. 11. Em,bmen! I,w+mm No achaniwl equipment shall be Installed 12 C.00h or within old, yards less than r-0' .Ida. immneen Range hood, l tdst du. and bh•t dawn shell b• as P Ch Bnu of the CMG ao 11 Ike-NUMILIewl5 f kllchm .houathood fan' shell oat ...ad 0.0 a.- Both- ashwet drag .mile ! -.d 0.5 ,mea 14. tleonml,r. M Wprowd, two-way t Iron damout. mall be porta tl of the front a} each new shah (rely mkfene prim to Mal h U.. Do t f-te son IF dement wad.eale ftnn Rhin hoot pre! m .try walk Locah b " hm,piw.s lamtkn 15. M welar h"tern shell be rioted for eomewt1 n .1, and shall be y�pod rill a pressure and lernp- "relief lw piped to alUin 0' of grade .telae mtl Mdl bs anchored w str ppad to dot hadcan dbpl.garmt due to earthquake, motka Stopping shall be at PPaInW within U• upper .s -UW (1/Jj and lar m lad (1/3) of to urnlaa den.slon1 At the lawn palm, d frenum alstvnw of (sur (4) Inch.. %bow the .nude with the 11 HtnPPin4 pm Cafl 1. Plumbing Coda section 510.1 VAC_ 5wlnm. 9m-Canbaclr W follow pion. far ern and 17. hM� Ma0- 40u PkCq PPe fa Wn spall PmNd. me 3/4 driw.ay (Veafy oil Lanclscaps Cmbnetr). Pipe Map W Installed by Con is Sub-Cmbnctar. 10. HoLye0be Whanwr p..= f riots Meal be ganged and 14 tDoled to the bock of ths eWctun. lesknem Be, for mower head. b 2.5 ppm. For lowtory and etrk !wale the madmum now b 22 gpm. Ilmdmum flush wlume far .all dant. le 1.o pelma The now eta moat be marked on the l 20. 'Ae-Nunle-, Plumbing Sub-Canb.etm la provide m 'Ae-Bopp drawing of the ee " Ma d dean.! 1."Bone ler appnwl byy the Buelnp Inspeatm at the the of " P..Use (beton eokerhg) f the underground piumbhg. The 'Ae-Bull' d..' must Ma. the building (.!pant d the Isco of the one and the a coal..vet be fully dhm.fored. 21. Sh...r�lrileedet be aMlflad by California, Energy CanrnInt. sad be markedwina flo• is of 2A "m mad ?Z d tub vpaut diwrtvrs mast be arllfl d by Cali omL�l�L lana orb 10. and be marked rlth a no. rto of 22 ppm mm. OlNakn 18 Electrical 7 thele an a�we p"many dfapammaUF lingIecolian of location. of list. oto be powmadaby structural w dNma raltl nsWclima Wlrhg !or qulpm.t rmulring mami.me and to 81 in^ 1".S uPPY dl lb -. .t=%- malerlds, la. Ir h.mn.um of camplels dacWcd oyvterm W .pert. ocmdhp to Ue beat prodke, o! the Irede mtl Including. but not Orelle0 lm L1a,aWWMw, gmuli nal flAfltsmporay Powre4 pneumU.l0'n bake%m du�IL. r re lelamnedmW awakdieanpntletand dsaapiat fee yI..I.aad and hatdiatian regaron.l. and If. it.. at fin and sand omanblba 1U.AAL work Mall be In WII accordance with all codes. ruin and rogdolfonet off gawrnfng Agmcbe tl es Pon'" calm �yi Ml all qu ram. e a g power an pt, ver Slmdnrdn I. EI"tdeei %fg Underground the servings Meaty eli proddo and I, ,f al primary and dory". "w vys d ducbe Including bultling main adbconnhomer aata. Rmaway0. eland ere dedgnaled bylare, to line side fthe eaMe unlit% mail be proNded by the decbicai (radar from ,,an bonding main dieconned to th, avterfr banding the far ihu.m by the eerNahg al to In calm. with the best 2 WadL ®d_ lantlnmen Mdl b Materials dials a( the !rods and con(ern 1p ptl toed. govrrlhq agmeia0. 1 end art- .1 t MMI be oil approved. 4. .all. rep nroverti. el nal: Fdlaw all -...do loss In the Ma nage roport far . mol.ids with r In prorlmity, of soil as S. 9,, d u emflknf art,, between thisspmMmUm, the dro.hgpr noir electrical specification Uwe ® a part of lin� demment.. the mora ftg.t Man Ptm.L insleu ilea• 1. praNdd ow, win r. dw. ash (a dleheaMwr, q.r6aga dlepoed, tea hamar, l 1. F.A.U..d mlemaw own. 2 swill deed .Min Mtll ba 1/2 hat. 1 wn n.kmnnt Installed oultlaere and axp000d W rioter mail be we f. a pmYaLnap(ftllpiL fM dt glmuit 1piemfgtem, GFA, at alt bathe, q gas .ldaarand at am autisb, 1 PmNdn tpy.,11... Ailb_WL far house number If load was require eemhb-fl%aUaa 1 Kilmer tl 6 t Ilmlina Map be In occWmn with SWI, 7. Eergy m tlptry qubam"la ggb- ��d�am GLNmp-sypli0m Mop be pormmwelly tagged h =with GS.H.A. 0. Ali aloe M.11 be Installed -..led .here Physically pomB.in' Md I�nuW�ilad .-11.1 tlt o loris atinriightemof. Nth the building ragaM.T. 9. Ibe_ elntn ugetrteni lye(®, map be grountlad In norm 14 PIU th p Uy otlo�letl ,dill. of the GEC, Art. dO.rC. nnnfmilmn Lp,fko- Ma mp�)plp, Mdt be hataro" to qua .Ong nqubed by lord m(rdnq ager must Flare sal foeWrod by N14- Elecbla f approwd quoL NI elecblca ,yet- conductor mall be In 12tl In onnrovvd ro ye. Non-me1a1114 mouthed cable Rame:C b t WProwd fer � bash. of fie -rated oeeanbiloa 11. hV audInpp oee�Uetlomu Cell m *dt* inured and memponiwl supe moo! 72 %Iantlard can tel./ ail ths bs.! prodion of th. teed. n eendNf only hd.iloUme shell how a pup suis a reqs. 11 Ne ellenitane to the structure Noma raphropm% emmotion. r mer ponds Mdl be made .him wwid canpromle the deigned structural 1. %ooaty of sum siern.t. without pair .alter approwd hrn the *true engine.. 14. E1nyc�I p®lil, Inducting .hank" •qulp..t dlwmwcab, Wiro 30 vk0. J6' deep and 73' high der worWn9 Wow In front. AY cmdUmIng equipment Mall not be located In required 11 tR111,41 l of betlroam �groaa GEC Seaflm 776-2li: WC 1021 +Leri. ad at be cmnaded to a kitchen counter tap GFtl oral. ted ree.plodw CEC seclicn 210-52(8112, t0. mu.t ba ern"tad to 020 an an breach Iwai! hiP' mdWC Section 210-52(0). p 17. An kllm a relee X, mutt by P%Mi a by ground fall (mutt inierwpt.r. (.gins). cEc sedum 216.5(A)(gk 14 ypR�ppO-IO�ta sit UaW par W In.W.Um f gypsum •ollOpartl. Locate erg mrlldn" and fl.lum from Bnbhed Boar per 11..Ahmk- Win Na 0 AWG and scraper sh.0 not be .tad In electrical Win. 2 Sa11tLeC. SB.t typo 1 Inl"ler mite}. Dupla type, 15A, 125 volt. a Evtertr enlist. Singh wevthatprwt typ0. C.P•I. 1 West. ane nellbexnm Col. ar ehea I. 4 Panel Oona Circuit breaker typm. o mesad Bush mounted, ?117 Nhned d prime etad ail atProtide typeedit. card dent,7. t. eebi., t proobels. .1 adopted edi0m d the GEG B. Flute c t tarda and brain Fpi p In JSOUL g. mewweed tear Imu_atl Irma Dljy.r In le proaYnity of aW% Ohp r floc. Ineoalim mail be I.G t%tn DIN.i. to ( thaed) Electrical 10. dR_mgt"Id, shell be new and of the •oma rnmultntumor far .am glass or group ofpulpmmt Uolerlale shop W "tvd and Weaved by Unaerealer's Lnbmatcries and shell been the I ,an label when cubAct to m Wprawl. Yol"ds mail m t viyyIn the approwd o/ aLkO�tNeIwl of Industrial Sateriay d dl be s on 11red In aword.w "lin eoppUeabb •landM.bwed. �laWUhed by A.N.SI., 111, N.EM.A., N.B.F.U. tested par mmuf her e. .doll.. 11. Cwd,anm Mag be a da grotl% 000 vet clava capper, marked 24 Inch ding It. Imgth showing manufacturer. nome, ma,imum MUlro tand ehenmpaiacbaegesye'THN'- wbwUrnCm bt 12 B-alurehbem fneir-conde,tmm otL atlpLII� (r sub.uhitlan, v�4rpalh9 qutilor. to ipmsnt shell betl In,Ioppee•V nj al maluseleem terminaume M 11 be made using a 'Hyym:: led alhr mufacture'e nrnnmmdaBma Prodder andds -pound an all duminum trmelatlana No demhan mediate .male in. µ ABO. 13. No,, n.N,a She per revinse. a minimum SOA, t hm diameter. 3 t. 0:111"r Pmtnetlnn: NI WIPment Installed .teen and aspowal ('dunlerthteen llnv toda Imp 1dlchen and bathnm.. Moll be a. 2 Installed %bow work top union . _fn noted on plana 1 9pcpptaclea shell " "sled Vwlly t 12'+ .bow flow. Eleehlea Itches and base Moll be at as per National El" Cada 4. Well ashh. to be 35' above now to nRw emledle. 1 Hme_l_cjgAgeO_ded f]sUUvy, Provide mold "thea bow IU nAib 2: backing when hanging 0shse. and s m Ughlhg tua PIR, in supply bo (g) .ddltlmcl fast of main and 0. ® A din., Cera In Mich.. be. m0. 0gamgs. and at tear mag be aom"BothluInt-eGtl last bullet end b.11edd In- d akal see 7. Umuadlp7 Provide tri (2) spas" of dmhicd groundhp A. tlmn os,! hon bk. B. Lha i'miled µ bar 20'-O' Imp In feeling at electric atm location fr MFER Cmnd'. S. PSaI_lyklnL(aaNdn a kmpnL(4.ae�m�n�loon at al both.and laundry %rave rhMh an not copobi. f being shausted by n.Wrol ono Fan. sh. be capobiv of produ h0 onesuch dplate .Y change wry 1-1. (12) R. FI erelsm Intl, re•e, bProtide direct m.y tion W"ull fluon.emt f e unes. 10. pmNde him:. h a emWl "w". m as Indicaledted on the plana Protide push bultm located at the heal dor. it, e 1 "i'_ al "' the elpit.Unt (4" am. hiph)�Valfy meat lomlum lle i" ail prpat Su""nl dent 12 Pkt: Cmmdl In .'l ca: ed Pvcl Sub-C"Wclor 1, supply o ,parte 1' dlmneler capped PVC dolt far ligalbn contrail" CAN, and id pphone mdarground feed Conduit -all be lnstoned by Cmaeelm Serb -C - tma r. 13. RnakM oke deleclon Map Iw that. primary Pawr from the b"Ism *_lilt. Sum wkhp Mop ba pmqqunummt ' rlU.l o pap roIeetlamppliinSmola datahtmatheoaplhbe equlppaadd filh a 6s,eters aetivata", miss xtlwt:d. "aq be wYed tat wnm m (( Gabe and Design I. S lien lel. "umm rola: Aa selected by Owner. 2 Flstjfl Ae selected by Owner. ih 9Tloka dolma le ono damn mistmt mail be hard -weed with battery bark -up power and pow ballry elgna and Ineldled av mquked Ostectora ban be PI ..d uh eaA sus. adpe.l ms d doping m - per facturse, c dations. Ostest- sha tie piacad h dove prexlmkty to tairsay rrh. bedrooms located upp. floc. M delooton x ip by Interconnected to sound a elmullmeaue mann audible in dl W,wing atone of the dewing unit 1. Verify op req hm.t. with 9-1eg ulilty Camp"% ..tdccl d.e mtl celttdallonm 1. Shell be draw antl wbmlttsd by the Elm Weal Sub-Cmtrdr W Archthe . IItQ Submit with the (1Mwa1 at lde.gn with Urn br Scabies! Sub-Ca.tw mag coldhot. his dm.kng. W.I. 17 Equipment Requirements Mmdotary nqubsmmb for the man0mle , ".W.U., mtl of a Califa( eywlem0. eWipmml, and building wmpm"t. - Stele of lfomla 1. My molimen (r which thea I. a Cdlfomb standard established In the aFpll.h. ef0cimey regulation. may be Installed only 11 the Mmufoctam, he ceai0ea to the Canmlaalm that ths Wpllmw pile WII Ua applicable dondard fr that mpllonrA. 2 CgOtml➢-(pLDept-g1®g6 with pplem.tary electric "Ivlmm heater mon comply with ths n iueeremIs of SacUon 11Y(b). 1 Aly neMee w1m hmiine ey.trn equipment y bs inetdied ly 11 the Umuradurr hoe or that U. wt r Wpm"t cwaPlie wRh IhewrequYanmt. of Beeti. t13. 4. M od m e heeNna m tem n tweent may be instated miy It the Manufacturer he lUflad that the ewtmt r 1mmnvt?y npoieleywwl{U�S,eeor Nm qu(vment listed base ay be In.tdled only If it dace at haw my continuously burning plot Ilat Fm til. wentrd Nmacea b N.emdd caaunb aPPnanea U. Hweshold ...kip .vReac. without an elm Weal bu U. Rano bW/hrcU. and In whkh each plat wnsume (()) Pod h"t"(d) Sp. heaters. 0. My menu(odumd dome or windows r manufactured (.nbalim U wasUr-.Wppsd otheMes ...led to limit Infiltration d mmbaUM. Oro, pc.Ingo the as panmt f the buidhp �un.ondlUmdad tpoeea tholneraate a anted allcm Vv di bow, .hap be wuiksd, gaskeled r athenba envied to Waif hRlrotbn d.,mwu" 1 M inwloli. of the typeontl form listed In Section 118 may ba Ineldled Iy It the Monef sturar hoe Instilled that the Inwlam piles with the California" fa quality etlwde for Insulating Intom ob lel. 0. Aa_ automatic _ lee._ exllm_. "ntal... deNw. ocaovnl-smsha b OINsi. to Mandatory Measures (MF -1R) Lowrlse nsid.tid buildings blest to the standards must certain these measures rgadi"v I a compliance approach used Verne ."ked with sl"sk (') may be superseded by more stringent Ubpriarees t u enter listed m the Certificate of Compliance. When we wrporuled into the pamdl document. the features noted m. ba bend by al pollee w binding mhhum .haNrent z m showerformancen ld,lem l�aneIn the document. mandatoror on this mmhiat ml% ihmding,pg lane Moeam,w IB a Mhenum R-19 Calling r ing Insula •1 b Loon ml Insulation manufacturers loaded R-volua •15 a. MInhum R-13 sell Insulation In framed wale (don not apply to "dwar man wail.). •150(dk Mhlmum R-13 mead now Insulation In honed Aso: Minimum R -o In ..trete meed Boar. 118: hsulaUm apea5ed or Inaleled .at. WC quality tmdarde. Indkole t s d /ono. 110-17: Feentrolim product% arterlr door and inn aton/exon W lion centras Oars d window between ailkned and alfonad space dnipned to Ilmit s,4 Inn" b. Man fuel. Im.lraUon pro due. haw label won a ExtMr daonus, d d In wlian ther- tAppad. .9pin. pinta ontl pattotlon walked and sealed 150(ok h.W.Uon of orapima% disease!" goo Wplionw, and a., 1�sM-17 and factory -built Wepi.wv haw: a tlo,eabIn metal or elan door ..wain. theIYe W.Ieq of the or. 6s,. whits can be lased win. the fin Is "'Iny. b. A buaum air Intake to draw ah from the wIslas of the bjdlnqq directly into the flraba% hich b at Inst suis (0) q. IoM.. In arra and b ipmp1 9 Lepradlor comb nth pair blem. dr a Flu. damp" with reatlny teceeaibie control. 2 No eonlhuaue .ming 9ps plot. allowed 150 q). Vapor barriers, mandatory In denote em. 14 and 16 .I% i5 QI Speed hmtrolim banter Installed to amply with Section 151 ..is WC gmIny standards. 150(1): SIM edge halation - wt...emptlw rte no greater in. 20 pemsh h. ,. Well H­1In, and Plumbing B,wtrm M%,M 110-t3: WAS me cnwnt , war" heaon4 ch -cm -as and finente srtified by the CEG 1With Pipe and tank heul.U. 1. Indbaat hot water teaks (ail., un0red drape tooleor boekup color hot wat" teaks) hew Inwiallan blanket (R-12 9mlr) w combined Intsrlor/arterior hsulotlm (R-18 or Brenta.). 2 Mt 5 feel of pipes eases! Wsabor he (Wq nm-mkwidbn eysI- Insulated (R-4 or greater 3. N1 bud•" r %,posed pyinq In"label h rs-dmdaUon time of hot water grtem. 4. CotlIng system Pp hg below 55 degree Insulated. 0. hoping In!lank belwe. heating wear. and hdimt 150(.): Duct. and fens L wlaue aoeWeeailM:eectoamIn.reV .iwitthOtC/auo:ai R-o ar duet. .doted .Uraly within maUmed ep"a 2 E,haust fin eyvlamv haw back draft r automa8o dampp tayywe 1 �Nl.n.. lcaboamUeIsm. serenserving ally ct namia maauaily prated damper% 114: Pod and apo =12g vyvinw and aqufpment i. Sytlam b . wIld with 70{ therms Iflel..y an off owlish .e there apmathg hviructlon0. roe W. .mol trip hooting mtl no plat IIphL 2 By, Installed At least 38 Inchn lm bet.- eat. and hoot.. I- b. Cowrlfar ouure ldoreapodi r outdoor til 3. Patl yetem has d. a I... and.. dr.laU. PQ then mdtdu spa haat" a 115: Gae-14ed a Ind turns pad neat", h.emdd making "'kA how no .nlhu.dy buminq plot Ilght (.repro: nm-alecWaa eaakhg appliance with plot 6150 blu/hr). Ilehlhe meeanrs ll k): 40' am/wdt w mail far g �dgghtinn; In kitche .Wna i, (Inwith iWll waver) aPProwdn n eaging Desian Criteria r arwnaation Wglneewng hoe be. eradicated on data and reamenced.1for. contained In the soq. sport (hen awlobls). Report le considered part of the aaMlallme and con'bucllm doaum.to and 1. to ba a"med W in all of It. dalimv and ruqulrmn.ls. Vaafy minimum foundation dopth, __ nth wild a and add 11 y mew oo1 roquYem.t. oil wild wi' pore al and if nd an my mon blcUw, U" they moil wpmeede Ue Mdm" Arehltealun. Inc minhum0. (Relay to Sbuclural Cdculams for Loading C.dith w) L C G Y= U I1 9 EI b .q r� O S�ErDS ,1R� JF' Akry fsT� �a r a� Na Clakle y Wn12Ji•li '�T „ , Y8 K V• •(025 .,, ...,. .... ... , „ s.. ..._. .. ,. .,..` rain: ``., • •" •• ... T 91� ic9t \/ ,• ,....- .,,,. ,,.,,. :_..,.. 925 _.: ....... ..:_..•;:.• _ , �/ :•_�` /. .1, •JA \ tU46.4tt, i, r..... v_. ...,(SRI�,G,C"tfVEU .:'. ,_.... ..... .. .. .-,. ;i;',..:_. ��.:....:.....:::.:::.:'.......::.:'..:'..:::::.::;::::::�.�:::..,._:....�.�957,',97.:�":.:'•ti'•�',••- : 1955)—^ •-... ,,. ; �.,,: .. ,._ `::.. ........::::.�".: :?i9<tis�T„ �' � /ui l _ D) 10 j .... ............:: Sad)• Yos it'ra'�_c ..,W�-..._.,,^++_•�),._,... 'lye `�._.. e Dwy ,` t It9Xs S9 r2 xt) r vi -eq (969.u9) H 5�+464'5"F / < - \t� \.\;Qp)\ • \ f „ .._ �073.j SMH \ % " f•✓/ W,( ,.� 9e9 tr BRIDGE LEVEL 9DD, SCALE . 1'-20' EARTHWORK QUANTITIES: SCALE: 1 „=20' CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT MAY VARY DUE TO OTHER UNKNOWN FACTORS. SITE CONDITION, SOIL ENGINEE' S RECOMMENDATION) (INCLUDE OVEREXCAVATION:— CUBIC YARDS.) CUT: 1.921 CUBIC YARDS, FILL 1,608 CUBIC YARDS. TOTAL:3 529 CUBIC YARDS, EXPORT: 313 — CUBIC YARDS. ABBREVIATIONS; AC....„....„. Asphalt Concrete C/B ....._..., Catch Basing CBW ..„... Cone, Block W.119 CON.",... Concrete DIA. ­ Driveway Appron DMH .__._, Drairoge Manhald DS-- — Downspout DWV,.......„, Driveway EP...._....._ Edison Poleg EX. ..... _..... Existingg FH ............. Fire Hydmntg FL .......,,,_, Flow Line Elevationg Hv ............. Height of WWl GV „.,.....,.. Gas Valve INV............ Invert Elovationg LS _...._... Landscape Arm P/A ....._.... Planter ArcaO P/L..__.... Property Boundary Lind PVM: ,_,,,,. Pavemant0 S/W ..,,....,. Sidewalkg SMH.. Sewer Manholell TC ........ .. Top of Curb Elevationg TG ............. Top of Grate Elewtiong TW ,,,,,._..... Tap of Wall Elevoti.4 WM.....„,.,,. Water Metrr{l WV.._...._... Water Valve Gutter UT.._...._.. Underground Transformer -To Remain ET _..__.._ Eimtrlca) Room LEGEND: (100,25) .....„... Existing Elevation --101 — —.-*Ex. Ground Contour Une --X—X— ,.._.. Chain Link Fmcdl ...„.. Wrought Iron Fmce Ex. Structure ...._„.. Fire HydrmtIl Street Light ....,„,..,. Arm Light p ......,„ Ex. Tree, Diameter 30” ....__.._. 4' MAX PLANTER WALL ...... Prop. Flow Line for Swale <-- ..._. Prop. Shoot Flow .__Ex. Flow p( ...... Arm Drain I ........... sump Pump and Catch basin _.",rU......._ ___ _._................. ._.. '• -•_" — ty,J\ !769.4?} V, GARAGE (Dc9s0) 5 rti GARAGE LEVEL ' "k SCALE : 1 "-20' ��STR F� BENCH MARK DATUM NAVD 88 B.M. NUMBER C 5075 QUAD (YEAR) OTTERBEIN (2005) ELEVATION 736.983 DESCRIPTION DPW BM TAG IN W CB DIAMOND BAR BLVD 1M (3FT)N/O BCRONW COR FOUNRTAIN SPRINGS RD AVERAGE SLOPE: CALCULATING AVERAGE SLOPE: SLOPE = 0.002296 x I L A 0,002296 x 5 x 9,567.51 2.503 = 43.88% I = CONTOUR INTERVAL IN FEET L = SUMMATION OF LENGTH OF ALL CONTOURS A = AREA IN NET ACRES OF PARCEL BEING CONSIDRED APN:8713-010-030 130314 PL CL PL -_.... '_-'----_'-_-_-'_----_'-----'-_'_-'_-----_-'-_--_'_----'_ ���-r I r,^' A NAVD 8a =° "° n' E ATI N 736.983 DESCRIPTION NOT m5CALF 9co °° ~~ � "�-__-_� __- _______°° 045 °° It S1,10,03 940 _-_Pr � 940.03 = °°--___ ____________- ______________-°35 � °° | --'--^--'-~~—'--- "r, Pit E PtPt 5TPtt�l IRC At All PL CL PL -_.... '_-'----_'-_-_-'_----_'-----'-_'_-'_-----_-'-_--_'_----'_ ���-r I r,^' A 970 NAVD 8a =° "° n' E ATI N 736.983 DESCRIPTION NOT m5CALF 9co °° ~~ � "�-__-_� __- _______°° 045 °° It S1,10,03 940 _-_Pr � 940.03 = °°--___ ____________- ______________-°35 � °° | --'--^--'-~~—'--- '--=����� °° � . � ~ 925 ~= _ -_--__-- -=�------ - ` e45"� _' !L _�_-_-_~_---_'__���� � "= °° ----iL���29 8.3���'----'--'—~ ........ ------'----'---....... .. "= ,,25 'r 929.03^ 5ECT [}N 13 | NOT rosCALE PL It 974,50 970 NAVD 8a =° "° E ATI N 736.983 DESCRIPTION � 9co °° � � "�-__-_� __- _______°° 045 It S1,10,03 940 _-_Pr � 940.03 = °°--___ ____________- ______________-°35 °° | --'--^--'-~~—'--- '--=����� °° � . � ~ 925 NOT TO SCAI F 975 It NAVD 8a S.M. NUMBER G 5075 E ATI N 736.983 DESCRIPTION DPW BM TAG IN W CB DIAMOND BAR BLVD IM (3FT)N/O BCRONW CDR FOUNITTAIN SPRINGS RD 045 It S1,10,03 940 W.43 925 SCALE. 1"=2' 5ECT|(lN ff � CHILDREN [FVffL BENCH MARK DATUM NAVD 8a S.M. NUMBER G 5075 E ATI N 736.983 DESCRIPTION DPW BM TAG IN W CB DIAMOND BAR BLVD IM (3FT)N/O BCRONW CDR FOUNITTAIN SPRINGS RD WALK OUT 13AHMFKT - Arw.a7/3-o/o-0aoU 5 31 Oct 2013 1. 2. 3. 4. 5. 6. 7. 8. 9. U0 Luo Custom Residence 22105 Rim Fire Lane, Diamond Bari'. APN: 8713-010-03 OCT 31201"', Concrete Roof Tile - Boral 'Broum Blend" Saxony® Slate Fascia & Trim - Dunn Edwards "Whisper" DEW345 Main Floor Stucco - Dunn Edwards "Shaggy Barked" DEC771 ' Lower Floor Stucco - Dunn Edwards "Stone Creek" DE6278 Windows - Sierra Pacific "Sandstone" 003 Aluminum Entry Double Doors - Borano - Portonovo Solid Mahogany & Glass Balcony Railing - Dunn Edwards "Whisper" DEW345 Veneer - Boral "Mojave" Cultured Stoned - Pro -Fite Ledgestone Profile Concrete Pavers - Belgard "Avignon"- Catalina— 3 -Piece Modular Pattern N Q) U N CN [n 00 c E E> N c Z ZW O> (D IY (1) W Z W U) ry, Z Q Z � > <= o- 3oQJ v of z =��LuzF-O C.) 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N LO to (D cC) LO © %LO 0) 0 c) N N C� LO6 CD 4 0 C\l -1 0- -j 0 — 0 0 — 0 — 0 N N -i n C\j n N IL cli C\l CL n n n o- CL o- n D D 75 IL D ry IL — 0 C) F- c (D (Y) co 0 C: L) c L) c > M a) '0 CL o) -o V) 0) E C Z 2 ': C: w 0 a) (D a) - (n a) 0 0 0 C, - CL 1.-0 �0- a) . > ,c -0 n a) Q) a) > = >, = .2� ® 0) c .-- -i E C: =3 E E m .- E CL > 15 0 c C: E Fn a) 03 ry U) cn 'm 5 .M- Q) 'm Lg 0- =$ w 0 a) '0 a) a) :g "6 0 0 0) m — o a) 0) o 0 (D 'a -R a) 0 -0 U) E 0 �n (D Q) 0 CD -6 -1 0 0 Er. .r a U) * z ES CL 0 Lo 0= 0) o #g o o in 't 3: r_ = V) !a -r- C, r) �a U) V5 Lo 3: Fn 0 c) �: U) U) co 3: N (D 0 z w 2 :E 0— �� o2 —S 00 0 < LO a) m Z 00 -0 0 < ZI CO -0 m < C,4 �l r- (D t-- z C\j C a) -,t z N a) r-- Z N N a. 0- N cli N — cl — N —, — NOTICE OF PUBLIC MEETING AND AFFIDAVIT OF POSTING STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR 1, Stella Marquez, declare as follows: On November 8, 2016, the Diamond Bar Planning Commission will hold a Regular Meeting at 7:00 p.m. at City, AQMD Auditorium, 21865 Copley Drive, Diamond Bar, California. I am employed by the City of Diamond Bar. On October November 4, 2016, a copy of the Planning Commission Agenda was posted at the following locations: South Coast Quality Management District Auditorium 21865 East Copley Drive Diamond Bar, CA 91765 Diamond. Bar Library 21800 Copley Drive Diamond Bar, CA 91765 Heritage Park 2900 Brea Canyon Road Diamond Bar, CA 91765 I declare under penalty of perjury that the foregoing is true and correct. Executed on November 4, 2016, at Diamond Bar, California. /I Stella Maij�—e�z��� C DAntel I a\affid av i tposti n -. doc VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM: SUBJECT: TO: Planning Commission SPEAKER NAME:_ (Please print clearly) (Please pAt clearly) DATE: 1 \ /G1 �- A (0 N � I h the commission would like to address the Planning Commission on the above state�em. Please av Minutes reflect my name and address as printed above A h" 0, 7 Signa ure Note. This form is intended to assist the C I hairman in ensuring that all persons wishing to address the Commission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes. After completion, please submit your form to . the Planning commission Secretary. Thank you.