Loading...
HomeMy WebLinkAbout01/22/2013 PC AgendaPLANNING COMMISSION AGENDA January 22, 2013 7:00 P.M. City Hall Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765 Chairman Vice Chairman Commissioner Commissioner Commissioner Jimmy Lin Steve Nelson Frank Farago Jack Shah Tony Torng FILE Copy 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 11 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 The City of Diamond Bar uses recycled paper drinking in the Auditorium and encourages you to do the same City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public may address the Commission on the subject of one or more agenda items and/or other items of which are within the subject matter jurisdiction of the Diamond Bar Planning Commission. A request to address the Commission should be submitted in writing at the public hearing, to the Secretary of the Commission. As a general rule, the opportunity for public comments will take place at the discretion of the Chair. However, in order to facilitate the meeting, persons who are interested parties for an item may be requested to give their presentation at the time the item is called on the calendar. The Chair may limit individual public input to five minutes on any item; or the Chair may limit the total amount of time allocated for public testimony based on the number of people requesting to speak and the business of the Commission. Individuals are requested to conduct themselves in a professional and businesslike manner. Comments and questions are welcome so that all points of view are considered prior to the Commission making recommendations to the staff and City Council. In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act on item that is not on 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 Development Department. Agendas are available 72 hours prior to the meeting at City Hall and the public library, and may be accessed by personal computer at the number below. Every meeting of the Planning Commission is recorded on cassette tapes and duplicate tapes are available for a nominal charge. ADA REQUIREMENTS A cordless microphone is available for those persons with mobility impairments who cannot access the public speaking area. The service of the cordless microphone and sign language interpreter services are available by giving notice at least three business days in advance of the meeting. Please telephone (909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m. and 4:30 p.m., Friday. HELPFUL PHONE NUMBERS Copies of Agenda, Rules of the Commission, General Agendas (909) 839-7030 email: info(a-)ci.diamond-bar.ca.us Cassette Tapes of Meetings (909) 839-7030 CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, January 22, 2013 AGENDA CALL TO ORDER: 7:00 p.m. Next Resolution No. 2013-01 PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Chairman Jimmy Lin, Vice Chairman Steve Nelson, Frank Farago, Jack Shah, Tony Torng 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's 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: Chairman 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: December 11, 2012. 5. OLD BUSINESS: None. 6. NEW BUSINESS: None. 7. PUBLIC HEARING(S): 7.1 Development Review No. PL2012-164 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant, Jack Wu, and the property owner, Rurng Larn Duh, are requesting Development Review approval to construct an 11,179 square foot new single-family residence on a 1.58 gross acre (68,825 square foot) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential. JANUARY 22, 2013 PAGE 2 PLANNING COMMISSION AGENDA Project Address: 23411 Ridge Line Road Property Owner: Rurng Larn Duh 23411 Ridge Line Rd. Diamond Bar, CA 91765 Applicant: Jack Wu 10410 Lower Azusa Rd., #203 EI Monte, CA 91731 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) (one single-family residence in a residential zone) of the CEQA Guidelines. No further environmental review is required. Recommendation: Continue Development Review No. PL2012-164, to allow the applicant sufficient time to post the site with a public hearing notice. 7.2 Development Review No. PL2011-287 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant, Robert Hsiao Shih, and the property owners, Robert Shei and Qian Fei, are requesting Development Review approval to construct a 1,029 square -foot first floor addition to an existing 2,041 square -foot, single-family residence on a 7,728 gross square -foot (0.18 acre) lot. The subject property is zoned Low Density Residential (RL) with a consistent underlying General Plan land use designation of Low Density Residential. Project Address: 24412 Gable Court Property Owner: Robert Shei and Qian Fei 24412 Gable Court Diamond Bar, Ca 91765 Applicant: Robert Hsiao Shih 1439 Eastleigh Ave. Hacienda Heights, CA 91745 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) JANUARY 22, 2013 F] a 10. PAGE 3 PLANNING COMMISSION AGENDA (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Recommendation: Approve Development Review No. PL2011-287, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: STAFF COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future proiects: SCHEDULE OF FUTURE EVENTS: WINTER SNOW FEST PARKS AND RECREATION COMMISSION MEETING: CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: PRESIDENT'S DAY (CITY HOLIDAY) 11. ADJOURNMENT: Saturday, January 19, 2013 10:00 a.m. to 4:00 p.m. Pantera Park Thursday, January 24, 2013 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Tuesday, February 5, 2013 - 6:30 p.m. Government Center/SCAQMD Auditorium 21865 Copley Drive Tuesday, February 12, 2013 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Thursday, February 14 - 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Monday, February 18, 2013 In observance of the holiday, City offices will be closed. City offices will re -open on Tuesday, February 19, 2013, at 7:30 a.m. aIl 7) til - -_., ')L: MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION DECEMBER 11, 2012 CALL TO ORDER: Chairman Lin 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: Kristen Genesx, Diamond Bar High School student, led the Pledge of Allegiance. 1. ROLL CALL: Present: Commissioners Frank Farago, Jack Shah, Tony Torng, and Chairman Jimmy Lin. Absent: Vice Chairman Steve Nelson was excused. Also present: Greg Gubman, Community Development Director; Grace Lee, Senior Planner; Natalie Tobon, Planning Technician; and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 4.1 Minutes of the Regular Meeting of November 13, 2012. C/Torng moved, C/Farago seconded, to approve the Minutes of the Regular Meeting of November 13, 2012, as presented. Motion carried by the following Roll Call vote: AYES: NOES: ABSTAIN ABSENT: 5. OLD BUSINEgS COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: None 6. NEW BUSINESS: None Farago, Torng, Chair/Lin None Shah VC/Nelson DECEMBER 11, 2012 7. PUBLIC HEARINGS: PAGE 2 PLANNING COMMISSION 7.1 Development Review No. PL 2012-237 — Under the authority of Diamond Bar Municipal Code Section 22.48, applicant Twen Ma, and property owner Ran Song, requested Development Review approval to construct a 708 square foot first floor addition and a 3,368 square foot second floor addition to an existing 6,682 square foot single family residence on a 48,787 gross square foot (1.12 acre) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 23942 Falcons View Drive Diamond Bar, CA 91765 PROPERTY OWNER: Ran Song 23942 Falcons View Drive Diamond Bar, CA 91765 APPLICANT: Twen Ma 195 Mount Olive Drive Bradbury, CA 91008 PT/Tobon presented staff's report and recommended Planning Commission approval of Development Review No. PL 2012-237, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Chair/Lin asked how staff identifies which areas are additions and which areas currently exist. PT/Tobon explained that toward the right side on Sheets Al and A2 (the floor plan) are shaded walls which indicate the proposed additions for the first and second story. Also, there is a wall legend at the bottom of the sheets. Chair/Lin asked why the original home that was built in 1992 was built under LA County standards when the city incorporated in 1989. PT/Tobon explained that the City's Development Code was not adopted until 1998 and until that time the City continued using LA County standards. Twr Ma, Architect and owner's representative explained that when he took this assignment he observed that the second story appeared to hav(. an unbalanced look. His clients purchased this property and now having three children, they need more bedrooms. As a result Mr. Ma proposed a DECEMBER 11, 2012 PAGE 3 PLANNING COMMISSION more balanced look by adding square footage to the existing plan with 780 square feet being added to the southwest side to accommodate the additional overall coverage to the building. The project will use the same stucco, windows, clay roof tiles and balustrades to ensure the finished product looks like it was part of the original house. Mr. Ma said he and his client reviewed and concurred with the conditions of approval. Chair/Lin asked if the applicant obtained a soils report to make certain there was no differentiation in settlement between the existing structure and the extension. Mr. Ma said that construction engineering designs have been prepared and are awaiting action from the Commission in order to move forward. In observing the site there are no cracks and it appears that the original builder did a good job compacting the soil. The addition was contemplated using an even more conservative approach. The existing footings will be enlarged to ensure compliance with the current City Green Code which will result in a better construction than the original structure. C/Shah asked if the existing walls would take the additional load. Mr. Ma responded that by reinforcing the existing foundation and by adding shear walls it would ensure structural integrity for the additional load. Chair/Lin opened the public hearing. With no one present who wished to speak on this matter, Chair/Lin closed the public hearing. C/Shah moved, C/Torng seconded, to approve Development Review No. PL2012-237, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Shah, Torng, Chair/Lin NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Nelson 7.2 Development Review No. PL 2012-04 — Under the authority of Diamond Bar Municipal Code Section 22.48, applicant William R. Edwards and property owner Harvey Dua requested Development Review approval to c nstruct a single fami' - residence consisting of 14,000 square feet of living space, a 1,836 square foot garage, and 2,172 square feet of loggias, verandas and gazebo, pool, terrace and sports court on a 2.09 gross acre 11, 2012 PAGE 4 PLANNING COMMISSION (91,215 square foot) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential. PRQJECT,ADDRESS: 22840 Ridge Line Road Diamond Bar, CA 91765 PROPERTY OWNER: Harvey Dua 630 Ridgeview Court Diamond Bar, CA 91765 APPLICANT: William R. Edwards 2549 E. Bluff Drive #297 Newport Beach, CA 92660 PT/Tobon presented staff's report and recommended Planning Commission approval of Development Review No. PL2012-004, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Torng asked PT/Tobon to identify the location of the 14 foot retaining wall. C/Torng asked if the house was behind the retaining wall and PT/Tobon responded that from the street, the house will not be visible. C/Torng asked the purpose of the wall and PT/Tobon responded that the wall was built in order to create the pad for the original house. CDD/Gubman said it appears that -looking at the property from the street, it appears that there was a cross slope that required a substantial cut to create Ridge Line Road in that area. There are some characteristics of Ridge Line Road to the south where the grade has a hinge point where it becomes much steeper and there are indications that there had to have been a significant cut to maintain the road grade and in order to splice that cut a substantial retaining wall was built on this property to make a buildable lot. C/Torng ,asked if there was a rendering of the slope of the property because he sees only a flat pad. CDD/Gubman explained the reason was because the property was developed in the 1970s and the existing topography of the site is a fully graded condition which is a large flat pad. For that reason, there is no cut and fill occurring on this site because the property owner has the good fortune of having a large flat buildable area DECEMBER 11, 2012 PAGE 5 PLANNING COMMISSION that does not require the terracing of retaining walls the Commission often sees with undeveloped and never before developed pads in "The Country Estates." C/Shah asked staff to explain where the drainage channel empties and CDD/Gubman postulated that there is a drainage easement with the drainage structure that conveys the water. The project architect will be able to provide a more articulate explanation. C/Shah said he was concerned about the hydrology. C/Farago asked if staff made mention that this would be a "balanced" site and PT/Tobon responded "yes." C/Farago asked where the fill would go and PT/Tobon said it is toward the back and side to increase the pad toward the rear. Chair/Lin asked for an aerial photo of the site and where the access to the water tower is located. CDD/Gubman said that if he recalls correctly there is a shared entry point to the driveway and a gate to the water complex pointing to a locatioh on the photo. Bill Edwards, project architect and applicant, responded to Commissioner's questions that the driveway is not proposed to be a shared access between the private site and the existing water utilities. It is his understanding that the driveway is solely for accessing the water tanks. Mr. Edwards pointed out the access driveway off of Ridge Line Road using the overhead map. Chair/Lin asked Mr. Edwards if he was certain that there is no water district easement on the southeast side of the property where the applicant is building the basketball court area. Mr. Edwards responded that none was discovered in title or by the project surveyor, RDM. In his experience over the past year in studying the design of the property, there has been no discovery of layering or overriding easement onto the private property from the access drive. He said he would assume that what has been accessible for maintenance equipment, emergency vehicles, etc., has contended with the existing circumstances fairly well. C/Shah asked if the applicant had checked with the water district to make certain there is no conflict. Mr. Edwards said that there was no requirement to do o thus far but if the Commission or staff determines that that be appropriate he would appreciate that it be a condition but that tonight's approval not be contingent upon that issue. C/Shah said it was DECEMBER 11, 2012 PAGE 6 PLANNING COMMISSION his recommendation, not a condition and Mr. Edwards said he would be happy to do so. Chair/Lin said that it was for the property owner's'own good that he would not want to find out later that there was an easement on the property. Mr. Edwards said he understood and reiterated that historically, they have found nothing in title, surveying or in the search of county records. Certainly for the benefit of the owner he will do so and thanked the Commission for their recommendation. Mr. Edwards responded that with respect to the grading and drainage plan, the general flow is to the southwestern long property line that basically follows the same course of natural drainage from the pad and on the slope he created a line of drainage (concrete v -ditch) along that line with a high point about mid -depth of property. A portion goes to the north and then spills and picks up on the natural drainage flow of street side via the gutter and then off to the southwest. In meetings with planning and engineering staff, he learned that there is basically a collection swale that flows from other adjacent properties as well as, the subject property, and that the project has directed the drainage from that portion of the site to be picked up where there is rip rap and a bulkhead to basically arrest adverse issues in flow and then spill into a kind of large earthen swale and then it continues its flow to the large storm drain inlet about three or four properties down. C/Shah said he imagined that the project would increase the flow into the storm drain because of the larger pad. It goes down to the southwest portion and then also on the north side toward the street. He asked if the additional flow could be properly handled dumping into that area and has it been discussed with the county or whoever has authority over the storm drain. His concern is that the project is increasing the amount of drainage. Mr. Edwards said he appreciated C/Shah's concern. Once again, the project is currently in the grading and drainage plan check with the City. If there is a correction or recommendation/suggestion that it be coordinated with the County they will do so. Their efforts to coordinate thus far in drainage patterns and direction have been primarily with the City of Diamond Bar, and we hope to their satisfaction. C/Shah said as long as the impacts to the existing system have been checked that is his concern. Mr. Edwards said that as presented by PT/Tobon, the existing pad which is basically 55,000 square feet was a benefit to the project and the project has attempted to maintain as much as possible in softscape landscape areas other than just what is necessary by driveway, existing entry DECEMBER 11, 2012 PAGE 7 PLANNING COMMISSION driveway is being reused, most of the motor court outlined is being reused though landscaping is being added at the center. So where there is an opportunity for softscape, for absorbent and porous landscape facilities, the project has made an attempt to do that. Mr. Edwards said he would further investigate the quantities and any potential increase in accordance with C/Shah's concerns. Mr. Edwards said that with respect to earthwork he agreed with PT/Tobon's description as there is a certain amount of cut to the eastern end of the site as well as the excavation for the partial recession/ digression into the existing pad sport court. Soils from the area of the pad break from the main existing front pad, and the rear portion is to be brought down about three or four feet so what would otherwise be export will be brought over into a couple of portions along the westerly line and especially a slight extension to the pad in the form of lawn and softscape (porous/absorbent material) to successfully create a balance for which the grading contractor will make his best effort. Based on the soils report, the project has attempted to allow for the over excavation that is necessary to create a foundation for the home and a suitable substrate because there is •'**"' -0�tfot-& fill ori this particular site. Historians say -that it could have been some of the excavation activity that ensued for creation of the water utility. It is an interesting pattern on this site. He pointed out the existing drive anti motor court areas using the .overhead map which the project is replicating. There is a proposal-tower-connerct circulation along the line as well as connecting the two which adds advantages for circulation. Los Angeles County Fire reviewed the basic plan, access, length of hose pull, etc., and when one reviews the existing topography survey, there is kind of a rough cut for almost a road. bed that is unpaved that the project tends to begin to duplicate with the lower access to the property which levels out at the northwest. C/Shah asked what kind of footings the applicant will be pouring and Mr. Edwards responded that the solid recommendations are, with the over excavation and impact to a certain depth to create the substrate that will support a conventional foundation system without caissons. Were the home built on conditions that this project faces now, there would be caissons and grade beams involved, but the project attempts to minimize that work by just doing the earthwork and compaction properly. C/Shah said that sE ".lement may be of concern to the owners. Mr. Edwards thanked C/Shah for his comment. DECEMBER 11, 2012 PAGE 8 PLANNING COMMISSION Chair/Lin commented that this project is a pretty project and the design is of the utmost standard. Mr. Edwards acknowledged staff and in particular PT/Tobon for the amount of detail and advantages of having her assigned to this project. Mr. Edwards confirmed C/Shah's comment that staff is the "best of the best" stating that his firm works in many jurisdictions and he appreciates Diamond Bar staff's talent because it makes his work easier. Harvey Dua introduced himself and his wife. He said they love the community. With respect to water, this property was three individual lots. One lot was actually purchased from the water district. Chair/Lin opened the public hearing. With no one present who wished to speak on the item, Chair/Lin closed the public hearing. C/Shah moved, C/Farago seconded, to approve Development Review No. PL2012-04, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Shah, Torng, Chair/Lin NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Nelson 8. PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: C/Shah thanked his colleagues and staff for their cooperation and support and wished everyone a Merry Christmas and Happy New Year. C/Torng wished everyone Happy Holidays. C/Farago wished everyone Happy Holidays. He asked if there was any activity on the Honda Dealership location and CDD/Gubman responded that there is a moratorium in place to lock down the site to ensure that a development such as an office building or some other use that is not taking advantage of the freeway exposure of the site and consequential revenue generating amenities can take place while staff crafts a new set of regulations to ensure that future development of the site benefits the City to the greatest extent possible while obviously providing economic return to the property owner. This matter will come back to the Planning Commission and ultimately to the City Council with a Code MUR DECEMBER 11, 2012 PAGE 9 PLANNING COMMISSION Amendment that establishes a palate of permissible uses that would most likely require a hotel development to be the anchor of any subsequent development on the site since time has moved on and it is no longer a viable dealership site. To ensure recovery of the previously generated tax revenues from the dealership e. would require the City to work in partnership with the developer to brtng in a revenue -generating and lucrative use to the site. Chair/Lin asked if the City of Industry NFL stadium was a dead issue and CDD/Gubman said he would not say it is a dead issue, but believes that "slow and steady wins the race" where hype (referring to AEG's Downtown L. A. Stadium proposal) eventually fizzles out while those working in a low-key fashion (referring to Majestic's Industry Stadium plan) actually succeeds, and that he subscribes to that storyline until he hears otherwise. As everyone knows, Pasadena may serve as a temporary host to an NFL team at the Rose Bowl, and although the Rose Bowl is still ambiguous as to whether they would host a team that would ultimately reside in Industry or in downtown Los Angeles, it is an indication that there is likely to be a football stadium in the future. Unfortunately, the kick-off date for a project seems to be delayed for a year on an annual basis. Staff was expecting to see movement about this time because the championship;.- and playoff contenders have been narrowed down to a few teams and staff would have expected that a team no longer in the running for the finals would then be able to go public with an announcement about a move. However, it appears it will be another year before that happens. Staff is impatient about the matter because through the City's settlement agreement with the developers there is a substantial amount of one-time and ongoing revenue to the City. Staff's optimism is based on the fact that Diamond Bar has some skin in the game and the City could really use the revenue based on the diminished revenue sources coming into the City. C/Farago asked if there was an escalation clause in the settlement agreement and CDD/Gubman said he did not believe so as far as the initial lump -sum payments were concerned. The settlement includes a $20 million sum that would be paid to the City in installments based first on the issuance of the grading permit and then upon completion of the project as well as an annual payment to the City based on the number of events that occur at the stadium or no less than $700,000 per year with CPI escalators tied to the per -event revenue. C/Shah asked about the SR57160 Interchange project and the Ralph's property on Diamond Bar Boulevard. CDD/('-abman responded that the SR57/60 project is broken into phases, the first of which is the creation of the westbound slip ramp that would require removal of the Honda message board sign to allow DECEMBER 11, 2012 0 PAGE 10 PLANNING COMMISSION southbound Grand Avenue traffic to make a right turn and enter the SR60 westbound. The next phase would be an off ramp that replaces the Grand Avenue off ramp and moves the ramp into the golf course property and moves the intersection closer to Golden Springs Drive and the new hook ramp, acceleration lanes along the frontage of the golf course would take some of the property on the easterly side of the golf course frontage. The first phase continues to be pushed out. He will look into the matter and report back to the Commission about a possible start date. With respect to the Ralph's property, there is a lease in process and something will be occurring there but he is not at liberty to discuss the tenancy at this time. STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects. CDD/Gubman stated that on behalf of the Community Development Department and staff he wished everyone Happy Holidays. The Commission will not reconvene until January 22, 2013. - Staff thought it prudent to cancel the December 25 meeting and there are no agenda items scheduled for January 8. The January 22, 2013, agenda potentially includes three projects: The first project is at Diamond Hills Plaza (HMart Center) which involves removal of the Burger King facility to make way for the new Chase Bank; the second is in a 5 -lot tract at Alamo Heights which are planned for semi -custom homes, two of which will be on the agenda. C/Shah asked about Site D which CDD/Gubman said was moving forward in the planning stages. The 90 -day due diligence period for Lennar concluded in early November and they have made a subsequent escrow payment. Lennar is preparing the permit package for the Army Corps of Engineers and the Department of Fish and Game and they are preparing for an all day neighborhood workshop in the near future where the neighborhood will be invited to assist in a design charrette to assist staff in designing the two -acre park that is required as part of the project. Lennar is moving forward to provide the City with development plans with what looks to be about 170-175 homes before next summer. 10. SCHEDULE OF FUTURE EVENTS: As listed ii tonight's agenda. DECEMBER 11, 2012 PAGE 11 PLANNING COMMISSION ADJOURNMENT: With no further business before the Planning Commission, Chairman Lin adjourned the regular meeting at 8:03 p.m. to January 22, 2013. The foregoing minutes are hereby approved this 22nd day of January, 2013. Jimmy Lin, Chairman Attest: Respectfully Submitted, Greg Gubman Community Development Director PLANNING COMMISSION AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: PROPERTY OWNER: APPLICANT: 7.1 January 22, 2013 Development Review and Tree Permit No, PL2012-164 23411 Ridge Line Rd., Diamond Bar, CA 91765 (APN 8713-005-022) Rurng Larn Duh 23411 Ridge Line Rd. Diamond Bar, CA 91765 Jack Wu 10410 Lower Azusa Rd., #203 EI Monte, CA 91731 RECOMMENDATION: Staff recommends that the Planning Commission continue this matter to Tuesday, February 12, 2013, to allow the applicant time to post the site with a public hearing notice board at least ten days prior to the hearing date. Prepared by: Gr S. Lee Senior Planner PLANNING COMMISSION AGENDA REPORT CITY QF DIAMOND BAR -21810 COPLEY DRIVE -DIAMOND BAR, CA 91765 -TEL. (909) 839-7030- FAX (909) 861-3117 AGENDA ITEM NUMBER: MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: PROPERTY OWNER: 7.2 January 22, 2013 Development Review No. PL2011-287 24412 Gable Court, Diamond Bar, CA 91765 (APN 8704-052-046) Robert Shei 24412 Gable Court Diamond Bar, CA 91765 APPLICANT: Robert Hsiao Shih 1439 Eastleigh Ave. Hacienda Heights, CA 91745 Summary The applicant is requesting approval of a Development Review application to construct a 1,029 square -foot single -story addition at the rear of an existing 2,041 square -foot, two-story single family residence. The existing residence is a 1980s two-story tract home with hipped roof, flat concrete roof tile, exterior stucco, wood siding, and vinyl windows. The proposed single -story addition will maintain design consistency, appropriate in mass and scale to the site, and incorporate existing design elements compatible with the surrounding neighborhood. After evaluating the application, staff has determined that the proposed project complies with the City's development standards, and believes that the Development Review findings set forth in the Development Code can be made in the affirmative. Therefore, staff recommends that the Planning Commission approve Development Review No. PL2011-287, based on the findings of fact, and subject to the conditions of approval contained in the attached Resolution. BACKGROUND: Site Description The project site is located on the south side of Gable Court, west of Looking Glass Drive. In 1985, the property was developed under Los Angeles County standards with a 1,552 square -foot two-story home and 489 square -foot garage on a 7,728 gross square - foot (0.18 gross acre) lot. There are no protected trees on site. The property is legally described as Lot 63 of Tract No. 35581, and the Assessor's Parcel Number (APN) is 8704-052-046. Project Description The applicant requests approval to construct 1,029 square feet of additional living space to the rear of the residence. The addition consists of a family/exercise room, game room, guest room, guest bathroom, and storage room. The proposed addition will incorporate similar architectural features, fenestration patterns, colors and materials of the existing house. The existing height of the two-story building is 21'-6". The building height will not increase with the proposed addition in that the addition is an extension of the first floor only. Site and Surroundinq General Plan. Zoning and Land Uses Development Review No. PL 2011-287 Page 2 of 6 General Plan Designation Zoning District Land Use Site Low Density Residential RL Single -Family Residential North Low Density Residential RL Single -Family Residential South Low Density Residential RL Single -Family Residential East Low Density Residential RL Single -Family Residential West Low Density Residential RL Single -Family Residential Development Review No. PL 2011-287 Page 2 of 6 ANALYSIS: Review Authority (Diamond Bar Municipal Code (DBMC) Section 22.48) Additions to structures and reconstruction projects which are equal to or greater than 50 percent of the existing habitable floor area of all existing structures on site, or projects having a substantial change to the appearance of an existing residence requires Planning Commission approval of a Development Review (DR) application. As stated in Section 22.48.010 of the Development Code, the DR 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 Review The following table compares the proposed project with the City's development standards for residential development in the RL zone: ' I.,evelopment Review No. PL 2011-287 Page 3 of 6 Development DevelopmentFeature ... -. RequirementsStandards Front• . 20 feet 22'-9" feet 22'-9" feet Yes 10 feet on one side and 19'-9" —east side 19'-9" —east side _ _ ' 5 feet on the other side. T-6" — west side T-6" — west side yes Side Yard Minimum Between 15 feet 36'-9" — east side 36'-9" — east side Yes Adjoining 15'-2" — west side 15'-2" — west side Structures Rear • • 20 feet 57'-4" 29'-4" Yes Lot Coverage Maximum of 40% 17.5% 30.8% Yes Building 35 feet 21'-6" Yes 21'-6" Parking 2-cargarage 2 -car garage 2 -car garage Yes Site and Grading Configuration: The site is on an existing leveled pad. Therefore, no grading is required for the proposed project. Minimal excavation will be required for footings and foundation placement. Elevations: The residence is a 1980s two-story tract home consisting of a hipped roof design with a flat concrete tile, exterior stucco walls, wood siding on the front facade, and vinyl windows. The applicant is proposing to retain the existing building style. The proposed design will maintain architectural integrity by incorporating similar fenestration patterns, and matching existing exterior colors and building materials. The roof of the proposed addition will be partially integrated with the existing roof by matching the existing hipped roof and 4:12 pitch but will utilize a mansard design with a flat area towards the center of the addition to accommodate the placement of solar panels. The flat roof and solar panels will not be visible from the street. Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Conservation Landscaping Ordinance. The ordinance would only apply if 5,000 square feet or more of the existing landscaped area was being 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. Development Review No. PL 2011-287 Page 4 of 6 Compatibility with Neighborhood The project is designed to be compatible and complementary to the neighborhood by keeping similar architectural details of the neighboring existing tract homes. The applicant is proposing to maintain architectural integrity to the facade of the residence by using similar types of materials used on the home. The project incorporates the principles of the City's Residential Design Guidelines as follows: • The proposed addition will conform to all development standards, including building heights and setbacks, which is consistent with other homes in the neighborhood; • Large wall expanses are avoided; • Placement and relationship of windows, doors, and other window openings are integrated with the building's overall design; • The proposed addition is visually integrated with the primary structure by using similar forms, colors, and materials; • Roof type, pitch, and materials match the primary structure; and • Window forms and other exterior architectural features match those of the primary structure. Property Located to the East Additional Review Subject Property Property Located to the West 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. NOTICE OF PUBLIC HEARING: On January 11, 2013, public hearing notices were mailed to property owners within a 500 -foot radius of the project site and the notice was published in the San Gabriel Development Review No. PL 2011-287 Page 5 of 6 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. Public Comments Received At the time the staff report was published, staff had not received any comments from the public. ENVIRONMENTAL ASSESSMENT: 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) (2) (b) (additions to existing structure provided that the addition will not result in an increase of more than 10,000 square feet if the area in which the project is located is not environmentally sensitive) of the CEQA Guidelines. No further environmental review is required. RECOMMENDATION: Staff recommends that the Planning Commission approve the attached Resolution (Attachment 1) approving Development Review No. PL 2011-287 based on the findings in DBMC Sections 22.48, subject to conditions of approval as listed within the draft resolution. Prepared by: Reviewed by: N t iie Tobon Gra Lee Planning Techn ' n Senior Planner Attachments: 1. Draft Resolution No. 2013 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plan, and Elevations Development Review No, PL 2011-287 Page 6 of 6 PLANNING COMMISSION RESOLUTION NO. 2013 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL 2011-278 TO CONSTRUCT A 1,029 SQUARE -FOOT SINGLE -STORY ADDITION TO AN EXISTING 2,041 SQUARE -FOOT, TWO-STOLY RESIDENCE ON 0.18 GROSS ACRE (7,728 SQUARE-FOY, SINGLE OSA ) LOT LOCATED AT2 412 GABLE COURT, DIAMOND BAR, CA 91765 (APN 8704-052-046). A. RECITALS 1. The property owner, Robert Shei, and applicant, Robert Hsiao Shih, have filed an application for Development Review No. PL2011-287 to construct a 1,029 square -foot addition to an existing 2,041 square -foot single-family residence, located at 24412 Gable Court, City of Diamond Bar, County of Los Angeles, California. Hereinafter in this resolution, the subject Development Review shall collectively be referred to as the "Project." 2. The subject property is made up of one parcel totaling 7,728 square feet (0.18 gross acres). It is located in the Low Density Residential (RL) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 63 of Tract 35581. The Assessor's Parcel Number is 8704-052-046. 4. On January 11, 2013, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. Public hearing notices were mailed to property owners within a 500 -foot radius of the Project site and public notices were posted at the City's designated community posting sites on January 11, 2013. In addition to the published and mailed notices, the project site was posted with a display board and the notice was posted at three other locations within the project vicinity. 5. On January 22, 2013, 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 15301(e) (2) (b) (additions to existing structure provided that the addition will not result in an increase of more than 10,000 square feet if the area in which the project is located is not environmentally sensitive) 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) Sections 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) 1. 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 1,029 square -foot addition to the existing single family residence is consistent with the City's General Plan, City Design Guidelines and development standards by meeting all required setbacks. The project maintains the existing height of the building. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2 Development Review No. PL2011-287 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. 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 architectural style of the home is 1980s tract design. The applicant is proposing to add floor area to the existing home while maintaining consistency with the current design. The project is designed to be compatible and complementary to the neighborhood by keeping similar architectural details of the neighboring existing tract homes. There is no specific plan for this area. 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 design of the existing single-family home is a 1980s tract style. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. 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, 3 Development Review No. PL2017-287 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) (2) (b) (additions to existing structure provided that the addition will not result in an increase of more than 10,000 square feet if the area in which the project is located is not environmentally sensitive) 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 regarding this proposed project. 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 owner, Robert Shei, 24412 Gable Court, Diamond Bar, CA 91765; and the applicant, Robert Shih, 1439 Eastleigh Ave., Hacienda Heights, CA 91745. 4 Development Review No. PL2011-287 APPROVED AND ADOPTED THIS 22nd DAY OF JANUARY 2013, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. 0 Jimmy Lin, Chairman I, Greg Gubman, 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 22nd day of January, 2013, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Development Review No. P12011-287 COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2011-287 SUBJECT: To construct an 1,029 square -foot addition to an existing single family residence on a 0.18 gross acre (7,728 square - foot) lot PROPERTY Robert Shei OWNER(S): 24412 Gable Court Diamond Bar, CA 91765 APPLICANT: Robert Hsiao Shih 1439 Eastleigh Ave. Hacienda Heights, CA 91745 LOCATION: 24412 Gable Court Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS In accordance with Government Code Section 66474.9(b)(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. PL 2011-287 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 Development Review No. PL2011-287 (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. PL2011-287, 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. 2013 -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 nevelooment Review No. PL2011-287 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. 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. PL 2011-287 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code Section (DBMC) 22.66.050 (b)(1). The applicant may request in writing a one year time extension subject to DBMC 22.60.050(c) for Planning Commission approval. D. SITE DEVELOPMENT 1. 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 landscape plans on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 2. 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 Development Review No. PL2011-287 3. All roof -mounted equipment shall be screened from public view. 4. 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. 5. 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 a drainage 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. 2. 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 5:00 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 9 neveloomenl Review No. PL2011-287 and Rule 403. Reclaimed water shall be used whenever possible. In addition, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADINGIRETAINING WALLS 1. 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 defense shall be locked whenever the construction site is not supervised. C. DRAINAGE 1. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainagelrunoff 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. D. UTILITIES 1. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. E. SEWERS/SEPTIC TANK 1. Applicant, at applicant's sole cost and expense, shall construct the sewer system in accordance with the City. Sewer plans shall be submitted for review and approval by the City Building and Safety Division. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839- 7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. Plans shall conform to State and Local Building Code (i.e., 2010 California Building Code, California Plumbing Code, California Mechanical Code, and the California Electrical Code) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of plan check submittal. 2. Every permit issued by the Building and Safety Division shall expire if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or work has discontinued and not been signed -off on the job card by the building inspector. 3. 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 5:00 p.m. 10 Development Review No. PL2011-287 4. The project shall be protected by a construction fence to the satisfaction of the Building Official. 5. 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. 6. Existing fencing shall remain in-place during construction including pool barrier fencing. Any alteration of the fencing may result in a discontinuation of construction until the fences are returned to its original state. 7. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 8. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. 9. The minimum design load for wind in this area is 85 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. 10. 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). 11. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 12. Only one single family dwelling per CBC 202 is allowed and shall be maintained as such. 13. Prior to Building permit issuance, all school district fees must be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 14. Indicate all easements on the site plan. 15. Drainage plans shall be submitted and approved that clearly all finish elevations, slopes, and drainage. Surface water shall drain away from building at a 2% minimum slope. No grading or retaining walls are allowed except unless specifically approved on the plans. 16. Specify location of tempered glass as required by code. 11 Development Review No. PL2011-287 17. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 18. A soils report is required and all recommendations of the soils report shall be adhered to. 19. Slope setbacks consistent with California Building Code Figure 1805.3.1. Foundations shall provide a minimum distance to daylight. 20. 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. 21. AQMD notification is required at least 10 days prior to any demolition 22. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. 23. Any changes to approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 24. Engineered design will be required including analysis for the addition structure affect on the existing dwelling. END 12 Development Review No. PL2011-287 attachment 2 RECEIVED �r C� FE' F-'AMrTrL Y Hr�S E' A ��IrZ'�Ir j5 2013 RNACOO D IRE a�D-�N Es'.. N QTR VtmsVr[ 24412 GABLE CT., CITY OF DIAMOND Z BW PRINT mum � THE BUILDRING IND S" PEROT 5 NOT CWINFHUD RRMONN wo mA1S�FR N 11EEBIT OF m PFRNR BAR OR AOA( NAS MO M111UED AND NOT BEEN 9GNO"ff ON THE JON WN W THE BRAINING REFLECTOR DIAMOND BAR, WNSMO RON/GIMMESGOJSNMTHEKUIMI OFAtITOOLSOR QAPNNIUEDWCumTHE �11NC, N ACTT MLIWIgI, OR DENUNMN N OF RTStILL NOL TOR EQL68 TION. -SAT. WNBR THE MA HOURS a 700 AM. ANO 5:00 PL. 4. THE PROJECT 944L BE PROTECTED BY A MTRUCNIN (RICE TO BE SARSFAMAN O THE BUMDRO OFFMW. '[• AL FRAICNFES AND PRU'ENIY SW BE WRIPBO W A SHE IND CLEAN NAOIER D.AONG 00RUIMMIL ME PIMPERIY SIWL BE On OF UEHPoS, It", INO'ARDS.. O. DOSTINC FFNDRO 9AL RFYON IN -RACE ONE CONSRACIMN MUM POOL ROUTER FENCING W ALTFAUTION BE INE NIGNG NAY RESULT R A BSCONDHURRON OF CONSIRIICDTNT UNTIL THE FENCES ARE GABLE CT. RETURNED TO ITS OreLauL STATE GABLE CT. Z AL EW M!LOIS %4L. BE kWITONEO M PN ORDEPo.Y Mat PillSCRDUNEO 9_R A 0. V PON FORCE cane wnw wBe IVLR OF CONSIRUCIMH NA&RS)WL A INGOIRRUE RECYTAIAG NIMMIT CGDECMNI & SOW WASTE WRID PER MWOND BIN MUNICIPAL CODE 8.16. OF TIRE B. 9. ANY CPWS TO AW" PLANS WANG HE ROOM OF CONSTRUCTION SIAL BE AWROYED W BE BY W. TO PlKkfmNG M AW WW. a� soLwax A EXISTING WALL soew,vx sotwux h 10. ENGWEEISD DW WL BE REQUIRED N'CLUONO A11Y% FOR INE ADMNIN SIRLMMJN WTECT Oil THE EYSRNG OAEUANG 0 caauc tgfaM SN61E FNdLY HgRE tD .00e of LE.) .no I I I 1 PPEPa3➢t-iglI CWIIOM VlltaaµE (c) NEW SITE PLAN 6GA E, B•=, D tnmml NEW WALL ® EXISTING 2' CMU WALL ® EXISTING 6' CMU WALL 1. TITLE & SHE PLAN 2. ROOF PLANS & SECTIONS 3. ELEVATIONS 4. EXISTING FLOOR PLANS 5. NEW FLOOR PLAN 6. DAY—LIGHTING VENTILATION CALCULATION & DRAINAGE DETAILS 7. TITLE 24 T1 SONAR PLAN 1111E SHEET Al SOLAR LAYOUT & DRAWING E1 SOLAR ELECTRIC WIRING & PANEL SPEC, S-0 FOUNDATION & FLOOR FRAMING PLANS S-1 ROOF FRAMING S-2 DETAILS OF FOUNDATION&FRAMING S-3 DETAILS OF FOUNDATION&FRAMING SSW1 STRONG WALL DETAILS JOB ADDRESS: OWNER: SHIUN CHUAN SHEI, FEI DIAN SCOPE OF WORK: 1. TO BUILD ADDITION IN THE BACK OF THE EXISRNG FIRST FLOOR. R INCLUDES A EXCERCTSE ROOM A GUEST SUITE, A GAME ROOM, A STORAGE ROOM AND A BATH ROOM. 2. TO ADD A NEW COVERED PORCH AT THE FROM ENTRANCE PATH. OF ETXISIDNGEWALLL TIO THE BACK( OFNEWWALL THE BACK 4. ADDING SOLAR PV SYSTEM ON THE ADDITIONS' ROOF TOP. AND TO PROCESS RELEVANT TRANSACTION. LOT SIZE: 7728 SQ.FT. NET LOT SIZE: 7680 SOFT. EXISTING BLOWING AREA: 1ST FLOOR: 866 SQ.FT. 2ND FLOOR 686 SQ.FT. TOTAL LIVING AREA: 1552 SO.FT. 1) 16'9 (W) RY ONLY)20SQ.FT. ADDITION: 17.5% 30.0% '1' z Z O C9 co Z�O O w n :Ni cd CO C'J = f q C4 W lu O = W XCCFLL I F T o�w m m aaz N 5T2 03 zC40 Date I0/1712012 Scale DEOWn Job Sheet 1 Of Shoot VtmsVr[ 3 g � lei -o• } 0 caauc tgfaM SN61E FNdLY HgRE tD .00e of LE.) .no I I I 1 PPEPa3➢t-iglI CWIIOM VlltaaµE (c) NEW SITE PLAN 6GA E, B•=, D tnmml NEW WALL ® EXISTING 2' CMU WALL ® EXISTING 6' CMU WALL 1. TITLE & SHE PLAN 2. ROOF PLANS & SECTIONS 3. ELEVATIONS 4. EXISTING FLOOR PLANS 5. NEW FLOOR PLAN 6. DAY—LIGHTING VENTILATION CALCULATION & DRAINAGE DETAILS 7. TITLE 24 T1 SONAR PLAN 1111E SHEET Al SOLAR LAYOUT & DRAWING E1 SOLAR ELECTRIC WIRING & PANEL SPEC, S-0 FOUNDATION & FLOOR FRAMING PLANS S-1 ROOF FRAMING S-2 DETAILS OF FOUNDATION&FRAMING S-3 DETAILS OF FOUNDATION&FRAMING SSW1 STRONG WALL DETAILS JOB ADDRESS: OWNER: SHIUN CHUAN SHEI, FEI DIAN SCOPE OF WORK: 1. TO BUILD ADDITION IN THE BACK OF THE EXISRNG FIRST FLOOR. R INCLUDES A EXCERCTSE ROOM A GUEST SUITE, A GAME ROOM, A STORAGE ROOM AND A BATH ROOM. 2. TO ADD A NEW COVERED PORCH AT THE FROM ENTRANCE PATH. OF ETXISIDNGEWALLL TIO THE BACK( OFNEWWALL THE BACK 4. ADDING SOLAR PV SYSTEM ON THE ADDITIONS' ROOF TOP. AND TO PROCESS RELEVANT TRANSACTION. LOT SIZE: 7728 SQ.FT. NET LOT SIZE: 7680 SOFT. EXISTING BLOWING AREA: 1ST FLOOR: 866 SQ.FT. 2ND FLOOR 686 SQ.FT. TOTAL LIVING AREA: 1552 SO.FT. 1) 16'9 (W) RY ONLY)20SQ.FT. ADDITION: 17.5% 30.0% '1' z Z O C9 co Z�O O w n :Ni cd CO C'J = f q C4 W lu O = W XCCFLL I F T o�w m m aaz N 5T2 03 zC40 Date I0/1712012 Scale DEOWn Job Sheet 1 Of Shoot 1. ATTIC VENT OPENINGS SHAJAL HAVE CURROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/6 -IN. MINIMUM AND 1/4" -IN. MAXIMUM OPENING. CNC, TILE EAGLE TILE ICC ESR -1900 CLASS A 9 T (E') R 1.3 1.3 a R13 7,7=:==: 6 1.3 5 1.3 (EJ 10 1.3 SLOPE 5 Date V10/FOIO Scala Drawn lob - Sheet 2 )f Sheet (E) O 1.3 4 NEW ADDITION 1'3 EXISTING 5 Date V10/FOIO Scala Drawn lob - Sheet 2 )f Sheet (E) O N (E) (E) (E.J N 4l2 "0' SECTION scmewb,w 2 (F.) q (E) (EJ -1 p(EJ 1i 6"X14 EAVE VENT (TRP) o HAS 0.306 S.F.(44 SD.IN.) 2ND FL N OF FREE AIR AREA. '<I/2:18 I 3La�E 1/2l_2 S_LOPE o N ONC. TILE EAGLE TILE ICC ESR -1900 CLASS A 0 m 9 a 3 ^ - � 412 SLD N --SLATE N fl A RI U a O ❑ 6 .6 1.3 1.3 FLINTLASTIC GTA BITUMEN CLASS Al N I ' p• PH[UUVULTAIC SYSTEM SOLAR PANELS 4X3 j G S ROOFING PRODUCT 'i1P 5 g I.C.B.O. REPORT 1,4887 N 1.3 1.3 m .p 10 10 0 0 1.3 1.3 L):024" HALF ROUND DORMER VENT (METAL) OP.) O -I O I] L7 D PAS 0.94 S.F. OF FREE NR AREA \E V ATIIC AREA UPPER ROOF=.0 S.F. AMC VON WI I S.F. PR D-3103E9=9J2/150=6.18 AIRC VENRIARON PROVIDED=3X0.94+15a0.S00=1.4 S.F. ROOF PLAN scALE 114,=r-oe SECTION 1 s WsuA•=,w 5 Date V10/FOIO Scala Drawn lob - Sheet 2 )f Sheet VIEW scAmiw-lw NEW MRTC Encu ICC I SOUTH (REAR) VIEW EXISTING ROOF Z z z 0 C � � £ ZD NEW ROOF TO MATCH EXISTING EAGLE CONCRETE ICC ESR -1900 PHOTOVOLTAIC SYSTEM 111E SOLAR PANELS 4X3 ® 9 EXISTING ROOF F Z A Q m J It IZ F LL FEO ®®®®®®®® NEW ADDITION EXISTING MATCH BOWS TO O pp MATCH TEX[SIING MATCH TEXISTING FRONT(NORTH) VIEW SCALE I/a•=11W EAST(SIDE) VIEW sGAw xa m1w• NEW ROOF TO MATCH EXISTING EAGLE CONCRETE TILE - ICC ESR -1900 EXISTING ROOF EXISTING ROOF ® 00 k ®8 �� I ❑� �i I I NEW ROOF TO MATCH EXISTING ICAC ESR -190 EIE TILE {1D n T a O ` P W gym_ �fa'iZ W N SNG 00 Vote 10/16/2012 Scale MATCH EXISTING O EXISTING NEW ADAITION NEW WINDOWS TO MATCH EXISTING Or. .w Job Sheet 3 SOUTH (REAR) VIEW scAeu4•=r-n WEST (SIDE) VIEW scAEuatn9• Of Sheet o..pn. bTY a.n.nsmn JAH JAN 18, 2012 SlpnaWre: EXISTING 2ND FLOOR PLAN 4N EXISTING IST FLOOR PLAN tl4"=1'OD' SCALE: SCALE:EXISTING 1/4" = 1'00" FLOOR PLAN with 114" = 1' 00" ELECTRIC, PLUMBING (E) Driveway za - s-— — m6• 3 2 WORN SITE ADDRESS; ry-s• a 24412 GABLE CT. Z DIAMOND BAR, CA 31744 (E) 2-Car ° Garage} (E)3RD BED F DOM (E) NO BEDROOM V 939-1m �—b-r—� 6 ® OWNER: O -------------(I ROBERT SHEI& FEI 2=8• R.vial.n CLOSE! 5. YA• 156• NMs: o®- — -- - (E) Living m aenenEvze� -- ® - 84 _ �. O (QSTNflW S6 O 2•.B• D6• rL , "BA D CLOSET y ss=11( b R _ oo 9ArxrU9 I sae i m _ ----— _— _ _ Nov. p4, p14 (E) living R 9N0• IE)M/SIEP 'u93 6• G --- -- ----------- tmney (E) kitchen (E) D Rj RM nn Baa: -- ----) a L 0 eX19tIAg Well la.vl..al (E)MASTER RED ROOM Following the Note 9 I—A-4 crc I—C—i Bxw a+a- B'-1- a-1 z. -z Ya zsa- exis0ng wall _ ... srartaay ELECTRIC-- oaAmxo LEGENT: (E) Patio area existingwall HVAC - existing wall PLUMBING(E) efec. switch (To be removed) (E) oNkt4ecaptack+ (E) dual (_ ._1 (E)contlenser of A/C OEc, (EI GFCIoulkt m waterh ter(E) (E)—I'm 1ght (E) ReglstefAwtletofAirDuct 4 (E) window (E) walllightat Vamty Mhen S1nk (E)Smoke Alarm ji (N) ADDITIONS/REMODELED FLOOR PLAN SCALE: with ELECTRIC, PLUMBING & HVAC 114"=1.00" �N) ARCHGATE WATER HEATER should have V min. from tank top to vent head, —zee' s0 & V elemance from the roof top --— --- i to the vent head. (E) 2 -Car Garage H IILl (E) Living Rm Removing from (E) t3 nW Wi s rn .... _.._:.... (N) Family/Exe rcise RM I V Arc (N) Covered n Water Heater lank should be secured with earthquake strep, BCH TOILET (should have 1V' free space to Ne each side from center line) t vanity/sink should have 21- free space °`rte 9 IT HOSE BIB with anllslphon valve - w:= --, jNL ft age Rm t to AEC N)Cleset Arc S DI (N)guess' Bed Rho ® ' s t. Da uc Arc (N) ADDITIONS/REMODELED 1ST FLOOR PLAN SCALE: 1/4" = V00" N �OFCI receptacle iT9' %'vc rii:is calling light fixture �A as 9 W (NJ Chase Rm ( 1 TV or cable or Internet cable f` me I GI V , NVID.M..MN EalreaR.E. tttt W4 1 Peatm evrr. telephone line or high speed internet module whouter GPBW. AI°pJP°EDflFRJf. 6KW £P weess.s. W4 u FV24i-r i 8 .:m• b '� elyduclwiM xn sealing and joint hdeieYS 14"91rdWrWliil 15� room wafiregister ° =l Living R u ehregisterinstalledover ° Pa u s et 21 Ne calling or upper wall smux - 4b -3S -if y 6 Ad rideramr furnace with air ductondenst Alt NOTE; (NO. PL Mif-2B7 3b REwE411.-C.-1. O the Nsx NindowaaM1dlmd<h Fdaanp. E:pMi o. (E) Living RRotWen air return s f .I i E) Din ng R111a4eYT<' (a srax< RM §I I (E) WINDOW Nameae L.. I Removing from (E) ow :REMO o INO E WINDOW M .1W.p CW ae- 9'-P 'Y _ NOTE:IN0. PL 2011-287 2ND REVIEW] Il.7.---eesepavage gT.."PxOeavolmdeaekfold naanmanm NOTE (140.1`1-20114B? 2NDRENEWjI. N-2. 4T<MWCSP<aV<n uN eMTbyJye MiamM1Nr Ab MlM1winlxmn; TArIwXq <P<v enEtyP•Ciihenm Mndow< wl� iiT<WedphW ux <fP•aFu, Y:r1A<¢R eM<TeW lnenwquubau•1.R <heulJmd<h vnlA Me <Nxiapenn a<unElAe M1oux. t; .0 iNi SlaRga M1 Nx<W NRIUYxiNYbnslxnsrraW W1 1 `..'N) GUESS' H (EJ door - = ATN RM - - 2-0, b LEGEND ussv` '� °'°- D5--- HICloset With Installation Note: - ---- _ LEGEND: "•" (N)Caess' 1 p7 Betl Rm + § AkIf P1s.axs drge mCpMe sxlkM1 § ji G ; t a°filfl'.v FK H. W2 W2 1 � 3avaY switch �, 8 AFC outlet and single loop c breach new Betl room WALL with typical stucco applied for exterlal wall ..� < WALL With lent 1/2" d Ili ypsum applied for Interior pj a (N) Family/Ezemise Rm t m 0 , � § r and ceiling - - - --- - -I single or double receptacle 1 ' �OFCI receptacle iT9' %'vc rii:is calling light fixture �A as 9 W (NJ Chase Rm ( 1 TV or cable or Internet cable f` me I GI V , NVID.M..MN EalreaR.E. tttt W4 1 Peatm evrr. telephone line or high speed internet module whouter GPBW. AI°pJP°EDflFRJf. 6KW £P weess.s. W4 u FV24i-r STORM WATER DRAINAGE DESIGN NATURAL STORM WATER RUNOFF CALCULATION: Q = CIA In CFS (cu. ft. per sec.), where 1=4.23 In/hr; A=1029 sq. ft= 0.024 acre; C=0.2 (mcom, runoff tout. for Grass/Gavel) Q= 8.977 glum DESIGNED CAPACITY: 268 GPM > 8.972 GPM (sufficient) From Table 11-1, Size of Dain, Leader or Pipe Flow for 4- of gutters and down -spout with 4° of lead pipe to Now -Well and surface 8D:4388 sq.ft. > 1029 sq.R. (sufficient) Remarks: The Flow -Well or Its similar as shown In the right column are not necessarily Installed but recommended for better leaching, surface flow, littering of lcoemcy. GABLE CT. Y svEww% IMIflSfJ>E 1 1c" —6 — • �" FcJ o u+ EXISTING WALL NEW WALL b4• -p• EXISTING 2' CMU WALL v orwE EXISTING fi' CMU WALL 3 1fe.. FFx W $ Ne i3 %(6 .Oa Fw uw. 6 u) 8 � posrvlc Y pn w.V1 (PP.v, r.0 %(965i F.eJ p %(9a.V2 F.C.) I ICp 1 / IW.W FF. 'F r..l l — M aRw INDMODAL LJNEPAFA PMr1AI INTIEFYJ$aN3wa:lEHR11xNn'FAWLyKCtAl 6UIMnRYIN3ACWx1'MTDNAWfFV bq R. (vetMMe,Q P.Wrle) I"he"o,L486PD].NMFA 1M"lL {4e[ JvmN) 'PPMICI "heRGLEbb Kn ;r 1ai6¢y R (Ne eNelmnia PNRIOIIXTIE TPM Lr RIXYA MLk S3NW gRIxW aY[Mw4 pMr11481n1 .LLLIXE IULLRNFA FpMIMELMN3 flCGM 1mW3MP0.55M£WRITCBACKWGirFT1ErEW PGaITW _ Nj + [' no 'V.N ry rsT..dl ,M QJ ttPE —r6Va136= us, ES E6. Ei s'e NYdg1W WXx,T M`Etle%) MeaSYv W p.tt w dN1�E� RMN Total footage of the building mwmge, or say roof area:'0295q.ft. Rainfall Intensity: 4.23 In/hr. (25 yr. 5 min, stare event, from NOAH, Ada. m10 WS Wfi u6nM'Mrvbv In Ne Mtlm'M.bv.IrMw[GMJs dm 91✓.IXIrcA (A) DAY -LIGHTING & VENTILATION CALCULATION FOR GLASS WINDOW mfbf-111[0( 61" 5156 =mm, Max. allowed horizontal roof areas for 4.23 INhr. 4388 sq. ft. woo NUmaN / Rain Gutter with 4' & 4 down spouts: 192 x 4 - 768 glum wPu roe eu Im - v WwW N SIOWY Wo �L �c Gam Fvu11> Ip6 to flo.vMl -Pf2 i e[ IDV�Xi 6x46 antle .L[L �• Eatle FAVEY p4Vx 5 ! .Immwl., pNln le( dess FcJ o u+ EXISTING WALL NEW WALL b4• -p• EXISTING 2' CMU WALL v orwE EXISTING fi' CMU WALL 3 1fe.. FFx W $ Ne i3 %(6 .Oa Fw uw. 6 u) 8 � posrvlc Y pn w.V1 (PP.v, r.0 %(965i F.eJ p %(9a.V2 F.C.) I ICp SITE PLAN&ROOF PLAN SCALE iv=+' -0• 0 exu 11XL 1 / IW.W FF. 'F r..l l — M aRw INDMODAL LJNEPAFA PMr1AI INTIEFYJ$aN3wa:lEHR11xNn'FAWLyKCtAl 6UIMnRYIN3ACWx1'MTDNAWfFV bq R. (vetMMe,Q P.Wrle) I"he"o,L486PD].NMFA 1M"lL {4e[ JvmN) 'PPMICI "heRGLEbb Kn ;r 1ai6¢y R (Ne eNelmnia PNRIOIIXTIE TPM Lr RIXYA MLk S3NW gRIxW aY[Mw4 pMr11481n1 .LLLIXE IULLRNFA FpMIMELMN3 flCGM 1mW3MP0.55M£WRITCBACKWGirFT1ErEW PGaITW _ Nj + [' no 'V.N ry rsT..dl ,M QJ ttPE —r6Va136= us, ES E6. Ei s'e NYdg1W WXx,T M`Etle%) MeaSYv W p.tt w dN1�E� RMN Total footage of the building mwmge, or say roof area:'0295q.ft. Rainfall Intensity: 4.23 In/hr. (25 yr. 5 min, stare event, from NOAH, Ada. 1 VR4 W<. PART WS Wfi u6nM'Mrvbv In Ne Mtlm'M.bv.IrMw[GMJs dm 91✓.IXIrcA (A) DAY -LIGHTING & VENTILATION CALCULATION FOR GLASS WINDOW mfbf-111[0( 61" 5156 =mm, Max. allowed horizontal roof areas for 4.23 INhr. 4388 sq. ft. woo NUmaN Rain Gutter with 4' & 4 down spouts: 192 x 4 - 768 glum wPu roe eu Im - v WwW N SIOWY Wo Gam Fvu11> Ip6 to flo.vMl -Pf2 i e[ IDV�Xi 6x46 antle .L[L � Eatle vrsT eEm6w p4Vx 5 ! .Immwl., pNln le( dess CX1r RaYI I / Ib..[II >/9i r3 ,oW (dn/N.F W11[e N' 6Pm Noul E' Iw6 b 513E a 1a Ea «asamE (E) 8 .("a. rw X(VrF4 Ft) s LL1E1GH3 EB INOTI W 53 As ]o rb .00o" re.) (13035 PF.IX %G 60A5 F6.) rc w se u .0ou. F.C.) sa (1.1. KcJ. SITE PLAN&ROOF PLAN SCALE iv=+' -0• 0 exu 11XL IL ..116 AUN11UPAC1`U1UUD nn WlLL NC/S. �V m�r.mrrW.4ew rr.....—.R- PART IC) DAY-LisHTWG&VENT&ATION CALCULATION FOR GLABSWWDOW PART(A)&(D) DAY -LIGHTING& VENTILATION CALCULATION FOR GLASS WINDOW DAY -LIGHTING & VENTILATION CALCULATION: — w5 INDMODAL LJNEPAFA PMr1AI INTIEFYJ$aN3wa:lEHR11xNn'FAWLyKCtAl 6UIMnRYIN3ACWx1'MTDNAWfFV bq R. (vetMMe,Q P.Wrle) I"he"o,L486PD].NMFA 1M"lL {4e[ JvmN) 'PPMICI "heRGLEbb Kn ;r 1ai6¢y R (Ne eNelmnia PNRIOIIXTIE TPM Lr RIXYA MLk S3NW gRIxW aY[Mw4 pMr11481n1 .LLLIXE IULLRNFA FpMIMELMN3 flCGM 1mW3MP0.55M£WRITCBACKWGirFT1ErEW PGaITW _ Nj + [' no 'V.N ry rsT..dl ,M RW ux•r. ra+Hx., ttPE —r6Va136= us, ES E6. Ei s'e NYdg1W WXx,T M`Etle%) MeaSYv W p.tt w L,h wl.l S1P' Total footage of the building mwmge, or say roof area:'0295q.ft. Rainfall Intensity: 4.23 In/hr. (25 yr. 5 min, stare event, from NOAH, Ada. 1 VR4 W<. PART WS Wfi u6nM'Mrvbv In Ne Mtlm'M.bv.IrMw[GMJs dm 91✓.IXIrcA (A) DAY -LIGHTING & VENTILATION CALCULATION FOR GLASS WINDOW mfbf-111[0( 61" 5156 =mm, Max. allowed horizontal roof areas for 4.23 INhr. 4388 sq. ft. woo NUmaN Rain Gutter with 4' & 4 down spouts: 192 x 4 - 768 glum wPu roe eu Im - v WwW N IL ..116 AUN11UPAC1`U1UUD nn WlLL NC/S. �V m�r.mrrW.4ew rr.....—.R- PART IC) DAY-LisHTWG&VENT&ATION CALCULATION FOR GLABSWWDOW PART(A)&(D) DAY -LIGHTING& VENTILATION CALCULATION FOR GLASS WINDOW "Dow, New.. w+ wr ws w5 wa wfi RW ux•r. ra+Hx., ttPE —r6Va136= us, eta a true, H w L,h wl.l S1P' NidO M >CWe FR4/E J M Witwe. ItWV >W]e mfbf-111[0( 61" 5156 Mr C nNSH rSe ,Jo iX W �M WO � Wo 6x46 antle Oreu Eatle mM 5 dess ELEVPIIPVAIfI.eCR or L' w' N' 513E a 1a Ea b 8 s LL1E1GH3 EB INOTI W 53 As ]o rb as se W rc w se u sa PMr C oat 51 ib eia na vAmlc)vnm.iw W%«MPIaO ].Sa 4.i9 f2N FlVMea PN?C—I1' .1)'iP.a'F2= 1S/.8 e%CPon Mslw u6 ti6, i%M nMala VmlM Cote, 3.61 6[ml >cme wet--nl>oX zea tsm ,WMrv.ns. >cmn m—nxac zw ra, PART ase. M� V z Z O P v c) CID 110 ZOO na =v0 =olltoM U) = t0 01 !0 IWaIn IV m~j�( ariaei"a�a U) W n Q OVV D LLI -j ov W a N C4 O�Q 2NG Date le'21D U Scale Drawn Job Shoal 6 Of Sheet PART(A)&(D) DAY -LIGHTING& VENTILATION CALCULATION FOR GLASS WINDOW PPRr b —74 405__ 11Vm Ve,aetp—36.iF+ rtp AxePMr /.♦ —r6Va136= us, exdro RNeem a true, H <YNMf1.W lv Vn L,h wl.l S1P' NidO M >CWe NM—IInIX t1W 61.13 ItWV >W]e mfbf-111[0( 61" 5156 V z Z O P v c) CID 110 ZOO na =v0 =olltoM U) = t0 01 !0 IWaIn IV m~j�( ariaei"a�a U) W n Q OVV D LLI -j ov W a N C4 O�Q 2NG Date le'21D U Scale Drawn Job Shoal 6 Of Sheet q and X) Indo 81dn Rea FII Many Ynei B) AW hal U) no bagdD �ppmW.lel1 O) Meadodm 1. Heves Mo. N -rd. igk0k 2. M)Indb �~~�•-�� ..A..a.� PEV1910Na. 111161 Qo lienee pp p EA ...aN.4of B) ctsJR 1� .e2�4N1 Tdn l�F�ri .. ora r 31Cma t Vel amhaingddonlonnlhlenlMM1 0m60.0 floGlkna I-iN(a)Mt rM1e IlNle abnq b lel Ne mervA dJnJ L)_Nlful yslOma Ndbee lvdmiehla rlPBdl9alaxh911stelrhana 6MNI:Ip.lp .hAd.nontmlff eM�te 010 ehefobammoda101a1amaBmgyalhil Meeb-. mpegeeepl lM1eiMANOAi'OPY?ByUIREMENT81IX aYb Ml:q eon -t'baFALI 1rFgmltl gp3elpofil (4r dll gxlTp dptl6 vdWn¢9 fbi., E Ib ;B38,Pi Byp�p gggly _ _ '- 1 nM• bl mrFWl Pumpa n nm IlM1p ngW'ad da diet Ia(bl J LIghtfinging ao tl dM0*,L UndN Kam ;and 16i1111Y _ I lbdlY bYal' dlbn orlM pB em apn'eMai Ih0 son tab p). - : -. p 'sorry Xm ed lydral aB In bear m perbgead undyroisyl VIAXy, BYnd, napm luleledme-11cluledd anM0cong kd vifeble fARa Ilnned fOraNiana d alelnblelIIlCinBoepfi)IJm h sad rad PNd.9VW111(llellar .. -.. -'Hj'ml Vd(6Na1iOB npygl Mdvdd¢dtl p)ddujns pa)M4m bra CIImII dib Tgrb 1 i - - eM,ykfig11910rboxe ahDAb.Xlelegptl SedM mel dim Ilh - ahbXb M1 _. .. a%dBPT16N W hkh'elMbpy h la wWMna4a .- r .. Il'n tea lF)9i R lm nenWNolaed 1pmfq l 1�1a1 e:e iwl:� dbY Jby lNb Appbnaa'E114dnaYPeBdglPtt IlbemedeaYUbleblll@e1B:'Bm Ip oq fd YOpPNP:bI -.; J _da)ak -: re9lfllememdlll''Lmt LRACtl anal -901.1#P1 Md''nE 81'ndad 6-0Igep by M1le"Ye'P NOTddwYBN Obi+]Mtlagdtla lMalaprbbinlUl leE k(d gaaaht, C6NBl eAl,Wtid pm9ldetl VwllMwme mnlYNll dUewpeld - "aambY•Gh tle4¶g111g (dl.'BWIM Oon OlnyaJ BheA nN' eoeNlhvl.. ISM j .�� 3 Y'I)Flg ibY, Ff/r111{do Eli�balYd ydp hevpF bl N gpd'm pllyxy Ble Mlfinlla Wbe t Naf BW mellNnyIXlMlhaBnfilw.., luhdp 4 I:Mea5ml on. - eelB4amdto 1'' �11b.vdiM1'On P Edld g6rRP0eDw1 ('mrAl +'aP/ F Ed)d)I bllEQi(PAce,y`Cyujdd(lam)odl Itltilowlil tov "1F' .. andyl NmB(Iw a 04,,11 dbld tlaiN� IIB Den0eyllEaNy1 !1' na;TJp0ginge ehtll he ypB16d n '.: ". . ,_ 1 f ,. L W11M1 oily fl ekPld tlblWoe PiYlleq(ahmwl lha tlpplioaMy 1 LIg61� g: a r Nlgyaeam 41, ir's tI�A ma i{br gg La eAN I)ebmd 1 tl 1pMll NrbmleiaaA anln Flldlane - IemenllAEkdVnglhOtmeyakT'etl tim'Idpa canlorAl.l;lltii Applhya :re4blmmrt shr. illf 0 Ih�A ttsV41BiB 11meBWMjvGa lelnod(o I beth mS,gen �nlYvmnlly tlOmd kvddrt%roem. ydd allNly+pvme l,nll by hl¢h vNaaq A Pma oidPa rtgnl2menig fmauehtl Nw Owe In 61 d an B epgovotl by Ifi kill 3awmeN 09nry - << ,.-ha I g B FI m,IKN a* I N "an dm Vd nyl hadYmo I lep n q .. b V vtl INNIIBlle6. ., - -. AbermaeaddtlVlppemlgwderdMmad eNrola',NImbY.Uo:. - } - - '- duem I)mNllaa. eVppol0letlOmw Nle0'nenPhle aM 1118Nume delN da[ah fludda 9XIDW16IIf1 Ngh llgrdcy len 1lonHdg(k)7lpebnlldbl InSWsA hmNBh0 lhAn. has - on, 4011 Am lheyeia aMValhd 6y0 Nmmer - ad. ,• 'NO(hialelkl ether Blah vmdd Bhoernleal; MOWidIX lleldbP lXalthdl pal Na Ned', Bhilfl,. e7awgdp'oWdad -.. -sndAn-f03(#1 SA .broom• ptlaolY111iN:vdalr 0dldllg oeOXeb nd Fuppatplatinm tnaywnmrausle. 1hreM W�oyed lnoeNa 6eM dPpw!,p011am II II MIbk p:mPie eeW ve' EXC2PYION21 -om" each llBM(4 PamA0 dl 111!1 nd e9, mbng all rWint Ill..Oe fddq meXs'avedabb bee nrypriwilN wndOkxoMlumlbnln>h, W4MaoolEAcel g�ad --. A Wd onFf ae aMe dJpnd ova tllaedUGl Beo. t50 pn1 is DkhbSbry b eemap)YAalt ni/Nal:lyndnN Ae rlwtid PAMd dell lh yarA agWolatlby a#azWml' ompyryli0h eeelbA 110 (dL BahY .V.m.ddN dud �~~�•-�� ..A..a.� PEV1910Na. 111161 Qo lienee pp p EA ...aN.4of B) ctsJR 1� .e2�4N1 Tdn l�F�ri .. ora r 31Cma t Vel amhaingddonlonnlhlenlMM1 0m60.0 floGlkna I-iN(a)Mt rM1e IlNle abnq b lel Ne mervA dJnJ L)_Nlful yslOma Ndbee lvdmiehla rlPBdl9alaxh911stelrhana 6MNI:Ip.lp .hAd.nontmlff eM�te 010 ehefobammoda101a1amaBmgyalhil Meeb-. mshon; . - B�p,jlipe -nlpPa '� '•' uEwxq baAq rel f? - ^m-. Arae ;B38,Pi alum rade Mh ed R.wlu _: gY UI M iMO b proWded#fa 6 04dnea loan W Oympm k proveel l gv:rkoeMM bxdrekalyb Mrye on. - '- - - A Lµ 1I }5" l flW onbo do tl_a O g.•� '1 -EXOODIiI bx'n180(NT1Prmeneneylneblpa lURdntlrve eel as not .. T w -6 now - sI . - 0 0 1,ma as y ae bupBreofN 'denatla BMae d11gX) ItiryJp M a Y Bae:Y501m)] -. - : '-. high alauey 4 I he Asha JN ohn.11 fesaNOia7O.gme II j�1nA�w 11afle df OSa 11 sx •tNlaaa Gl�ln b.i r u a 'nc. P )d Caplpn Me+ee lnoola 1 nY a riylbl.ls Afl'a SnBaq wele.MrimeMIXJ1Adm1m'neINN.6e Malbk ei6onylb^tagpeJpia '' '-:'.xor LAV1VOp)n-Idp.j rl{lpgv kAdlen NaWlne bmlwlLLMGC g6 An,"GO. h31 .. R}I •ur}eMfaal(ITpN a(aramnaa: 0s1 enkeld N eNelellodWaeh Ib)nB MldeWdbn MM1 10 - ..;.NudAlb bayhip hylMbtl aamfdtadslemdRl2aav Ia '- 6 G'fW IA :'-bM eMn dkYAieMelaeretl NXhan ABM1IIn311aeyale lwl Ma 1i� rmrgla< VAy1,a. lek,°pa2 rjMmdee xMkad �- 9.:'10.103(7(1)-. 1 ,..a '. I tl1 -HI:UM dX(µgl rbfikd, ea hA,ef ege )edN andbaukP ldpvlXMdrWeleY -'c IVnVllmedfrdm Wlch'UBhUnA.. ". ------:��mv'-aav '- :aqs' A,.. -a I bnprodbdaNdexedatlapn hell -- heebpgej3l@p1e;Jhvllmexloenapy5xeppy,MlhlmBlellOn Navl:iB On ONleli dlhermal• - L-RaaeneilWa11rw Bn9e sh0Ube' In lPepleli,00lllp lmNlaBb ad]nb N!'deletl a6Ved laxero daaanre l:uxkuenmver 00) by UndNwdlan q(•Weeu nat,.- EXCEPTIONWM gal lo0: Fg Dittos, or erasm. a me nUnd r¢m "am in bwot a has gain (W Solid. MBppl hDrdAh din )Mn 11 na,JIoadbyffio.41,Y tDd 2.TkI laiMIi ebb!{a bbelaa rarer allidWl aneeVeaen)me liege helalenbeNpl2org10ebrIXM1bvPNIPm01Mde0oOoselleeelWl0aMelihelan N IelbIollM Mnk hpainq NSlmdelbd0. hl LdMJalalv0a9 erlbkenghoudgfibaaMle'mwgrhadbylllahfinn0lblml 'M did UA LjVerb, �Ta ldogder Ito d0 al 33 '.IT. 'A JO Al ]l all abh 101/1 (e)1plOboadovog69faeFVpedwbyaa flelvaa oeNnid Utadvr''sni eHB0 Massaidd, most pa. 111-11-1-1m, '.B A160{giB -', - '. '- "' Canfde)10e bfB sNNlFigesknatlo IIq olMal].bM phe9 Nol�ee loud ceNlym elr BgDl (A'f)a b6hmv'n4kdFdpe lesaihan2.O am alrb Pe0n)aort.57. v.11h0 'Brae_ - P r a tl8mrde Bmpd I'. (m) lelem tla dl pmduu vas M -. " .100. Ito, p Aky0ehellbe eeSHd5V2M1 meeW lope, ewNaedlenl, a.W101dyel' -.: a'nt'e!@III IIN'II110oB Na ld1,'NL,Ia1AlIS18)Ba •kelfl2l Whm Ieel Bkl'awulkb IneaddinMWgh ASTM E2L1, am almll Maedbd -nWFquvlrg eM eelllnp -._e�:'yt' Jv�vma�-agame e+, arv• h� lid-Mbrlaled Femd naun'eM ENx br Qbap Fp5lfna lD gppaW61hf0gWmlblibdUL --bmoad eeden(tlNIAi9 if aera4nlrenmObIXLIL')22 mfibedbpi.e00vp9d,ly: '•. 8601¢oei 40han bmlolmvf pvddnp ablJeor6ghBnpardpermenenlymwmad -_��--�ae�p -- ---- -_ ee I d{ebIMIM bn1s11PfAnieilq� MtpgW on,,yllirye meeAo le -`.._ puld;lpedidg IopmNgaMplanaadNNal;ak'ddapineVond wllo e08-' lo -a redddbtlelby m9d'Idolherhulldbgaen the sam11o1sMll b0 hkn AAlmdY --T-----�- -�_:- �_ oxdudnOPeMdxdna5uveeM lMldlan lM dllgaaup II IkaM 1 -6va i30() I (pfel'rinflufull winkl9 .J11leYNnll0aAI Wily a0a 118(1 0) seeim bl E) Add Is MU60 upba bakye a head Npbdl Batt v DOOR DOW Ins Inn v tio,ledrudMO ebal . lennbeli(Yl prodad andae bddNg end Metl womho M. dIM hpp a _ .NuaddawpilogInd,• EXCEPTION UnImmM glass aavevdA tl,a [a) ql pjphm 1,01d rimb i f) J: Albentl o111aopvM9s In as no" INeW�aaler'a Mang l arae h 4l pd6MN W14 Wssio jO h elkp yldln o IhOYMmmNW,geekeled,lVdegRllM1lppAd aO111MWh d dl4lniahNVelSirfeifrryrya0 dltXeg0lap ' etlllrelgrc - 1 i biNmdbMfdsledf IN NO 1i7 r IXdAen�MTPsa O) MlnBmalllm maledel eMll bo M611bd inlewsm OenNNregmmmenlc al Pe UBC. BhM min noInmBdpisgn ldlolOAamkb d �nl qBl - Maim iIim`�gpRT s p 4 m B T+ 9e1 Its f) bl 11UI M Heal Pompe MN dupplemMmryd hb eMh�,ea Vd ',nuc e M1eaieae ban Mre mnbolF 1: Tnalpovanlelpp4lM'nlelYM1aelbopamlM lryNmthe h ABm bed mrtdelmlbYW BI In dBBel ranee 11IN" . Metp.Bmdalp:eM - _ '. skied aX lmukaan 2. NSNkh Vw MelnlelmmmMBlammmvhd aaqq d WBltli1 nhei0abNph iW-Ist xahpb/a 1t' A ' IarpSletul0kirellpy)'nnlnlmylnepp,'eltll 1. etub111pmpOrai I (ap]rydeaSlon �neH)Onh to 111 ben M1ebpUl hplwlM1enaealbdMOryadlua aalgpleMderyhemmp.Sk112(b) .-. . pIGI.AATR3Vs Ia1W II pddeb Nd tled h "o-shen T) 'Rdddhillt101dmil . p Mnw,yenedldry bolo nioplamn IuUn.vem kuurnng '1 'nigh BNkpgey Cul ' :CholoponN high', i.. goeeabli malela gbae de0iewreang the pnitra ppeAXlgdXa.Ra6ox'" •elE29rEtdJ rylYAh SIIp2NBA W(Npp99{{kB8p0. rjMmdee xMkad 2 AmrN.M mddp ekad6•hdoA :: halbe da boplb lekeegodaNakedd.loO hebox.Hl4hbel bail daaaxn haaeeNAenaidhaPgdPea INad tNlhaded7; - vasnWbapaglOsW11Q11MOmOdBmpa - ron00aM1]nektg111ddeYS•e.' MCfiPT10N Id Be herdlilMildat E%OERPON N Ilegmmdllh d Is hit Imdawr aarlml adn"itwlliwlM '4al big tlhhhep ' .kwledp n d bf ell praNtled lneymeol 3. Ague ownp MO, 'N6TE T J EXCEPTIONWM gal lo0: Fg Dittos, or erasm. a me nUnd r¢m "am in bwot a has gain (W Solid. MBppl hDrdAh din )Mn 11 na,JIoadbyffio.41,Y tDd 2.TkI laiMIi meouleolavf In IOAo1WI Nalrl,c♦bn ,- ^ ellad,, 4. Canal(. bumbg Pool TOMagM by WO lMdoFdilfimblam alimbbxlaerkal ' r'EkFEPrI6N)a Bei - vmsn shall tlaa Ir IBV NledaaBmmvNd lP3e�Pdmr,a mpmaalfa 1501P) 'r �FOloo9rylu9�jbjP@@i1I1tp 4 d0 al 33 '.IT. 'A JO Al ]l all It of -eepWgl IIglnLrafa J) MMeang IDm Y.o NmgoA.rme ;� df~IHb h II } - it "FaXvyl mhl fr61e as BwnnoaulMa adoolLmoMeNlmaeaeiEe Mbn.dd MmahpMf Ih 1 Fuua :yal pt •: sill w10 p(yj in oxdudnOPeMdxdna5uveeM lMldlan lM dllgaaup II IkaM 1 -6va i30() I l axagD de d IUM abs . No,1W /n):: - '- + a 4 140 EPT1o1}11� QIi'Ik�B I'elmYninWtileWotl obldpdGlUMdegev ail pIIn01 �'u E%C tlfYm wyfim oandlno ed Ir .. end 10,44fog dyfia96. RAtiWBpiIfl lingyaa Oonluond bye Indian 13 a 1511{ ):. lanalb),wh Nl I phglxUh4d dinned toixddphthadlon Y16 (d). �3:OepTigllll a dYditiA'(kge pifilldndnVy �neleYe I.Md INlOhff,ama . agdrWglfddl, Nrt6ekmrol o@erkacneMebtilra.eoMideBAeBlae-- ' - CN1fanN EblYk �ade Reed mlbp liMh ealaaw YnNm4aa. '. . E dUA eNlemld dhdl aaifpm nb ah IAdb b el dwlu)apa ] P 3Xln e dnalapas OnlenlaadlJap, le bond In bambinilbn INDIA "In. � � gkd'4edtl repo .Lkrygdg fappdingbh /oregF]lamw vdddve eBea mbpbgNlM1 0 rebl bgWeaa ld g19eilkni 190,132end pl;'Ll di 1gf B eidol II pakagpemppr(pM1l III wFLMa eheq mmplyda (hoapphie onah!Mnlgfi9 1§40;131 eM 190 Wee rep aopignifialf mold mmav pdi h . da Nb .. .. - Nl9eun I B dompv MdN kr p#AN appddWhellddmi F" - a Mlflmimon lT W dNo. 'hatbaduh, Rplltllhge Pin gnllybmvda&w IiBbN,g - oaJnB1Y1 RdkIM' td aFM)Iwl Ib Iql end IdwelerFgea §}y, p nv II v.a ,rA Alonedb IIA ga wnF kaw Rfprh rllplkYM1p-eyepmp h11dW1(gP9 eyeldm KRlIee ehep hP nOm a'u°p^gYllli Mh alph )Ikew xvplq b- - 2 tNlli ezap'a At PI�lI1d aeleenibpp hygm le '� r ' :. hdeyXlemte lapel fes eb VD i�p M, Phaq tae ) p%4EPTIDN WB 14h7eo(X�el Pidpv_mryln UueAV3mNbhpraedas Ml E T19t¢ a+s G1 M�. s ] t 'Idgh em eQ!ehXl eL4xmP plmid<d lhAtM nlge0pbdad bYan pccuddO 'L x,,,,�xrr i +y, 6i i r._ r Pi TS x nrabl N1le mmPNwtai9aa16n dela). .,r. . .rf a)5dud1v1111� e)'a9e al dxm) 1'%�BLE160At ra .0 I -', -' dlellipe Bd01 11idB - ben 16BW -'aea 160 pJ - IN'1aeWpolfdnlor" ihY(I M'MIIPlkdbn 9li wndMf Mdepesi- .01 Mynow bW{bdlmp 'alpllpold0 shallinaellh fMaAlntln0L5ubmOnb hl 09ez1llb(1YdW'M++alled N, andfMAleaamm 1pny"In 1 mRda?1d noel Is - Th0 apagM'pagVonA Nell ytllrttlllg aadhanpd Our91M11h lelloniaema lipelllXPrlpnendiNgbrYldac wummfmaln Ilbmbnafifiee emblenl duhbrma lv3l Nl nlUleda aran, (Kil pa:. and tOo (B) nBiryn)a BAfr-10MNIellen beMaenxbpdCrural a mOadion(I1 maar-o.obt - 04K J ` �w i (pfel'rinflufull winkl9 .J11leYNnll0aAI Wily Nm[ Co1'polnORn CorjwrMUpN' N ra..dfxe I kttlNlle YIyy�I IreG fie, QIdLl6Tt 621 IWIf. III I I'm g6'a,4aN ' IbBb glhly )-,. ..WW -- 6Jdlr dlBlrS �:__g_ - Hlnk'h9y tll M1 m F:mMelr daleWWv dgdnfaew bp- ebdld6 ahaN bn . 'E EfiO RF6 MANE 6a 8 0.84' Le ':0 27 i:: VIM mg 0 88 E_sly'k i 1 B P4 +'-.• ' Appl (UNAL pERFfdPM B i s p 4 m B T+ l axagD de d IUM abs . No,1W /n):: - '- + a 4 140 EPT1o1}11� QIi'Ik�B I'elmYninWtileWotl obldpdGlUMdegev ail pIIn01 �'u E%C tlfYm wyfim oandlno ed Ir .. end 10,44fog dyfia96. RAtiWBpiIfl lingyaa Oonluond bye Indian 13 a 1511{ ):. lanalb),wh Nl I phglxUh4d dinned toixddphthadlon Y16 (d). �3:OepTigllll a dYditiA'(kge pifilldndnVy �neleYe I.Md INlOhff,ama . agdrWglfddl, Nrt6ekmrol o@erkacneMebtilra.eoMideBAeBlae-- ' - CN1fanN EblYk �ade Reed mlbp liMh ealaaw YnNm4aa. '. . E dUA eNlemld dhdl aaifpm nb ah IAdb b el dwlu)apa ] P 3Xln e dnalapas OnlenlaadlJap, le bond In bambinilbn INDIA "In. � � gkd'4edtl repo .Lkrygdg fappdingbh /oregF]lamw vdddve eBea mbpbgNlM1 0 rebl bgWeaa ld g19eilkni 190,132end pl;'Ll di 1gf B eidol II pakagpemppr(pM1l III wFLMa eheq mmplyda (hoapphie onah!Mnlgfi9 1§40;131 eM 190 Wee rep aopignifialf mold mmav pdi h . da Nb .. .. - Nl9eun I B dompv MdN kr p#AN appddWhellddmi F" - a Mlflmimon lT W dNo. 'hatbaduh, Rplltllhge Pin gnllybmvda&w IiBbN,g - oaJnB1Y1 RdkIM' td aFM)Iwl Ib Iql end IdwelerFgea §}y, p nv II v.a ,rA Alonedb IIA ga wnF kaw Rfprh rllplkYM1p-eyepmp h11dW1(gP9 eyeldm KRlIee ehep hP nOm a'u°p^gYllli Mh alph )Ikew xvplq b- - 2 tNlli ezap'a At PI�lI1d aeleenibpp hygm le '� r ' :. hdeyXlemte lapel fes eb VD i�p M, Phaq tae ) p%4EPTIDN WB 14h7eo(X�el Pidpv_mryln UueAV3mNbhpraedas Ml E T19t¢ a+s G1 M�. s ] t 'Idgh em eQ!ehXl eL4xmP plmid<d lhAtM nlge0pbdad bYan pccuddO 'L x,,,,�xrr i +y, 6i i r._ r Pi TS x nrabl N1le mmPNwtai9aa16n dela). .,r. . .rf a)5dud1v1111� e)'a9e al dxm) 1'%�BLE160At ra .0 I -', -' dlellipe Bd01 11idB - ben 16BW -'aea 160 pJ - IN'1aeWpolfdnlor" ihY(I M'MIIPlkdbn 9li wndMf Mdepesi- .01 Mynow bW{bdlmp 'alpllpold0 shallinaellh fMaAlntln0L5ubmOnb hl 09ez1llb(1YdW'M++alled N, andfMAleaamm 1pny"In 1 mRda?1d noel Is - Th0 apagM'pagVonA Nell ytllrttlllg aadhanpd Our91M11h lelloniaema lipelllXPrlpnendiNgbrYldac wummfmaln Ilbmbnafifiee emblenl duhbrma lv3l Nl nlUleda aran, (Kil pa:. and tOo (B) nBiryn)a BAfr-10MNIellen beMaenxbpdCrural a mOadion(I1 maar-o.obt - 04K J ` �w i ' TMEd+eLtLalAae FaB 9mkpru `bcvara -.--. --- - i - Ahs) akHee ' Reps kM:R.Vtl. JANWfirylpt �Cam1p1`.LgA•IkxV - ;_--�� _ _ 81eh5 CmxnmV - �-��- '8#LLnn�_lay .:JANPda.w.� -d Lcreew--' FIFFWBbinuaL Wh bvd OA In Wll -hI jehE IMIhl-Wagalmal wLlepn M fa NeAIIMbpm4g 9h A "kill redo leMdamlwnloB IMdea W dUm/el 1 Sed eAnd IleM vnbtllUmefmWb 9ebakel dray Wlghlpe A.M.,aemanldmeh hDaI N ie(np'dikeryC/ Ualhlwloxeya0nllle .. - ', leX0elelmNmpd mledl9 WBedor Bi lUr Ipol Mqu nwrwl ee also gokHe _ 0 �91LILL,Wa9PB'.Th CbbpwAxloa IbeahreNm asaa,v d e Imm M ntlI epo vmNNaetr dull me 1 qWd IUI. Ian ullblg P NPL - eT6w5d" 'd 11 m bit.h'Np Rd3hiI nh haeb Wdotlflemhmmembea M{ alar O.Oxe), Hlnk'h9y tll M1 m F:mMelr daleWWv dgdnfaew bp- ebdld6 ahaN bn �' V , / IM ION -5 - 111e IWm4Bwleepemlmg{M9laaatlepeodInda He pulppee ffilebnBBodlbn l6op)9, - amakil, µbo° bmbrIAlehehxA meal equNOlenlUleclor raeLVlingfrpm hulUNnOR-091md0 1m NTABLUAIWa . , ,nbelieeabvtlpd hAMremembem (LLiaaa=0.006). nl"'ifitawcNf hey bowW Md y - 9e. I5a(el{d): - q F3 ntl 6fea lunls5 B LkltrA:aN eb Iib nlah � 1,6dy€[mN aaalabU:lEawellR plJJ �I � infmkYMNXmINh)ke lryallNeO A M1 IBRIOR 9(MOOW&I]OOR•-' SaMek xplbaml:Mledbysxllrnee(� r4 4 )"':ga 3A6#NkO llloerybllpelgyeSYuTLdYMNa9ed15'gh pIGI.AATR3Vs Ia1W II pddeb Nd tled h "o-shen Y Urn i Mddelm'¢ddvpd6y aBWm :led v _1v Wo0vm SIIp2NBA W(Npp99{{kB8p0. yUp 'W°+b 'Dx'- ./0-il5 :63 d9 '34 .11- .Il Jf idRk41LAM1 bPi@+AL MTppa ^'^ .ST 5 :94 AO .d AI 113' Ai J3 ' -..andnvoHnwdraud. ` fmlx nuo .:SF V9. ..5 .0 J9' Jl'.. 1' AI dl No :nwuv nmoa uv da 3] S U .l9 Ai .M a] .fl .11 31 dl. d9 If .fid .51 15 ,5 SO JL SS. 95 •lA .6]' n Ab 'U .] 96 ]2 35 A )1 •el Ai 16 .f! f .33 :16 1A 1 AI .lF }l i1 .W .1] ] Al A 1 .56- S :39 d9 .l9 � E: .dd .f0 :91 �S bn 36 a .S "AO - 6. E ]I 6 '12 .51- .19 6 .S 0 d9 S )S. .bb J AO R A d5 I S 31 "AO LII �E d0 al 33 '.IT. 'A JO Al ]l all 'e . S :]I ]I :1 �.37 A ,1 1 3) d6 AG 1 di Ai � S ]I 3 AO 32 a r1 ,m .Eg .11 .1/. " "a o3g .. q _ a n.bxi.n.nnJ� wMndepwW,.1a.aw, ' TMEd+eLtLalAae FaB 9mkpru `bcvara -.--. --- - i - Ahs) akHee ' Reps kM:R.Vtl. JANWfirylpt �Cam1p1`.LgA•IkxV - ;_--�� _ _ 81eh5 CmxnmV - �-��- '8#LLnn�_lay .:JANPda.w.� -d Lcreew--' FIFFWBbinuaL pNa F vN J tk.a P NPL - eT6w5d" yC,ay _ - ak n3d ihI, 1 r G IHdxlI. F E bWI�P Mw. L V eE lu % EL �� _ - 1196uysc my..Xll .n.re.cwa'NM n:A�l.. o.+Y� A i-� ❑ D ttN{�dc� 5 4<f(F _ f�h�ti }�4 r � I M1F I I I . - - ". 'sCeNlflsei6l0',fi 1 n'.,; Reim L f`I:. # PB '3 ri/3 •-'CP- R Mlirldgiory Measures Sumfli &f,} )f �@�. "(pip 1uF2) •: MF4R - Y4t,va Yhn r.w A. '.Ow ir+.eb REVISIONS 1 ❑. ❑ r"4f Fl. l lVS P. NM eWtV N hwYtl Y ec �pIq aciF .-�YQY^ row. I IwX•YM N^0' '.b$F M- iYe.. ' - ❑ ' GL "EI. ,<M:.y W Yr IouWn T Sf^ 6—f - MnM CwM 9 Ptt T '�SeY m .w � t4P1WB D4�u4n - Cmtlkn X ", ble, um tl4 _ Mtimo.tit ¢�, wn. can a ei31P<r'E.t "pMpr4`P.G�ew` aYwINYxc4"%u. - m..w °`"r"'^ ll�..M N` .eh-f1•d:+w`:.�> �=b...� i O yYf ppWnYm! bJeY X\ f & :N.<w .9EECflIP11eN X11 y,� P - Q,IINIfIp Env 1 pRM a Nee 4�x -�°` In '. :D I.A�v u�iM-� qp MP ]Nll`� ^�I(iC{b..y1(�`�.uiy^ ❑ 1{T. ❑ -x �_ . IeYr1W • '-l+`in`X f.NW Mtn .�Yi"-, ryA.fpa` wA " P+mt - ..ew wfYAexwo+Avbn - l_ - .. r....., iluTv _ .1...: .. .'NVPC DibrlfldpRGN: :.IYut Te' "x- - xrtlttNa PlpF.p PD Ply e ele1M"' -.:.—.WI./:TbEm0. HEAT—IaiWA rYNI emu - YIWI TNtlt t ." va.E -.ia� _ apIl 1x9 '— T RWY "1wpY 3w. .r..Nb.m. •tM u+•w-:::I%. ❑ ._®. ❑ -i4xry.YmrwM.,.vm 4vYL�- ❑ ❑ ❑ 1�4agsnwx.Yuanro%.N' wwu.m:.ww,fn,i+u.m - ❑ lb ❑ Nbfr uYMwMYfmWYsaX M wM-umr. .' ❑ © ❑ - 1143 ��Y°M+a o.a.n.a " ' _ •YNrwN.Y�w.LrW.+vY.:..Mwmw•m.w.vx 4ifvWNmwu1v ❑❑ 0 0 ❑No4 ❑'. Y%werwMw:rt+4`.:raM ❑ ®' ❑ � '�,.zr�!:t3�k.. eeAurzp [j y dyEy � � � �� IR �d [�. ihI, 1 r G IHdxlI. F E bWI�P Mw. L V eE lu % EL �� _ - 1196uysc my..Xll .n.re.cwa'NM n:A�l.. o.+Y� A i-� ❑ D ttN{�dc� 5 4<f(F _ f�h�ti }�4 r � I M1F I I I . . WM1pnAevn4NPnix ^ly - i �\I'4 � �� s� F ❑ Y4t,va Yhn r.w A. '.Ow ir+.eb ❑ ihI, 1 r G IHdxlI. F E bWI�P Mw. L V eE lu % EL �� _ - 1196uysc my..Xll .n.re.cwa'NM n:A�l.. o.+Y� ❑ ❑ O _ ��ir_� - 1 1s 11xc+i-4v.nYryu.W :1+�NdvuM1iyrtV�a ❑- :Tdt ❑ . . WM1pnAevn4NPnix ^ly - .IfNFIIb vuiti.W'W. .s'IVEYiauA/tu �❑ (� ❑ Y4t,va Yhn r.w A. '.Ow ir+.eb ❑ ❑. ❑ r"4f Fl. l lVS P. NM eWtV N hwYtl Y ec �pIq aciF .-�YQY^ row. I IwX•YM N^0' '.b$F M- iYe.. litiva i1�}`_`-'—•— W- ❑ . T111�oP5Tbi€11eEn% - : �. 2fllYL I In '. :D I.A�v u�iM-� qp MP ]Nll`� ^�I(iC{b..y1(�`�.uiy^ ❑ 1{T. ❑ -x �_ . IeYr1W • '-l+`in`X f.NW Mtn .�Yi"-, ryA.fpa` wA " P+mt - ..ew wfYAexwo+Avbn ❑ �rw �b :G.MM.vflMnihi{S l,��yl,� ❑,v- t✓` ".. Q wrFwnp..r:�,�w' r»' ,�iv�r�l 'if` ,�" ❑ - . p;., " �- ,.., ! -. . .. ..-,PWr....u.....w+u,rw.w�....>nm:q✓:.4.:6.�� � '.o ,® ❑ ria MNu I rY.%ss� r <—J Mandatory M4�silFes 54 '. �� sa'd cdnmX Inp wn°r x.erinp n%IPldm�6lpds�gaduri`e � . ' nNb mWV�p'Wy,YI� yyp5 �Iwray�WGq'gNWuP� iltl qri ixMA�IW�Npry x4NW� 4+b - 1 1s 11xc+i-4v.nYryu.W :1+�NdvuM1iyrtV�a ❑- :Tdt ❑ . . WM1pnAevn4NPnix ^ly - .IfNFIIb vuiti.W'W. .s'IVEYiauA/tu �❑ (� ❑ 04NI.MrW t ": RY 5 t I.a J,.. r"4f Fl. ` ❑ ec �pIq aciF S litiva i1�}`_`-'—•— y 1waM.. N. ...L..ww6f�.f T111�oP5Tbi€11eEn% y : �. 2fllYL I ti ! � -'' - •' - :® sa'd cdnmX Inp wn°r x.erinp n%IPldm�6lpds�gaduri`e � . ' nNb mWV�p'Wy,YI� yyp5 �Iwray�WGq'gNWuP� iltl qri ixMA�IW�Npry x4NW� 4+b - 1 1s 11xc+i-4v.nYryu.W :1+�NdvuM1iyrtV�a ❑- :Tdt ❑ . . WM1pnAevn4NPnix ^ly - .IfNFIIb vuiti.W'W. .s'IVEYiauA/tu �❑ (� ❑ 04NI.MrW t ": RY TO���'. LJ46N1 re �� I.a J,.. �m�baY--+ii1'Ypi,aln3 :i` '. ❑ '® ❑ _ © litiva i1�}`_`-'—•— y 1waM.. N. ...L..ww6f�.f T111�oP5Tbi€11eEn% y : �. 2fllYL I :Y - ❑ I.A�v u�iM-� qp MP ]Nll`� ^�I(iC{b..y1(�`�.uiy^ ❑ 1{T. ❑ -_ . IeYr1W • '-l+`in`X , , 0 �rw �b :G.MM.vflMnihi{S l,��yl,� ❑,v- t✓` ".. Q wrFwnp..r:�,�w' r»' ,�iv�r�l 'if` ,�" t � � ; 4'� , ,. l.. y p;., - "�qi��#�«, �P.. f�`sn'r„dds.'�v��❑p,��Rr�'.iR.T '�,.zr�!:t3�k.. eeAurzp e IIi •• •, .< f ❑ ❑ ❑ /WY P ❑ . Iw..w.oma-->r....,•+.=..ui:..Cr.i....f. , : o':: ® ❑ ' - .. -flaxvnAVdk4r; f 0 psldentldl�': 9 ot2).::,. �N1FffE :-SMI. "a�M1mYM.Vwf.. - 'n aYL.nl.gv.< �' kpxwvv .. INPNw:•a...:si:olv.;•:m.Ay'iv. aO Nw uxiw�.wew�m•n�%Y4eWp :® O' . Moo app .Tm�IikanlYbdr .:�� Rn I "nau4 [ifiia Ngryi�n'•P XapmA,D m ReimP o "r �Ifll n n e �`.CjD -tail I rgiaqu . p1�gn - 1 D^ dull .ixl.. 44MnnWd y N•w9+r 04NI.MrW t ": RY TO���'. LJ46N1 re ?lm hlb A NW. ❑ © ❑ y T111�oP5Tbi€11eEn% y ❑ .•Gl ❑ o XPsrc o cs - f rr -_ Y.ueF 0 P� eeAurzp E P E iq IIi •• •, .< ❑ ❑ ❑ /WY ❑ . ❑: ae 0 y0878i -flaxvnAVdk4r; f 0 ❑i' .fd ❑ ❑ B ❑ VACBYSTEM HEATING AN0. dUI ARY- - - SINGL410WEAO01 ON °etE� gfy�X •.� OG TON AREAR00n Moo app .Tm�IikanlYbdr .:�� Rn I "nau4 [ifiia Ngryi�n'•P XapmA,D m ReimP o "r �Ifll n n e �`.CjD -tail I rgiaqu . p1�gn - 1 D^ dull .ixl.. 44MnnWd y N•w9+r 04NI.MrW t ": RY TO���'. LJ46N1 re ?lm y T111�oP5Tbi€11eEn% y 6uleWW o XPsrc o cs - f rr -_ Y.ueF 0 P� eeAurzp E P E iq IIi •• •, .< QAmb PD:{TYPYiMD F- Pwlw /WY naY nX ROOMx ae 0 y0878i -flaxvnAVdk4r; f i 6N�y a 6' .A- -MF-IRI - t11�UUUA1, E T XLdXR(aaXiS O � ;oma WW ?lm y PSIlO j5a0 SO y Z N eeAurzp �p % ae 0 y0878i 6' .A- -MF-IRI - t11�UUUA1, E T XLdXR(aaXiS Ir .;Tgl OLE FN�LrIY 9 1 0N PROJECT PROPOSED PHOTOVOLTAIC SYSTEM 24412 GABLE CT., DIAMOND BAR, CA 91765 24412GASLECT., DIAMOND BAR. CA 91765 PHOTOVOLTAIC SYSTEM SUMMARY SHEET INDEX GENERALNOTES PHOTOVOLTAICNOTEG SYSTEM SIZE: 9 kW DC T1 TITLE PLAN, GENERAL NOTES 1,ALL AND EQUIPMENT SHALL IN ANINTERACTIVEPHOTOVOLTAIC SSTINVERTER AUTOODULEMATICALLY SYSTEM SHALL EST OUTPUT TO THE MODULES: (12)SMNIYSOLAR 250W 50 MODULE MAX (PAIBYI : 250W SITE PLAN SUMMARY BYAELECTRICAL OGNIZMATERIALS E LABORATORY. LISTED ARE EQUIPMENT SHALLAVE STINGLABORATORY, CUSTOM MAGE EQUIPMENT SHALL HAVE COMPLETE TEST DATA CONNECTED ECTOMALI PRODUCTIONAND DISTRIBUTION NETWORKED ELECTRICAL VOLTAGE AND SN NETWORK UPON VOL THE E MTHAT MAST INVERTER S S EM: UNUG MOUNTING SYSTEM: UNRUCTU Al ROOF LA ROOF PLAN - SUBMITTED BY THE MANUFACTURER ATTESDNG TO ITS SAFETY. ICALPRSYSTEM AN REMAIN INTHAT BTATEUNTILTHEELECTRICALPRODUCTIONANO STATE UNTIL ALSTELSOVER STRUCTURAL STEEL TRELLIS El SINGLE LINE DIAGRAM 2.NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL DISTRIBUTION NETWORKVOLTAGE HAS BEEN RESTORED. (NEC A2IMUTHL1600EGREEE REVISIONS REVISIONS EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WTHIN THE 690.61) DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 2ALL EXTERIOR ELECTRICAL METALLIC TUBING (EMT) CONDUIT ELECTRICAL INFORMATION PROJECT TEAM SOITDOOR EQUIPMENT SHALL BE AT LEAST NEMA SR RATED. FITTING SHALL BE RAINTIGHT THREADLESS COMPRESSION TYPE MAILITYCOMIN E NY. SCE CE: 1=240 SINGLE PHASE OWNER 4.ALL METALLIC EQUIPMENT SHALL BE GROUNDED, 3.MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. MAIN SERVICE AMPERAGE: 200 24412 RAODU Cl., 24WI'L DA6LE []. , 5ALL SPECIFIED WIRING IS BASED ON THE USE OF COPPER LNAMEPLKT S SHALL BE PROVIDED FOR ALL CIRCUITS IN THE BUILDING INFORMATION DIAROYB BAR. CA 01765 SERVICE DISTRIBUTION AND POWER DISTRIBUTION SWITCH TYPE V, 2STORIES ENGINEERS 6.00 NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS BOARDS, PANEL BOARDS, DISCONNECTING SWITCHES, TERMINAL OCCUAPNCY: RESIDENTIAL SUNNI' SKY 6NOUNEERING INC. - FORANYITEMOFWORK, CONSULT ARCNITECTIENGINEER FOR BEFORE PROCEEDING. THE DRAWING ARE BASED ON CABINETS,ETC. ALL NAMEPLATES SHALL BE PERMANENTLY ATTACHED AND BE OF SUFFICIENT CAPACITY TO WITHSTAND THE BUILDING: - SF 247E MAIN STREET ALHAMBRACA91601 DIRECTIONS BOODLE MAP, AND THEREFORE THE ROOF SLOPE AND DIMENSIONS WEATHER ROOF INFORMATION(SITETIL VERIFY) TYPE: CONCRETE ROOF TILE TEL 62831&6939 MAY NOT ACCURACY. CONTRACTOR TO SITE VERIFY ALL ROOF OBSTACLESANOALLREQUIWDCLEARANCESWITHAHJ(S) PRIOR 5JUNCTION BOXICOMBINER BOX HAVE TO USE COMPRESSION TYPE PITCH: 5:12 STRAIN RELIEF POSITIONED FOR APPROPRIATE WATER RUN OFF. RAFTERS: 2X6 g 16.QC. To INSTALLATION. MAX ROOF HEIGHT: 2B 6' 7.DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 6.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OF JUCRON BOXESICOMBINER BOXES - ROOF DIMENSION ONTHE THIS DRAWING SET MAY NOTO ACCURACY AND MAY NEED CHANGE THE NUMBER OF PV MODULES. PER APPROPRIATE NEC REQUIREMENTS, SIGNAGE NOTE: ALL SIGNAGE TO COMPLY WITH NEC 690 AND 2007 AND LAYOUT CONFIGURATION UPON SITE VERIFICATION. 7.SEE PROVIDED CUT SHEETS FOR ADDITIONAL EQUIPMENT CALIFORNIA ELECTRICAL CODE ARTICLE 690 RED BACKGROUND WHITE LETTERING- MINIMUM 31W LETTER GCOMTRACTORS SHALL OBTAIN ELECTRICAL PERMITS AND SHALL SPECIFICATIONS HEIGHT •ALL CAPS, ARIALORSIMILAR FORT NON BOLD - COORDINATE ALL INSPECTIONS, TESTING, COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CM INSPECTORS SWIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE REFLECTIVE, WEATHER RESISTANT MATERIA. SUITABLE FORTHE ENVIRONEMNT (UL 9fi41 AS NEEDED. CALL INSPECTION UPON INSTALL BACKING SYSTEM. AND WETACCLOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE AT METER AND DISTRIBUTION EQUIPMENTP GTHE ELECTRICAL CONTRACTOR SHALL VE81FY ME EXACT LOCATIONS OF SERVICE POINTS AND SERVICES SIZES WITH THE LOCATIONSSEOMPANIESAND SJUNCTION, PULL AND OUTLET BOXES LOCATED BEHIND MODULES SHALL BE SO INSTALLED THAT THE WIWNG CONTAINED IN THEM CAN :CLE, 'CAUTION SOLPRELECTWC SYSTEM' 'DUAL SOURCES: SECOND SOURCE IS PT GUTOF COMPLY WTRI ALL ME UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREMER BE RENDERED ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF THISD-WARNVICE' INVERTER OUTPUT CONNECTION. DO NOT RELOCATE VICE" OVER THE BUS SIZE 20% LIMIT, CONTRACTORTO INCLUDE THE COST MODULE (8) SECURED BY REMOVABLE FASTENERS AND CONNECTEDBYAFLEXIBLEWIRINGSYSTEM.(NEC69D,34) DISPLA YTHRATING ANO: OF REPLACE MAIN BREAKER OR ENIMGE THE MAIN CAPACITY. MAXAC OPERATING CURRENT, OPERATING VOLTAGE MAXA 10.ORAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS UNLESS 1SIN AN UNGROUNDED PHOTOVOLTAIC SYSTEM, THE POWER SOURCE SHALL BE LABELED WITH THE FOLLOWING WARNING AT AT AC DISCONNECTS '"SYSTEMACOISCONNECT" SHALL BE AT THE OPTION OF ME CONTRACTOR OTHERWISE NOTED ANO SHALL BE COORDINATED WITH OTHER EACH JUNCTION BOX. COMBINER BOX DISCONNECT AND DEVICE 'YARNING. ELECTRIC SHOW HAZARD. 00 NOT TOUCH TERMINALS. TRADES. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT WHERE THE UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE -.TM TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED g- .. S'.IU- ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO CONDUCTORS OF THIS PHOTOVOLTAIC POWERCURRENT IN THE WEN POSITION." - ' Ary Rmwlttu. n INSTALL. ARE UNGROUNDED BUT MAY BE ENERGIZED WITH RESPECT TO AT DC DISCONNECTS - n1 y 'a A 11.IF DISTANCES OF CABLE RUNS ARE DIFFERENTTHAN SHOWN. GROUND DUETO LEAKAGE PATHS ANDIOR GROUND FAULTS." (NEC 'PV SYSTEM DC DISCONNECT' „ THE CONTRACTOR SHALL NOTIFY ELECTRICAL ENGINEER TO 690.35 (F)) 'WARNING: ELECTRIC SHOCK HAZARD. ME DC CONDUCTORS OF �- 7 VALIDATE THE WIRE SIZE. FINAL DRAWINGS WILL BE REDLINED AND UPDATED AS APPROPRIATE. ILA PHOTOVOLTAIC MODULES AND ASSOCIATED EQUIPMENT AND THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED WITH REBPECTTO GROUND OUETOLEAKAGE PATHS HmKf yku A '+u. $`o WIRING MATERIAL SHALL BE PROTECTED FROM ANY PHYSICAL AND/OR GROUND FAULTS'O. 12.WHENEVER A DISCREPANCY IN QUANTITY W EQUIPMENT ARISES DAMAGE DISPLACE THE FOLLOWING: nn _ 6 ON THE DRAWINGS OR SPECIFICATIONS, RHE CONTRACTOR SHALL OPERATING CURRENT, OPERATING VOLTAGE, MAX SYSTEM - 41A"'Sa+e Y BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL VOLTAGE, MAX SHORT CIRCUIT CURRENT o- L"o AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED f3'' 1T Jis" a ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE ADDITIONAL REQUIREMENTS AT INVERTER AND NEAR GROUND FAULT INDICATOR COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE HAVE A MANUFACTURE INSTALLED 'WARNING: ELECTRIC SHOCK HAZARD GROUNDED 'p # SYSTEM REQUIRED BY THE ARCHITECTIENGINEERS. LSOLAR INVERTER MUST IF GROUND FAULT IS INDICATED, NORMALLY 4• I DISCONNECTING MEANS THAT PREVENTS ANT4SLANDING CONDUCTORS MAYBE UNGROUNDED AND ENERGIZED' q � BALL BROCHURES, OPERATION MANUALS CATALOGS, SHOP (PARALLELFEEOING UTILITYLINES OURINGAPOWER OUTAGE) 'WARNING: ELECTRIC SHOCK HAZARD. DO NOTTOUCH TERMINALS. _ .��' Rouser. P' %DRAWINGS,ETC. SHALL BE HANDED OVERTO OWNER'S TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED REPRESENTATIVE ATTHE COMPLETON OF WORK 20VERCURRENT PROTECTION FOR BOTH ALTERNATING AND DIRECT CURRENT MUST BE INSTALLED IN THE INVERTER OR FIELD IN THE WEN POSITION" DISPLAY THE FOLLOWING: CODE SUMMARY INSTALLED AT THE TIME OF INSTALLATION OPERATING CURRENT, OPERATING VOLTAGE, MAX SYSTEM THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: VOLTAGE, MAX SHORT CIRCUIT CURRENT 2010 CALIFORNIA BUILDING CODE 3.MAIN SERVICE PANEL MUST HAVE,A PERMANENT PLAQUE -- ' - 2010 CALIFORNIA ELECTRICAL CODE INDICATING A SECOND POWER SOURCE IS INSTALLED, AND A AT JUNCTION BOXES AND COMBINER BOXES - - ZOOS NATIONAIELECTRICAL CODE DISCONNECTING MEANS MUST BE FIELD INSTALLED IN ALL 'WARNING: ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OFRuFyy ALL OTHER ORDINANCES ADOPTED BY THE LOCAL GOVERNING UNGROUNDED CONDUCTORS AT THE MAIN SERVICE PANEL THE PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE AGENCIES ENERGIZED WITH RESPECT TO GROUND DUE TO LEAKGE PATHS CADUINOGROUND soueclRcur' VI4.INITY MAP. NTS PROJECT HOUSE ADDITION 24412GASLECT., DIAMOND BAR. CA 91765 PROPOSED PHOTOVOLTAIC SYSTEM ELECTRICALENGINEER: SUNNY SKY ENGINEERING INC 247 E MAIN STREET ALHAMBRA, CA 91801 T: 626-318-8939 F: 6264OM698 STAMP. YJ)FES57 w Nw 7 ,'^., a Ew�12=J1�,T-�3y �,��� AU�OT' P N1BeemA,yaO CERTIFIED �~OAf49YBd A��� REVISIONS REVISIONS 41 PROJECT NO.: S126i1 DRAWN BY: T2. REWEWEDBY:R.T. DATE: MWM12 SHEETTITLE TITLE SHEET SHEETNO T-1 PROJECT HOUSE ADDITION 2M12 GASIX Cl., DIAMOND BAR. CA91765 PROPOSED PHOTOVOLTAIC SYSTEM ELECTRICAL ENGINEER SUNNY SKY ENGINEERING INC 247 E MAIN STREET ALHAMBRA, CA 91881 T: 626-31&8939 F: 626408-6698 STPMP: p0.�ESS/gJ„ �� CN Tg4,C Np� E>YO// � Na � 4 Eq+.111J3 q QfTIpIcP' °' �` Of CAt\F� ot4� ,eA1cM,�04. CERTIFIED m a Nps " G VIIOYYd R9� REVISIONS PROJECTNO.:S12011 DRAWNDY:T.Z. REMMEDBY:KT. DATE: 0TI2TR012 SHEET TITLE: SITE PLAN ROOF PLAN SNEEEND A-1 GABLE CT. LEGEND DC DISCONNECT IN INVERTER AC AC DISCONNECT zocwu. s«wYu y METER (E) 04'-0' 2ND FUR W CB COMBINERBOX 2ND FLR _ ro 9_12 SLOPE N E � � 3 ry � [valY,G Y cw wFu F i W (SITE YERIfY LOCATION) E P. y�� w (nsYMc s' Fw wnY� (E) a Z U N g n (E,) (E.) (E.) & < aai- 4:12 SLOPE T' -e V ,wr- RXQ /s (C.) � f K it T, -s' Tw 2ND FLR c - 4.S"STYP; m� ->w eca=- ter- w a D 212 4J2 aQ A!T D h To j u N N 10SITEPLAN Scale 116'-T-0" ®ROOFPLAN Scale 114'=1'-0" PROJECT HOUSE ADDITION 2M12 GASIX Cl., DIAMOND BAR. CA91765 PROPOSED PHOTOVOLTAIC SYSTEM ELECTRICAL ENGINEER SUNNY SKY ENGINEERING INC 247 E MAIN STREET ALHAMBRA, CA 91881 T: 626-31&8939 F: 626408-6698 STPMP: p0.�ESS/gJ„ �� CN Tg4,C Np� E>YO// � Na � 4 Eq+.111J3 q QfTIpIcP' °' �` Of CAt\F� ot4� ,eA1cM,�04. CERTIFIED m a Nps " G VIIOYYd R9� REVISIONS PROJECTNO.:S12011 DRAWNDY:T.Z. REMMEDBY:KT. DATE: 0TI2TR012 SHEET TITLE: SITE PLAN ROOF PLAN SNEEEND A-1 O2 INVERTER SPECIFICATION .. � nZ": •ter -: I EXISTING MAIN SERVICE 406 > 13.956 O.STAU PANEL 2OOA W/NEW 60F PARALLEL CIRCUITS: 1 N0. V STRINGS = 1 MAX VOLTAGE RATING = SSOV PV SYSTEM MAX AC CALCULATION PER INVERTER T6 OK TO INSTAL IRAN -2610 O 206 BAEKFED PV V.. = V I BREAKER 7 AC DISCONNECT IN NY' R LOCKABLE FUSIBLE Imp = 8.3fiq PER STRING DISC SW RATING = 3DA/NF 2,718KW • 97% INVERTER EFFICIENCY = 2,6MKW(CEC) SUNAB C�MBINER BO% NCS ISCRONNECT wwrbMASala..mm bMASoiwT„M1mbpyA4 O PV MODULE SPECIFICATION SHEET nazoom ii I Mt iz CU $10 EGROUNU 40A • 0.82=32.BA > 'LOA PV ARRAY WFORMATON COMBINER 8W RATINGS OUTPUT CALCULATOR: #1O RATE 9WC-406 To .�L -zitD TEMPERATURE DERATING.95A O.SH EXISTING MAIN SERVICE 406 > 13.956 O.STAU PANEL 2OOA W/NEW 60F PARALLEL CIRCUITS: 1 N0. V STRINGS = 1 MAX VOLTAGE RATING = SSOV PV SYSTEM MAX AC CALCULATION PER INVERTER T6 OK TO INSTAL IRAN -2610 O 206 BAEKFED PV V.. = V 2.1 BREAKER 1,L T(� ' AC DISCONNECT IN NY' R LOCKABLE FUSIBLE Imp = 8.3fiq PER STRING DISC SW RATING = 3DA/NF 2,718KW • 97% INVERTER EFFICIENCY = 2,6MKW(CEC) SUNAB C�MBINER BO% NCS ISCRONNECT ® ACCESSIBLE, NEMA3R . ® rum 11 12 IIA5CB - Imo. - 8.94A " 125% = 11.18A OC DISCONNECT RATINGS A E 1 ti ® NOTE'® ® EL „13 TMflEST AWAY fWIRLL0A1 MAPBREAKER1$H J�IEI YIDAWG CONDUCTOR SIZE IS ON DISC SW RATING = 30A LABEL 13. CU NO E: 1. GROUND ELECTRODE CONDUCTOR MUST BE PROTECTED R00 NOTE: OC MAX USABLE INPUT CURRENT a 17A FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR INVERTER) IF SMALLER TEMS IN USE ONLY A WATER PIPING LINE DIAGRAM THAN y4 COPPER WIRE ((NEC 250.84 B 2. GROUNDING ELECTRODE CONDUCTOR W1 L BE GROUNDING ELECTRODE SYSTEM, AN ADDITIONAL GROUNDING OSINGLE T uuDxaT BUSBAR WIIHINXUSTED EWIPMENT (NEC 25064 C) ELECTRODE (IVEN .E. DRIROD SMALL BE PROVIDED (NEC 20.50) PROJECT HOUSE ADDITION 24112 GABLE CT., DIAMOND BAIL CA OHM PROPOSED PHOTOVOLTAIC SYSTEM R FCTRICA. ENGINEER: SUNNY SKY ENGINEERING INC 247 E MAIN STREET ALHAMBRA, CA 91801 T: 62&31 &8939 F: 626-408-6698 sTAMP: eR��1Au. .T Mo. 7 m y F.AIZ}L-L3- V%q �EcfR\4P'.ST. �WCAUF pA�AyPA1CAITB� '41 CERiIFIED m 6 WHVy � V �ryO74FlDryd A��� REVISIONS PROJECT N0: 512011 DRAWN BY: T.Z. REVIEWEDBY.R.T. DATE: 0712712012 SHEETTIRE: SINGLE LINE DIAGRAM SHEETNO: E-1 PV ARRAY WFORMATON COMBINER 8W RATINGS OUTPUT CALCULATOR: PV MODULE RATING O STC #OF MODULES IN SERIES: 12 STRING FUSE RATING = 15A PV SYSTEM MAX DC OUTPUT: 25OW • 12 = 3KW MODULE MFR: BANIY SOAR MODULES MODEL: CES-6M25O 60F PARALLEL CIRCUITS: 1 N0. V STRINGS = 1 MAX VOLTAGE RATING = SSOV PV SYSTEM MAX AC CALCULATION PER INVERTER 7.3 Vo0 = 37.3V VOa (12) PER STRING = 32.3 • 12 ` 1.12 = 501V (1) SMA SB3000-US INVERTER V.. = V Vmp (12) PER SIRING = 29.9 • 12 = 359V AC D15CON ECT RATINGS pmax A(CEC BARING) PER MODULE - 226.SW CPUC) I, 6946 Imp= 8.366 226.5W • 12 MODULES - 2.718RW (PTC) Imp = 8.3fiq PER STRING DISC SW RATING = 3DA/NF 2,718KW • 97% INVERTER EFFICIENCY = 2,6MKW(CEC) lac = 8.946 PER STRING 0180 VOLT R6TNG = 240V INVERTER RATINGS MAX SYSTEM CURRENT = lac • 125% Imo. - 8.94A " 125% = 11.18A OC DISCONNECT RATINGS E SMA SBJ000-US INVERTER SMA SN GGG-AnD MIN CONDUCTOR AMPACITY = 1118A • 125% = 13.95A DC DISC GFCI W/IMAX 1550V YIDAWG CONDUCTOR SIZE IS ON DISC SW RATING = 30A LABEL 13. OC VOLT RATING MAX DISC VOLT RATING = 550V NEC 690.14 C 2 ANO NEM 8.3 OC MAX USABLE INPUT CURRENT a 17A NSE SIZE (CCPD) = 15A PER STRING NON FUSED PHOTOVOLTAIC DISCONNECTING MEANS AC MAX. OUTPUT POWER = 3000 W M40V SHALL BE PERMANEN" MARKED TO IDENTIFY AG MAX. OUTPUT CURRENT = 16A - IT AS MPP] W. RANGE = 188V - 440V MIN. AC OWD = 16 " 1.25=20A OGPD USED 206 BREAKER NEC 90.14(C)(2) "PHOTOVOLTAIC DISCONNECT 1.2 OCFA FOR DUTY OPERATIONS' CALTON! SOAR CIRCUIT DISCONNECT NE U.35(F) (ART.690.35(F) CEC) NEECF 90.53 PHOTOVOLTAIC POWER LABEL 14 NEC 690.5 C WARNING SIGN AFAR THE "WARNING. ELECMICAL SHOD( HAZARD. THEDIRECT SOURCE SIGN: L TB GROUND -FAULT INDICATOR CURRENT CIRCUIT CONOUCTIXS W THIS PHOTOVOLTAC OPERATING CURRENT = 6. POWER SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED," OPERATING VOLTAGE = 3599VV SOLAR BREAKER "4WpRNING^ MAX SYS VOLTAGE = 501V SHORT-CIRCUIT CURRENT = 0.946 FAULT IS INDICATEU, THE FNMMA�y ROUNDED CONDUCTORS MAYNE�G69 .5(C) AND UNGROUNOEC.. (ART.690.5(C) CFC) ��D IABFI 7 1 I1 OCFAC) NEC 690.17 WARNING SIGN MOUNTED "WARNING. ELECTRICAL SHOCK HAZARD. ADJACENT TO DISC SW. 6UTON: SOAR ELECTRIC SYSTEM IF A GROUND FAULT IS INDICATED. NORMALLY GROUNDED CONDUCTORS MAY BE ENERGIZED AND NING•• ONNEClEO UNGROUNDED." 1 OCK HAZARD LA_ULL3 CH TERMINALS (ART. 690.fi4 B(J) GEC) FLOAD LABEL 3 BOTH THE LINE NEC 690.54 MAY BE ENERGIZED ON� ryhRIOR AND EXTERIOR PV N POSITION CONDUIT, RACEWAYS, ENCLOSURES, IWARNING, INVERTER OUTPUT COIJNECTON. -THE MAXIMUM AC OUTPUT OPERATING CURRENT= 16A" CABLE ASSEMSUES AND JUNCTION 00 NOT RELOCATE THIS OVERCU RRENT BOXES PLACED DEVICE NEC6 0.64(B)(4) EVERY 10"(1.1.2 OCFA) Lei NEC 690.54 "IRIS SERNCE 6150 SERVED BY A PHOTOVOLTAIC SYSTEM" CAUTION: SOLAR GRCUIT "1HE NOMOAL OPERATING AC VOLTAGE = 240Y NOTES: 1. OC ARRAY CONDUCTORS ARE TO REMAIN OUTSIDE OF BUILDING PRIOR r0 NSEABIE COMBINER BOX OR FUSEABLE OC 015CONNECTNG A MEANS. 2. ALL LABELS 5HALL HAVE 3/8" HT. ARIAL FONT. WHITE LETTERING ON RED BACKGROUND. NECt .14(C)(2) PHOTOVOLTAIC 3. ALL LABELS SHALL HAVE CAPITAL LETTERS. BE WEATHER RESISTANT MATERIAL (I.E. ENGRAVED PLASTIC) DC DISCONNECT SIGN 4. ALL LABELS SHALL SHALL BE POSTED ADJACENT TO EACH PV DSC. AND INVERTER TO INDICATE "PV SYSTEM." S. SIGHS 6. PROVIDE AN EXTERNALLY OPERATED KNIFE -BLADE TYPE AC DISCONNECT SWITCH WHICH IS LOCKABLE IN INE WEN POSITION. TtE +'PV SYSTEM -0C D15CONNECT'• DISCONNECT MUST HAVE "OH' AND "OFF" VISIBLE DESIGNATIONS AND IT MUST BE DIRECTLY ACCESSIBLE AT ALL TIMES. (NEM 6.3 AND NEC 690.17) 7. PV BREAKER CURL BE PLACED FURTHEST AWAY FORM THE MAIN BREAKER. DC GROUND -FAULT PROTECT IN ACCORDANCE WITH ART. 690.5(A) THRO (C) 8. DC PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED PATH INSPECTOR TO VERIFY GROUNDING BEFORE THE PANLES ARE 9. MICROINVERTEA GROUNDING CONNECTIONS BE ACCESSIBLE TD CITY PERMANENTLY INSTALLED. 10. ZIP TES ARE NOT A APPROVED METHOD OF SECURUNC CABLES OR CONDUCTORS _ 11 RPFFR TD OFNFRAt NOM49 ON T-1 FOR BACKFEO BREAKER SPEC. _ PROJECT HOUSE ADDITION 24112 GABLE CT., DIAMOND BAIL CA OHM PROPOSED PHOTOVOLTAIC SYSTEM R FCTRICA. ENGINEER: SUNNY SKY ENGINEERING INC 247 E MAIN STREET ALHAMBRA, CA 91801 T: 62&31 &8939 F: 626-408-6698 sTAMP: eR��1Au. .T Mo. 7 m y F.AIZ}L-L3- V%q �EcfR\4P'.ST. �WCAUF pA�AyPA1CAITB� '41 CERiIFIED m 6 WHVy � V �ryO74FlDryd A��� REVISIONS PROJECT N0: 512011 DRAWN BY: T.Z. REVIEWEDBY.R.T. DATE: 0712712012 SHEETTIRE: SINGLE LINE DIAGRAM SHEETNO: E-1 GENERAL NOTES GENERAL 1, mxLRWIDP SNVL POO,.W. LuErs WNDpWN IN ME FlEIO. Y. fern e, ANL .11 NL...' W ME Jen, ]• ONES. cer. tan' S1AlE .. � WIM As... A NP RMF/FILDfl FI(]'AMX. Dusue..ACP E. W(IHIF Ar"NesNN . NA DYdSY'LG s(E AKW2CNPN, PuBus NFg4YGL MN MIPMIL dWPo#i S mM0.WmR SxW. pesec rENPCXMr WECMX WAXB AMo 5 WPLN ALL WEN N" PNW.Ut WCWK.MmpaY. °Po SIWMIUPAL SIAA'NY OP TF Sr1NCNBE CONCRETE 1. sesecF . B W (XE 60XX 9NLL W.K TXE Fc11NPXD WP]A]E mxPXESENE .PENDIX Ar ra KE. v ars MWMCN mNC fn PaNOW.q SPECLL MPllxOX W.wmw mom. npB aro- N. REwD SW CX EMBs 3sOD IPTA Be, We 6GAi. pIO ZSBB WA] NT We C]mE wL ]WB xMD Rmb 2 CWBABL CdEM SWll TAPE II . RNKO KBP-PN BI Esse 3. YNNABB E [PABAM cos Nr1111u1U n5x]L ANL BE K ressese %sc) m],cREN ACKui umi IFessel --r A, Ans. OF WMA SIRPMiWC 39PM SNFME--Yw.I BOB s. II, NAIPBOI .EUPTAC6 --ON. 15 M)s A. N�m+aiu MANE To Exv° n BL 111INf fpwPwL4N1 rtP1ACEuo DP INsmigTmWlPesX .W[�N� �PFSSN44 PKFIRE (lc.. flEUIP. lB ME YM% K AiXYX wI bR dp@Wf WPo ce, REINFORCING 1, A4;,AscwD -,NUL BE On, SIO[% DEIDIWEO BIP3 LWmNDW re ASFN MI4 ....Aws D.). E, Asee , ND, low BE BABE w)FIB DRUM POPE AND slslu M. TO As; AIs` x APEFL'11R MND O WNLA, A.. LeF £ 4. A.E OP Ntt W1FpW. MEd1 WY 0. µL Y. N]p5 YVJL N END[ m.. 0. no IqV-meAE'E WVNOP. wN rx e]- H mi�em nes rmoe M.ME UMIgYIEM: /. u'YA RvUvi M 1 AILI �MbrDPBe I.TE: 6PWE W N 1.]DLNSWWM1p0. STRUCTURAL STEEL 1. sTPucllxN.[6 Yw1 -Mmes TD KN A10. x. slvx PRL . cavrwRx )B Kel w ."Be N x. SMIMM1NL N&lID 51WL ..'A KN AW 1. .. NL DM1R W4.PEL YDOEDS 9WL COMDx4 _. nBuse se M'D BAEVMN 4W1 WIIPI, MM FEE 4x"51 AR ness 0. NL sKkWMI SIWA ME M4B N Be 3191 BE xN6m fA&I ,-A ARFFFeAu, D )N 1E'mFD ef'Wu 116, uses cD'iDNpIR mSPECMx CF flosses D - YEPmmA M1gXA SNR DE P.mA.. WPD Be DEDIKK MC cNer's 1N KCOPD4AB MM "Bus, P,AAAAcDAer bAAE POP ec MO ores WFAOWc w ouLDND neon ere. a M 0 EIECIBm6 SI Nu DC Esue, E. SW W dU B EM41 K SUDWIIN FO ME NNINELI AVD EIxIICNPl' EMWip MM MHiWAL SNIL a rmKllE �i , W�P/°L� 2 DM]Wp1EMX.M TO REWPF or APP#AID sNDP ORLxaWs lU EMNE =p1l&wades s WYPEafoMTOO...0 ]uE AK waEDME DUnOw4 FOUNDATION 1. ALL oo seo ceo SWL Keen. D( ME EN. News, ores, T£ [MCPE2 6 PWPm, 2. R 9 4W Our mP lME mMWtF45 FO VeTtY TNT NxNNitlx4 9WA1 PY ME .pUC1UWE PLUU FE, MM ONOIAKKa: 9NAN r,1 Me IWaILVVEt°Y Nu NB.4, A OB"O' Me ..FA MB KCP WMY6 DTDnm 3 ME NIAu&E BFMW .'s .16M PA Is ve. BOB mNM. DEVGv. wDOD ` T'r¢�(a tlMiAL weAn BYAsNre�.m maND r n rwoLvua A .W3 AW PLOfS -- SNO BP1DE 9. sae Na PNTER res, DPItt uA. c. BFIY XELDW MD ro. -- n N.nw L SISICNML PLWNOO E1WL BE aQLEF APA PAI -p] NN SM]L BE DnOiIAP WE Bes sO 1. ABOE NnM tour P.NE AW dMXW. se Ispx' slm.luwE I vaM m rn.N . Ase ONE, IsM ON, ARmMNJ P. EW Es O 6' - 6 aC unsecro. elx 0.C. s.N IND GPA ,As, P4 {IWR µD A..CX , N...) USE IS/]x' re , I NIIN Iw CV WON ILLIS Beer, 33/1.3 I- Ben...a'01. r e. O V - 0' O.C. Iseses,( As. BE, sxYA Lac GPK1B' . FN 9F S NL IQSI 51WL BE LX uINH N iFAN uNLP]u Nxa) N. P�"E0WL14Y MBIEO m .lam RUUBERAMJ a�FC1NMc SINLL [16% ARUC11EiI.L fl/!IS mfl NL UVBR. SIEfl9. flC MFXELA..I2 PYM SINICN,UL NEUMPs R IYAES iDR BDIS 9 - BE 1/]r, ec 1/16' IA4DER A'A n es" BOn6 KD IMS NL BTRL SNLL C Feeems, P.A TO MMM1IP 1. p1 sre, KYNOm. 0. LLWYW LEGse Mf i9rt xz4 SNO KVL Y ID'. EWNL NFNMPo fN 10' 1D xV. Eu swL BE IrsED. Au euYwo wNL AN, swu BE agcl®] xN+Lo.) i. SFA9WD WNIS M9 A.,FO. PHIS SVP AB IO . TN SIDPI6 AOwE slwl eE Als m¢• O.c, ry.N.O.j see Nx BE 1]sm AlN LNV DE Ns. A.6. mWLE.pfiIZWOFANLPNLWE."Boe"Ars"EO 10 MYXIE REHABS wpd L BE VM M 12e UYF Ase A - (U.xO.) Ia LI sdlD BIMtl.YO HWL BE PVLfO BfMFAI AIAs MB NFIY6 IT NL tap S 1, POOP XLSTS AwL BE BNCX(D Be [FOSS SWDCO D B'-0' GG EwRr NWO sN0 GH4 MNL IX1GUP WaLL. AVD IMfIWP `II PIA1xINl BMALL BE BRYFD MpM IX= LT -w BNC6 WDX ]-W NVIS ED FAM SeIJ NIO MIN AT wtBO RS PRE DE 11 .w e (U een 13. ASL xMIN] SIULL Be MNE w ]GmPWHCf MITI ni awIWN PNMNr w ME ICVS mM. Mn BIWS eE OOIIE MRM mXYDX xVLs PYv (uxes). 1E. .= A.. NNIS. M. A IXIF.. ABMs NA so- AW s. M All O=esse. PL. AE 51YN1 MN1]owOAIM1 UST WNL MB WW Jut NHxsECMxs. IS PPBME ewes!...A. WBPoAreosu. PKN SNFM-0.L IB. PPTiOC mUA4WY .. NBNC SIP. YE]IpFP. 1]. B.IA NNL BE UN IME0 BGR CMNsues N ASM AI NE M](L 5NLL BE BEI. M mwlW.11 (CCNCPEIE M BYU) YdIH AB`ase P BMR W1 WRE 11L.A-O'D.C..M IIA 4@9AYWLSCW. Bf UAEO, AT SILL E]N, Be, AG 9VLL IBC11f➢ MIIM IS' PN Hw IfSS TUN i IXWEIFPS OP 4-0/0' iMN ME BILL EN0. lu. c.VM WAI SN41 eE 3AF-W Y'/OF, PN -ONBBVXI DF UAE TPE LBNS P ...WI Be SOE FNE OE V BAZ WRMOS IUMiPlLI611f MD OucerPE AsnueE0 M. "BusesNWMGTw Nous.. ..1.IE�OII0.E 10 COPE.aV A. PXCEEWAE N BE 511s. Be wx seusee Ann PA.. ma1.M. 30. Et E. IUVE isee. Be A.. T NS EWES OF ALL SMEE15 N s. WAYS ALL WPMNFY MO Be. 1VJIIXO HWL MW]E WYWN NO pLLYIMiO W%NNLS. NNLNG BCNEDULE-NIMNUMREOUWr3JENf (UN0.) NL NHLs A.E BE m4KM WAA W 0.YVN,4[0 BOIL JD6T TO SLL M DWDR (IUE) 1-1W P.BP;MN. N .Msl (IOq To - M. FNT 4Y P]N.IDO (FACL) zWplr vessrs mo D04W(EM) x-159 E BALD I.q) sdAN' ABV FEE, BAB s PAlFS 1fA[g 2-1. MP Mrs F. IRB IIIxP.['I.N9 IiME) Z -1W CHINIXM HFI. P. As NEC6 1 16' mW- JDS)S l0 P. QOE) mXINIpVS NFIDFP TO Beer. 4w CgNB J0615. 0 P e E AuenRA (PILE) "-161 CFONO JIRB15 TO Pon eU'IFA4 IFILEJ ]-IBC PM Ax , Purz (]AN Abd 1' 1. N fACN EM) KB PLR (,A- 1,Z-eC l -UP N FUN ..- mol-UP FNOMB T16C 4Je.T-UP CCPXAR 6 . AMI' &0.T -W CIRNA ...-Au. 111 IF DB Y SVL. SN EAR WALL SCHEDULE nY« =.a 1WF NTWN. PA® N NMW anIXP WLT. -.I 91EM �I/YPL, LY A 9, 11 mNY RBa D/s'Oe'-0' I/tKr AI 1 IW Pe'YIDe s/e'0eA' ®1/YPLr EFI A IWee'FOpY Eless" 510 A3 I/YM1V ET 1 ores e Y s/0' P Y -Y AAA ®1/YM1Y.1 1 Na O Y 6/E' a - 1i0 EIx N -Ir e l/ZRYA1 tW s]' s/='e,l'-C co,•9 1/YKY 4T Z 1M a3' S/A'01'4 aM 1]N 11 " 1) ASL SNDS 10 NE Ie' QC lur 4) MY R .w YM119 QG w MUI SM]gNNO PSYMVBY EMEE 3) sets . T Z' 0.C. S. BE M... 0) A. As ere EIIIV' c )MIET OM(e). s) ME M'CNN WLIs sIWL 1NVE E PUIE xM13ww Ase FAC" N A µD N. S_W11 BE M.HIFNED JU. PROR 10 COL9Iso ME Bou. Pia9E J a]yl/L' PL NTNEPA. B[LT P1TE B A8 i0 W.K 9' EYBFBYFIrf WL 4S y,E ] DSE WW.N NAL9 W GLLVAURm W%xP. _ A 1/Z' PLE D6EKCE fW KMWO BWNWAf NVINO A i(1 rS.3 D) 6']L PUTN" M2 E 1 USE RX . $' Ill O1MAW TYPE FEE ] Ner IB) WE ]� D] wNLm Sax sIaAA xAu DESIM STRUCTURAL DESIGN INFORMATION "T Y A.Pe RWE BEID IDN le. xl sM Eml IFA. aD ,A;7,- Be SA. Del 1.1. BE WSq MNO IDRB 05 WA st 51 I.6s, 0.D .A. fKmP. lA SnMC B6eR] Bece", R WAo EXAMA RE c sF0.rvl.' 91E AAAA B zlz BE.andwrr X Issue MiE11E 6W''OJ wg1MD aR a1fi0 A. -Ilex NWYsa Pe Ryes,erMu. IUWt rpn6E esusens, su"s, IJ suesee" WEBB BEUN IDN eMPwFNx wD N.OMIISe.)DIBJRLi0.]R (B.A-D.lasae)wo.TAc (IAHI.I M,)DNTKPOA35pE AMa.m eves, IND mYBI tO.P L.v % .ua6 (13famdwupE /Oe-oasa.pa. ADDmONALwOOD NOTES Schedule of Specie) Inspection c ME ABcAY Mou SWLt BE cx ME A)NP aP WR MM[D ZD PP¢EMATM-]REAim AM MV 9WL INELWE TF lousesO wIOWNTFlIx pFNPPI A Or r co. MW°,A A`A, W.11s, VIM At nO. eNumn hMe:s )IPE OF P. UStO. 4pKYN pP6WrgA£ ABAB 1]N(PCP).17:0 USE es MEUI NE C Xd:wlx m,A-. AA,,. F ngNrM.. %XIMIc( R nece), WRA SFA 0 To As. ME PPCOLCT VUS iPFAifO /ore Rewe, s", P . pe. X A.. ye rep+3edO:e npla mtl a wnlmrl hevmn(e dMMEDNED BuENAIN ACOA[!. Ndw . u ul A WSIUA, ...A OF PP6EWAlM- .. Ose NP.1 BE 1. OS . EFIME BEPO A. -Ilex esnu. Be, XSVUICX. Beess N.UL BuE1L AHD nAW eB( IN OF OIHEe VA'IFf644 NNW Xplvud X Ue WYWdele edumn b deeds enhee'C' roe1F°ee+ a USED IN welBz'U LO -A. T' p:lape ww[IIMv. NMA 9WL SE OPMH nOEA TO SIBABAI AN HOi UhAMIftL P- d. E61MEPc iW PAESAVAla2-1P41EU ANO ENE-P[r6PIIVe-IPGiFB NBBO SHBAO BE - OenWn - xIM1Y U^l k eNher a xe-Yne veNJly m -e Mese I[W mry BiPPm ZNc DLLVA-ON DTEEL SIUM/.n B 9YSBN 0E . a4 VPPER. Be Ir deMn F wme eller mmeer ALL �BW. ne,A (OR ]AL -FAZED FAAIFIXAS A. BE AL'LCPAe YIRH ATM A I S] ,$ M fcP WMJ IdMYLn0.5 =NJIAD DE AA P0U&iL N I]IRA 16HNCY PFPoR1 Mdllknd dNeL ,•pAnp FRnNsa .1 1.0. me prvNLd FTe Pmkcl epeahelbx nein en Ne IpeFpt EVDO MAIL BE 1. OR IESA NR WMAEB MO me xsr. s%lLL BE I.. Be 435 ACME OM1V MB ..1. W ..W YMTEWLs KSS S1PPoPe. BLLB ..... EIWL =E Aume LV RN CNE BBM IM' Tm As YME . mw AWAuru..N DE 10 IXC. 1-3/4 mFMNOFO A O es N.. BTRUCNNALI3PECNLMIBPECIX)N PROGRAM PNWml AAAAMM: 2M12 MIL BLEPAWOND &N CA .1. PFAMIT APR. N0: . Sp NN ...... I• Im ye° Ms"o M -,l,.l d wmI EC ADDAPPEN Oss'. Tp Be Gets," NAR -I: cwleamlW I,teme sseF,A.l EAALB,A: 2 V NI EINsYNRRNO INC. P..; 0R6-298-isw NO 62e-573-6111 Schedule of Inspection, Testing Agencles, and Inspe-dols The IeAo-1179 or. Pe so, ae.d . mtl ipe°bl Asset- Pdt .1 Art no -W N eman Id. unll IsP-...k a°k[L peapm.63Xy Rm M6wL TY¢AOM �md . Sp NN ...... I• Im ye° Ms"o Ta A. O°tamN=d x III Yakr& A.LE Tp Be Gets," e.nNd eI1�. vpye cwleamlW I,teme To Be oeteI mk To 9° oMa.mmed e. A�I�e wN rmeMeb vmgM W ImheU Seismic Requirements (Section 1705.3.1) F:7 elme-I:.1..7 dmFgeelFne m Da sNlm I]Au l='-':na.m . Wind Requirements (Section 1705.4.1) w.vipuu .1 mel rM-mw.rwYlXq mlemme a.r¢pl.a NAd rwNuq penmY we}n le 4We b,peNMr F wvea.e rM 4.Ibn 1Taie1 SNm boor Panmt lnr xlenl el me mel •Fd-Iww-,wF1Xe aNlm, -d rba mb11nD paApme,nN b a1MM m mm. wmv Is P. mA.wenm eeF.wdt VailkaYon and Inapectlon C P NOBB TAle f)OAI- vale CBlwburLan BbUle w.mwu'm . Naw„ 1. nmN eIl:Aam. am-1. ° x z NgeN Dab m De w.N veeln. w x e.nNd eI1�. vpye d!eN v 4 b°nsDwnp"I mk e. A�I�e wN rmeMeb vmgM W ImheU X N. . F. MAB ma m [-1171 tut. wd tde.MIamM Ns-, Wpmlwe °I W remelt Memba ehr..elNeemr. beelbn. II wnW °!°A, w MNvae % llaema. ra vMa Rpswlbn leaeq,w. Osle.l AbmeM F,eme D Nd 8-10 Fmme DConmle MmneM Fmme OMron,y ..-I Fmme Dome,.: e. ;Adkn M muFlmmee e1 .psMM aMp mdW ma le.,Ip, w u.se,�.n % a m�I.ssae:Nv mmed ekmmb ma awmMM. F pnadn°e aN o30rcra° Oel.N tlxR ®Wood Dome-: wum nDAz 1X9.0- W ml A4 1701 w-Elkt 1]19.6.1-N eels wdd e1. w0 UDMee. nl e11wUN OU:en 3. BumN9 ma,A.a ul m�M ImJ �x ; a�XOi w sqN dbnae. -d ,AN n. xYmem el N.bA., M.A p. DP..NF b.lxe- m.umm. u .mn ew mtl el .dee mepFt T.Sb 1]OAT N. wUm el5epa 1. Vwl(y mxlMdv NN ImlMg. we MCWele N amxa. u. e.Dee D -m .yarn dN V and Mw aAM prpwemNMaa E, WxIdwINT ed InWp pl unbd o - mn s. vmpr.ae m wwa mmaNt awew. ma IIIAUtlneew duNp Nea^,mt ad wax et mTualw m % B. Pda le Nxmwnl el mT1,eDPL ne TM tlpl A Prro eb �WMNy Me x 0em VMI -11- end NepeetOA C P Nolea FOAIo- a ea fn -Rees -1 e CBlwburLan BbUle 1Inpd adex hY atonMu rIN Ne -- -- rop � meA°i �°m m 1717- aY M ®Eovting. E OO W°N. PIM Dept Feoda n 0.1.nn %b, Bea. moms DSbppl,/R.wnAnB F.IO.M.O. Mlxlde SPIN Alehon. Oe.em: z-IIIYII.- 'Fes.- 5 vMry FnuelFn el a- NMp ma Mx gIYDIM. A PY KN EWS wM .d A.d. 1AIAAXX3maa A. VMN avN1Y °I mmlMtl la on(wmmee Memba ehr..elNeemr. beelbn. ABB, Kea Ire -x11-7 aNpl ma 0. Tat MCYn/vAeWma ebery. Is _ Osle.l AbmeM F,eme D Nd 8-10 Fmme DConmle MmneM Fmme OMron,y ..-I Fmme Dome,.: Swtlm Ow.la; E-AAAB Yulk ed Nlunxmnl H'Retlelmt 17x.12- Ealwlw FWel6n ma MIA, AAOsOO BPs) o30rcra° Oel.N tlxR ®Wood Dome-: w.t]-Allvne may lune -spm caw set A- 4embv else, wnlwNr, IseB.As es -e Rnldmn OU:en aBSs ILII- AURmGa al., ,-. ma PW mNmWe. - Wma se.lI 1. IFAA es IA N°Nv sIons, el elxnm 1.. e FAA abmk-INeeubB DmNo-AMI, ma Mna z taped . , .1 Ix1mFe el I.F.e aWn Pe xMnR- fm.v�nmW9•.SxlM1m Fel°eny A, mM NWWpSmv. aaN09ea°pwdn'tiAapxe, 1]w.} NAmvImN cem M -Is Inyed llecllm m0 Ne1mFp el MMw dM • N mese % Nepeel ae[Ikn ata D] NIwN• rcA IxImX. -Ndm nen-DemNv WN Nv+Fv ems Pe pet. Inm.P..t NmtFa ma Inlmbq el F wb, sora .A x lMa'^^ev ngM1F9 more Um 5 wL 1]0., YxAm%d ata xlktl Gm Nle 1. OOm : -x991. al .lwlMa pupind 1 gmry e1 dma-DY Pmw a 7 x 2 Ings) mtlwuge al n--werym11.y men % . aN 1.e ,AFuWeUm el 1IngeA PIDF9 mde1M mvA -oA. 0..N s mmmexa amw.W.m Ilyvx N. iBy 17177- 1. Mel Iles u°',bNi.. .1 BY. -1.. e1.M A. Mx'eiq+vea er s°aea1M 1nm.; 1. Arv.WA eNemxen k raBRee Ia PD ebufim °I l mlem 51 weu0v:ee xTD WD 110. $nu[Iw°I eD.rinuue : me v"nW eNm.lne eLmem..d ore . t.O N me .wuuml ml.m °1 ebdPw^I eM.Pr:W[uem .Nan mN wm Ilea .IrvrDve o wwrd 11nlemm�[e 1. °pp Ne°pMbn rtgNrtdNalerNeY.g 1'nmp�erlmmm are°iMimvw:�^en'e e rayu+le5b ra lgMwM z. Me wmnv kMi llm°1b'n.'Te :M'Inn� ur° Ovmllll�l :: & Asea °MI'[e° rtd A, On e We el Gtlfvmla lis 0.p -,l ul Z. eM se., As-- M, DoA Ne el Ne :y%ev er erclJlrtl rtryewlDle fes Ue eAZoud eeabn Zn Pry we WepWenl °d Pr wNle[la. A. M. Ymem,e ee.e.wr .nee gWJe trl4nu of empl%meel ly IM ams A INIv Imm Pe °mv a e eery of IDs o]rtement Im IM rmrxra Peu>Mp Fepwla Dem.. ue 17 me WIL )M .WevbamM1el.wn 00 l WFIrROm W Be,rtuhmeDb 1°1- n1019M`sle mx Xe mreGy a. TM nar °r -1. rtp,omNlxe NJI mv:Anvm eM Wl 1e. n meelpg Wlna Ue mgFvr a °wnll<d wnMY far Ue rMMwl 1-1117. M -I-1 es.ervv, 4m W. e11wIM eWmlNwlen one Nye' IeprNnn 1De puryv.e a Pe mwxnp rMl m le WnUI IM .IW eM Fbm1 Wa NwLM •e.l °,umeeDnmN emMtl m.e mWwalrlrw 14IM. I 1-vlDl-.1L, we... A.PCFar n III: sisswGubDwMle bren A. The nner ee •Nelurel eD.e:w Jwx Mdv.m eXe Lv:F el As, deo eln Ne p,vgmr Nes ..A UM amx la o.rt[IM el a.Men[ier .. mD.tmaW Irod e. res ryp el ee rex Rr elm . Al . mbim:m. w Ie I .WA -M rwvWcum .1, mwL. a Nle .1 mN ue eD..rvNbn OsM :em, .. eevxwn A. lb Mner a .Owwd °A,-, enNl p.I - e I.o - %. wpdnml rem,185 361 Ia evM1 .q N" Nege el eeerl.w D.emd Tlu a41s1 el Us vbenelbn pwl NW N mA N u.. N. Wpee.ot". ewtt vA tan 6 4Na one .wka nN..0 , IM.7. b vNppe°m , .-ae'<ry..E/ebd A. I. Uw -Lore nw°O�e .vdeJ Irl ABI YI°llN upnN Dy Ue °mpenJDleeeNM°ml aNw.r w Ur1,mM d..lyn. [vpe° J IM1. npvf .Mil exv De wnl N Pe nmr, wWrcler uM aryNy F.PMa. 7. A rales rtaN Awn m .NmmM .nen .M., mM all m-mM ddM.aae. e Ma and Uw Nwrwvl mlem ReeMy rmlpmle xM Ne eppmr[d °Ma °ntl .peNRealpm. rhe I.., of XuAl2 eeG sorely vii -1-, IM ..l.nel,4ea .I nwmA EUImNenp anLA a�p°ui/ Nryeslbn��m °r .pales aN -A° ssu, E. MX.px I l .1, v .1 .ens Ins wyl'M M.vmlgn nwM1 le IM INlexpp OE - B. As. 1M emef NeW to eMnpe W el,eelud eD.ervv el rvn a. W vmw Jwn p) .. . A IM1e N 1[Lq N.pttler in reNn9 DAFarc Iles -I I. Nbn D) e tl vn MPNenJ pn°mulwr4'm merNg. mid. v) Nmiah 11w npbeam-t eW[mrW eaea ul NMCB BAN .Iouse,mBE EeAres, prtaeue AIOA,I EKX NEE" l0 . 17p6..-,µ sivaWel aMemr .M1dl m°mre U. -.. °I P. agbel °NenM tlehkvin unla. eUu,tl� upp.ay.X b/ peA W.a NwMelen. rm aDey of N W nepallmnl eDoe X le wnerl ero PTv.M ne4d d.-. mMNmYm d MN, werc.. u, rM -:- s ....I vl muN .nNl tlmmp ptl tlwyv nbYg le IM .w[lu-I mlmu. 1M wvdly O,M -t .0 ,M- -I epp-. m°AB . Iv P. epparM pbm eM �-Mne. B1FtINJNRIJ. OBRBIYAROW RIONIFlCANT CONSTRUCTION WAGES (one EM sl It. °r. rtawM Fl,m m NdnNu°1 b be rsw.be fa the - 34uelur°1 ..oBNll : Name Z T NI EsIlOsA B 8.. O11.enmd A.[W1.0 NBeg3jI-I lAgi- Atsu:.A)xe0-Nz. Af.. As,,W UA xumWn Ceske CBlwburLan BbUle CentlNcemlype Ebmenh/CMwISb1m bbsllbDerwNl F°enevllen ®Eovting. E OO W°N. PIM Dept Feoda n 0.1.nn %b, Bea. moms DSbppl,/R.wnAnB F.IO.M.O. Mlxlde SPIN Alehon. Oe.em: MMOONn. MOD, hoe dawn MMwme wM Oc.AuPb Ous , NWwd Dolnpl: Memba ehr..elNeemr. beelbn. Fra:M.. Osle.l AbmeM F,eme D Nd 8-10 Fmme DConmle MmneM Fmme OMron,y ..-I Fmme Dome,.: M°Perovm o30rcra° Oel.N tlxR ®Wood Dome-: 4embv else, wnlwNr, IseB.As OU:en OECIA Will BY ONTIER OR O1'NNEITS REPRERENFATNE LOIN Or v el Ue psleetu .e o..e. eepv M.VO,. decbn use m° BA-. N. 0- Or I.WM . b Aired A, me N A. .e .mdurs Ob-, DE(%ARARON BY ARCH RECT OR ENOINFEROF RECORD (f.OAs" V Ins ABoes, Ommaf la au-, Imm W ken., Of Enginwr BI R -PI) I. m. NN,nen w GgMa el R -d mr IM prnkd. a..W. INE m° °AOA° Fined A. a IM:daepl b a..I.t. By me Io N .,-M. Ia .e 5w.w,oi Om.IMIen Slgmlurd ucwe Ho. Bole I REAFIMI I BY I Of S-0 SESSIONS BY S n srvn asM WEu WD BEPM OR JOIST HOOF SHEATHING AND ewF zxA�w�c n°tmJ Nr amM v aP _ rffiw p4N WHEREVER OCCURS METH. SORA, WD BEAM WHEREVER OCCUR HONG AS EER PUN s -u OR GIB w aroos.m+� .uaoas wun R.N. � Ptd RODE P� OCCA MP ' A. SLOPE ALONG JOIST DIRECTION rm .°`"'w� OR Jobst vnmoR `�"FmE� sWsox cusrn a tw n mrMII 2%16('0 oc. W/16-tl O 0 P.0 2% CO NO J01515 k m au w°-saAmlO •x aciQ e-16tl SPACING AS PER PIAN ,7 HASTEN U' FOR JOIST/BEAM %P FOR 2X spurs O TB' O.C. B.N. mo trvL 'HU' NR BEAM/BFNA � a ROOF Msr m eEYI 'HO' FOR dW ITH NpUiT FORCE Y 'SSU' FDR SKEW CONNECTION SKE F [,r2prsJ1$ EXTOODR WALL SS PERP� B. SLOPE IN THE PERPENDICULAR DIRECTION OF JOIST ,16, SHEAR WALL INTERSECTION DETAILS SHEAR WALL AROUND OPENING 6 1 $ z ROOF STONING ANO Xc ew- V.c e.x. Y� ' — IMPS RR %WK Wi ro NO. SNDs T•ITKEYR Ix ME swL mo VIE W 'S Z C IS8 NOUNG AS PER PIAN _�1[CM, Mo.M'pJNWP e'DS.AN. 516M Pill 2M R.N. Pw DUNSU65 M— 5�1-t/E4x �BAC MSMRYP9 WD 6FAN (DOBE)-[n'T NAY.Sw -15e W%. (IA7,-2X BLK'GN _B.N. 2-2%cl a ffi Ime e' PCR.N. 0- m N% FCR a 6 1• STANDARD HOOKS B.x 2%G A35016" O.C. SNOB O 16' OC. 010' D.C. PW. FOR STM- FOR STEELIMN-BEV(02% 3/tfi PO=E ONLY ]/I6 POST ONLY PM1 'A'•RHORRLW SNOS N-pX tMIE (s N9 tl Nn/s1EEL PMi PFR6f H m P m EXTERIOR WALL MLINTERIOR G AS PEER PIAN PIX PUN Tem /e m ea INTERIOR SHEAR WALL TO ROOF DIAPH TY,P. BORE AND NOTCH ® STHD r] 2 2 NO 1D Nt lm Ma '17 12 G — to J 144 T&W4 WSEM IN HOLE, FtA mn¢s w WDE CONC. LVNB AT SNORE WP1L .-P Ialt a FlLL w/SINPBON SET -%P EPDXY uIo ae' 'S' - 11--1' O TOP PIATES SPLICE W/J6-, 6tl (D q• ICC -E EBR-2WB U PENDING ROOF: 1/2' PLYING CD%, W Bd O IONzpEeA) ( TTPICAI. NP PIAiE45PNCE) Q FlARIOR FL 11606.5 BONNONiT k 5 V D.C. OTHER EDGES 12' O.C. O INTERMEDATE FMING .. [ ! SND WALL .I a O LqJ ALL HDDR: 6/6' PLYNO, Tkb W/100 M I1 F BOU k B)flUT V O AOR [ ryM /NO _ Y[ 'f MG 6" O.C. DINER EAGiS D.C. p' 10' O.C. INTER AWNNC O FFFFFFI Pi gylt ^9 3 rycp¢,vwry ° f' - ... mt Go WOOD BEAM HGW CONE FTG. A FOOTING FOR BEE PUN M IIII III USE BOUNDARY NAIUNc O AtL E .. 1' nI—Irl1� I . Co FOOING CONC. FEC. = RIGGER, VALLEYS k OPENING p' 66L W/10-tedFlLL HOLEw/TTP. SINPBEi-XP EPDXYROOF I I I I I I I i t2-#4.M r BMG INDEX: 24/0 [ STUDS FOR 4%8 OR4%ID CC -ES ESR -2508 INS^ECTIIXI FLOOR SMG INOE%: J2/1B D FOR 4X4 OR 4%6 HEADERSPECW.. NO uJ R 4%12 OR MGM M SLAB - E.:'.`FJ` •• ._ •.. ,i4 AND NAILING " 3 C6 y DOWEL 016'O.e. q HORIZONTAL PLYWOOD SHEATHING A Q CONCRETE FTG INTERSECTION AND CORNER A 9 'Y SG, PUN p TYPICAL HEADER DETAIL DEPUTY INSPECTION IS REQUIRES R)CONC. nAB J 1 V ui n E%SIWn Ang110N OCtl61BtiIXi1.NN( ®IXPR694N AT W�^OF CIIRB� SND WM1 •• G TMPSON ASU44 SOPRON 6TEEL STOP 24% P41E MDI rT GID E DVbe655 N III-----�_�1-II q' LONG ISM W/I4 O 18' O.C. E.W. YcRIIPM. suorlG PLWO9 sxrc 91MN5 a[e'4.c. LyPi Ipa 2C[ Mi OM'QG RE 4....M.R. oNM. laz 03 tl °S 5191 POST RISE i.� 1 NP.) 5nL ,41E R6 Wos6 �l 56 P. .1 -ill—+'' I aMOFA S m ME HNS FA. TNN 6m05. pE lU TOP Ml OF LIGW M1E4 4FFORE III R - 0 WW.L lmxc mo ROS W/:L m Wi NVL WML DIDE. 4 O 24' �aL=4._ `.• r I]014'O.C. f B'nt[LP wSN 14 xWM aF PouR vwE WALL PARALLEL TO JOIST OR RAFTER WD BEIM OR CIE WppO SNOB S O IB' D.C. POST GY — — _ — 2-I4 IBP 2 �I T 11 r ;-I4 DJTIOM ANCHOR BOLT f DOOR OR h F �I IL .DD POST O F4 C Cd11Ml vOM O SUE fDC' e q' R�NTIX 0.Y JUSr SMC � 8 0 1 TRFIDFT ROD w/ WP. SINP Flu RON IOC M ESR -1 V2. PDS t DRMAE mMmuclwx OR o%mM MIW AT D WALL PERPENDICULAR TO JOIST OR RARER Z Q F L) 0 EVDAY SCT EEO, ICC -FS ESR -1508 CRY OF IA. RR.Z]B ffi-U W'L 4 N4Y VSE55 OMFMS[ NJDR 14 SEE PINI g NONBEARING WALL ,4 U E 4 99 SLAB ON GRADE DETAILS 0 DB ,.POST I N ) a °z Baa PER PUN. SIIMP.SPON HOUDRO N � O 2XR.R r x°DD m ,ANN I?� o 2XR.R. f S ❑ 2XBHL'G ( VSE f690 M [IRFRYM) q• pyp 4X6 flIOGE BIMR a13ON CD M PO 4 IPiR MY) ro - 2% BRACING 0,'-O' O.e FALN SIDE, SI E. fOR NEW K. 5518 OWm dD0.11 BIMPSON TS34 FACR SIDE —pN0 POST. CQVL ifT--N SCNEOUIE : • " - '� ',.. 80b N.TA NO GETTING J TYPE BOLTS TO POST ANCHOR BOLT DAB. MIN. W.NICMIE DIfMI AZ. RE SIZE k flECDOH PER PUN zEE e4v _ NW2 6-50.51 TS2 I ' S 0'I 551816 13' ]' Jpb 11.008 HDV4 10-BD51 4'x2 1/;' 56'1 551610 1T J' HDU5 14iD51 4"x2 1 2' S Bb 551811 21' 3' SM61 ` BEAM PER PUN. ` SEE P4X �1 HDUB 1_S_,/412 1 1' T 0'e 551828 25' 3.5' NOutt ]0 -STs( 4'12 1 2' PI sBtr]11 24' SS' S-1 15 TYP. POST PAD' DETAIL '� O DT SWIM NDU14 ]6-SD51/4'v2 1 2' 19 SBlxb 2<' S5" 5 O 5 CEIUNG Sam SEE PWI FOOTING SCHEDULE NPE FOOTING SIZE REBAR wFi tz"xza"xE 2—#a .Tate Ft 2'X2'X 12" 3—#4 ,E. WAY A FOUNDATION PLAN j NOTE A ar 1 � IHpCAT64 B11FJAWKI IYVEI IFNUl11 E ,DO' INDICATE&Bt WhLLHO1ACOW F XG a w INDIGTF82 MWMN(U.ND.) � WNaaNUCllt]N SHALL BE F43D VHi1FlFD 6 � INOIGlE6 FABIINO MFA P ffl b z g a z 0 a 0 z 0 0 LL DM WR1t &Ale u1+fa JoC 11�9UA stbn S-2 sA, ROOF FRAMING PLAN 9./4" - V -O" `� �' I REVIam a 1"I r m Z O U O y (� Z o NOTE A a —I� wlcAiERDDFR,vmaxe®+a'o.aa(uxD.) = N P c--> IIIDIGIFB CEIONO J08T 2YL®iCO.C.f2(NH.D.) e 6 4S 9 MOIG1EBaf1EeRWALLIVPEllF01D1H Dab O0.EE11 cm 4 � INDIGTEeeHEVtWA WWDOWNlOPoO M .80818 1M�1'a 6 WDIGIERBHFM FORDE HDMBAMALIIE Dmm Az e ® WOIGlE621%COWMN(IIN.O.) JoE 11808 1 � � � .� iNOmATFBIXeIANCfB WICN8II�CONIINUE0111AJ 9h881 8 DONe1RUDTION8H8LLaEFlEeD WIED 8 ® Ri01GlE6EMe1WD S 01 8Ma %WAe 66W 0 BHEAAREINFOREEMENTMIMMUMCNIRSA MWALL PEapmm YMEN WICTHPERGSSWI. REQUIRED. 3 EREPRREINFORCEMEHT 3 ERdpED. WHEN REQUIRED. N EQNIREQ. d° TV EA' e9 3 WCW.MIN. - 3•CLR. MIN. law 1/2W - 112W 112W w w SLAB ON GRADE FOUNDATION STCELWRCNG-WALLANOHOMCE 30LU]INS FOR SON BBI CONCRETE STEEL STRONG -WALL SHEAR ANCHORAGE NE 3 NOTED: 1. PNW.R.MNOIMINDI FOIUATOACI]ISMPEGPW MMYPENFq]LEMEMFML CMCT3DQIVNCMLI(E000NCREfEA9NGE. 18' 6a WAByd'MILNDRBOLT SENSE .WCH0.46dT REGgTENEl1DE61GNFRO=1."NAL IOFEWRIFD TO MOOBY OEFAL9 ANCHOR A6D FORSPF9IFIL CONOITIIXI3 MNS SARLLgYMLE CVRBI aHEMYLOdOV(05) 61m ALL x9D1HW uxcRAclm cRACNaD RED 0 MWMIUM CURBSTEANAM ONION COMEONN CISTERN CONDmOH BTRHIOTN MLOWA9tE W M NLO'Nmm W & 4- MIN S. STANDARD uluFi 1 ! 1 (]II UPVFT@F) R.) NI SEISMIC COACHED STANDMO B.BW RR B IT.f00 % 11 12 CMC%EC HIGRMVNOM +B.B B 36 YR 99.900 5+ 1I SEEMS, B ] STNSDMO 9,BW 19 T W,IW RB t0 400 YXOPACNED HIGN61NENpTH t0 •AO 91 tt %j00 dd 15 26 B.NO 17 6.W0 12 8 ONE 13 6 CRAWD 6TMOARO -mw-16 10 6 1R,RN 22 9 y4`CR 1'NIW aNO 12 END IB 7 DAN 27 B HION6IREWIRI 17.0V 24 0 91.000 30 CRACNFD 15 11 N RC 7 23 BO JR 11 W ld WIND 14,170 23 S 2{600 36 11 12 6 HIGH9IRENOM M.600 R3 9 13 0 12.700 1T 6 az 24 19,800 30 ID %SU 43 11 WINO e 2a BOO IS O B.6N 12 6 26 0 STAND AD B,- BNB 14 IB 0 6 IR,RN + + 1B 23 6 1 Ra uNCRACNEO HION61RENa7N 1BpO SO 7 97TH 32 11,RN IT 0 V.I. 27 1 1 0 SEN. HN3H STRF2101H 14900 RC T A 31 11 SBWTOL BRICK LEDGE INSTALLATION 1 N RR 8 % 12 1 BO RB B SEND OS%B JT 1 1 SLAB ON GRADE FOUNDATION 9TEEL9TRLNL-WMLPFLCNORPLE BOWTIMBFORIMO PeI CONGREIE STEEL STRONG -WALL SHEAR ANCHORAGE NE 3 NOTED: 1. PNW.R.MNOIMINDI FOIUATOACI]ISMPEGPW MMYPENFq]LEMEMFML CMCT3DQIVNCMLI(E000NCREfEA9NGE. 18' 99WAe Sm- OR DOLT 9LWPB YPNdgRBOIT REGgTENEl1DE61GNFRO=1."NAL IOFEWRIFD TO MOOBY OEFAL9 ANCHOR ADD FORSPF9IFIL CONOITIIXI3 MNS SARLLgYMLE CVRBI aHEMYLOdOV(05) 61m ALL x9D1HW uxcRAclm cRACNaD A^.q 0 MWMIUM CURBSTEANAM DES" WIDTHPER415CM. CHRORm, CONDmOH STRESSM ALLDWA URIFTObq w IMI a9 ON AWMAD. UPLXTND) W W a. M) 4- MIN S. STANDARD )m SO T 17.100 90 10 SEISMIC COACHED HIGNBTRENDTI 6TAXOPAD RTD 9,&y 9 19 Il 6 17,100 1 26 R B 12 UNCMC%EO IRGHSlREWN OEM 20 t0 9E.NO 41 M 16 2D B ] 12TH IT1N 4W0 12 0 RON 12 B 400 SS .AND 7,000 1d 6 12.00 0 ] 26 B.NO 17 6 17.100 21 B 000S CRAWD 33 imm 10 C mi. 20 N y4`CR 1'NIW aNO 12 19,800 21 7 Y7,4N 33 11 HION6IREWIRI 17.0V 24 0 91.000 30 IR 15 fi 1 BO 19,941 Z7 B .,SN W ld WIND 9 IT.1N T,NG IR B 7'. 12 6 19 T 57M'peg0 G,OO 13 0 12.700 1T 6 az 24 a a za,TN %,400 B.ND ,5 a n1N 22 e 2a MLPACNED 3x300 10 10 0 22Nd 26 0 %WAN 1i +B B NNa Ra la HION61RENa7N 1BpO SO 7 97TH 32 11 10.,00 24 0 SEN. % 12 SLAB ON GRADE FOUNDATION CORE OR MNAwdLL FOUNDATION STEEL STRONG -WALL SHEAR ANCHORAGE NE 3 NOTED: 1. PNW.R.MNOIMINDI FOIUATOACI]ISMPEGPW MMYPENFq]LEMEMFML CMCT3DQIVNCMLI(E000NCREfEA9NGE. 18' 95WM9µ•MCHORBOLT 2. MGHGR S¶iENG1H INDIGTEb REG111PEO GINGEOF S9WABMCMORaCLT.3FMDMGIASFM Fl561 WMDE9�ORNIGN6IRENGTHIH31IAGl]9M491. MMCSOROMT. SGCLI,NY OSEWWDANGiOMGE5WI11GN6. BEI9MLM'LIWMGE GESgN3CLNFdIM TO ACI31Bd35EC110N0&3.4. REGgTENEl1DE61GNFRO=1."NAL IOFEWRIFD TO MOOBY OEFAL9 ,SWM 8. SElEMILIXDICAT 5SEMMICGEs10NCPTEGORYCTWTgWHF. DETACHED1M02FMMYOWEMNOSW d. WIND INCLUDES BEISMIC DESIGN CATEGORYAMO BMD DETACHED i MO 2 PM14Y DWRVNGS M SDCC" MM BYORMS. THERENOVOSSESSONPROFEESINALMATSFECIFY/LLTENNATEEMBEDAffM, FOOlNM 60EORMCHOROOLT. FORSPF9IFIL CONOITIIXI3 MNS SARLLgYMLE CVRBI aHEMYLOdOV(05) 61m ALL x9D1HW uxcRAclm cRACNaD S. FOMDATIONOIMMSIOXSM"MMCHg EOAV.FWXOATIONGE310N(SUEMOREINFORC S. SEE VSSWI AND 2I8SW1 FOR W AND Be. 0 MWMIUM CURBSTEANAM SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI 3 WIDTHPER415CM. s9WM 3• SHL%RmNFCRCEMEM �L3L00 �� E 0 PER R-S,N PER S V65° Im, REWIRED, N �-�� �� 4- MIN S. 3• 0 WA I 15 mn N.Sw SO tle 3• __ _ 3• Y3HNRPIN. REAMA(MIA.) 3•CLR. MIN. �. _� 9'CLR. MIR CV4OEWPEBNd(MIN.) REaMIMIN.) • '- ® REIDTEPND EE MRWO RECO TIEAN...SEES OVRIND WNCRETEPLPCEVENT.OYERW CWLBFTE PIAOEDFNT. low N2W 112W 12W VMES WON BCLTBPACIN0. 6SWM aswM W W HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT a9WM INTERIOR FOUNDATION BRICK LEDGE FOUNDATION 13RAENIN1137IE.MIIAR} SSWA6 9E ETMLEWRRECUIRECOUM . lA w 3 E61MIW7A rA F IS R NOTES: 'WetO 6EETMB MRREOVINEOMMNT(IY. NOTES: 1. SEE 2ISWI MONSMIFCRMMEN810N8MDAWRINKNO,ES. tY'CLR %-SPAGNO 1. Rim MCNOMCEDESIMSWNFMMTO OSl.EMOASSMEMNIMUMFaESNPSI CONL0.ETE. 2 6EE4RSWIFORSHEARFEWFORCFMENTMENREWRED. y, 1' /oF SEEDEFALSVSSN1TOS%SWIFOR1H161WMCNDWJ3E. 3. MNCMUMN=M-Os. 8EE656W1 ANO859WIfORIe. -:,y : _ 2 9HEMREINFORL4MEMISNMREWIMOMRPM.lNSFNLEDMA..R000.XL1 R "•'Y' Fp DATIONMPLIG:TIWS(PMMINSTALLEOAW MMEDOEOFMMRETE1.OROMMDWPII -WALL ANCHORAGE -TYPICAL SECTIONS PMM.APPMCATIONR STEEL STRONG -WALL :(}i•:5.: J. SEISMIC INDICATF99EISMIC DEMON CATEGORYCTXRMg11F. DETACNEDiAND2FMIILYOWEWNOS REGISIEPD70ESIONPROFE:SIONAL INeOCCNAT OSEWINOAVCHOMGE6WNKKJb. i.: A. iORe ECTIFIOCCONOR10N60..� 6. MIINM MWR&SND RROUDES TEMWMLWIISMIC DTHISI- STEGOfWATXMDMBSIREHOTH$$""U'M 4. DS SNCECCMBANO`: ].. fla5FM WALLNAEBNFM IS 1116N. VSE9E1MIC9NAREWFOCEMEM BIMPSON XOTBxNNOMG FOUNDATgNsxMLOAIs m..WAL SMWMFORLUNRY 8P MFW t)6 - L -A SESMIOSNFM REINFCRLEMORFOx WGNERBNFM LOAC6. HAIRPIN INBTALLATIDN SECTIONAA B. PANCREIEE90EOISFMCEFORMCNORSMRFCMPLY WRH ACISI00A2. iw (DIIMeE DDRe 9xOYM.Om2a FOOY1NGTYPEs81MHAR) STEEL STRONG -WALL ANCHOR BOLT SHEAR ANCHORAGE 4 iw �- sswAe SSWHSR_KT SSWHSR ANDSSWAB SSWEXTERIOR INSTALLATION } W 1 WDMMETM ASSEMBLY � BSWTPF PANEL FORM INSTALLATION VEN SEETASONuU WFORDWENSIMe � O6 -- 3• TOPOF WNCflETE FOUNDATION PLAN VIEW 61EEL BTM1ONOYIALL ANCNBM6C 6BLU71WG FGR 3008 P91 CMGREIE STEEL STRONG -WALL SHEAR ANCHORAGE NE 3 SEISMICa 18' 95WM9µ•MCHORBOLT WINO MOaEL 40MR) N SfMM RIXFgiCFME MINWaM CMBI SHEAR aTEMWN1 REfNPoRLFAIE Ynvm (ry MNS SARLLgYMLE CVRBI aHEMYLOdOV(05) 61m ALL x9D1HW uxcRAclm cRACNaD DEMOS 0 N)bTIE 0 NWEREWIREO 5 1110 ON' SSW15 v ( nvt 0 NONEREWIRED S V65° Im, SCONE 14 O)"MDOIN S. (1)ORARMN 0 WA SEWS, 15 mn N.Sw e° (1)43 HARPIN B NN SOWN 17 (2)AH90im. e° RI83 RMRFYis 0 WA rA F IS R NOTES: 'WetO 6EETMB MRREOVINEOMMNT(IY. NOTES: 1. SEE 2ISWI MONSMIFCRMMEN810N8MDAWRINKNO,ES. tY'CLR %-SPAGNO 1. Rim MCNOMCEDESIMSWNFMMTO OSl.EMOASSMEMNIMUMFaESNPSI CONL0.ETE. 2 6EE4RSWIFORSHEARFEWFORCFMENTMENREWRED. y, 1' /oF SEEDEFALSVSSN1TOS%SWIFOR1H161WMCNDWJ3E. 3. MNCMUMN=M-Os. 8EE656W1 ANO859WIfORIe. -:,y : _ 2 9HEMREINFORL4MEMISNMREWIMOMRPM.lNSFNLEDMA..R000.XL1 R "•'Y' Fp DATIONMPLIG:TIWS(PMMINSTALLEOAW MMEDOEOFMMRETE1.OROMMDWPII -WALL ANCHORAGE -TYPICAL SECTIONS PMM.APPMCATIONR STEEL STRONG -WALL :(}i•:5.: J. SEISMIC INDICATF99EISMIC DEMON CATEGORYCTXRMg11F. DETACNEDiAND2FMIILYOWEWNOS REGISIEPD70ESIONPROFE:SIONAL INeOCCNAT OSEWINOAVCHOMGE6WNKKJb. i.: A. iORe ECTIFIOCCONOR10N60..� 6. MIINM MWR&SND RROUDES TEMWMLWIISMIC DTHISI- STEGOfWATXMDMBSIREHOTH$$""U'M 4. DS SNCECCMBANO`: ].. fla5FM WALLNAEBNFM IS 1116N. VSE9E1MIC9NAREWFOCEMEM BIMPSON XOTBxNNOMG FOUNDATgNsxMLOAIs m..WAL SMWMFORLUNRY 8P MFW t)6 - L -A SESMIOSNFM REINFCRLEMORFOx WGNERBNFM LOAC6. HAIRPIN INBTALLATIDN SECTIONAA B. PANCREIEE90EOISFMCEFORMCNORSMRFCMPLY WRH ACISI00A2. iw (DIIMeE DDRe 9xOYM.Om2a FOOY1NGTYPEs81MHAR) STEEL STRONG -WALL ANCHOR BOLT SHEAR ANCHORAGE 4 iw �- sswAe SSWHSR_KT SSWHSR ANDSSWAB SSWEXTERIOR INSTALLATION } W 1 WDMMETM ASSEMBLY � BSWTPF PANEL FORM INSTALLATION VEN SEETASONuU WFORDWENSIMe � O6 -- 3• TOPOF WNCflETE FOUNDATION PLAN VIEW NOTES. t. NCR C EOCMCREIERENOIED. PC1310MPENOI%OWRNN09UPPLflAEN1MYREWFGRGFA1EM Edi GRACXFDOR 2 PNCHdi S1PFNGTN WOICATE9 PEWIREOOPADE OF 99WMMCNdi 30.7. SiN1GAF0 (A9TMF1651GMOEN) W HHW 91REHGTHINS)(A91L1M491. 3 SDSMIC MOICATE39E19MIO q 0E9WRYGTNWGF.OETAH01AN02FNALVGY31N 9 DCCMAY USE WWOME308.SCHNSCMCMGNAGERESHCON3S CN.SA. 4.MNOW3SIC.EiiYXCTEWRYAAOOETAREIMP2FAM,BYD0C. FRDIMENGEAMILY. A.IGH( D.Re.HCEM�IERI. -1 FGI MOE9NPRMMYSP6UNALMAEMMAT.�WOSEOW'3 T sTRM WA WNTH 61EEL BTM1ONOYIALL ANCNBM6C 6BLU71WG FGR 3008 P91 CMGREIE 1TMODEL NE 3 R%DN 18' 95WM9µ•MCHORBOLT ,SWAB I'M1VCHDRBIXT aSwmvWMy4mY6' 9Y GE31GV CORDERS,FT CWKKT a1 MONS SIREIN3111 ASO ALLGYIMIE VPVM) (I W (F+) de (IP) MD PE KIFTM s "VAGG W d. DI) BaWMIIQ4H91• 29' CP.ICNED MGMG 9.009 % 9 25' % ES 3 NIGH BTRENUSH 19bN 9B 19 ET.I.SEEM 68 19 SEISMIC UNCIA D O.FM.O,WB B.OS 21 T 17.100 33 t1 Hj,, NWH 18,000 M 42 36.800 49 1T 4,SN 12 HFAW HE%NIIF 9TMOM0 0900 SON 16 2D B ] 12TH IT1N M 30 a 10 11.1, a 400 SS IS CRNSOOD ALLS.WMMLNCR 13 26 B 26800 39 is .RR,N ENGTN 1B SDI 1. 31 0 IS 000S 1B N 33 11 S. di SO WIND y4`CR 1'NIW aNO 12 C SON 12 6 STANDMO T DO 15 fi 1 BO T SAN 1B 9 IT.1N N 9 NENGTN UN(EMENED 11SO 19 T Ri.1O O 1G 3MBR -.OW 16 •9' HIDHSTRENGTH 1,'900 19,No az 24 a a za,TN %,400 N tz u IV BOD 2a m 3x300 4+ 4 NOTES. t. NCR C EOCMCREIERENOIED. PC1310MPENOI%OWRNN09UPPLflAEN1MYREWFGRGFA1EM Edi GRACXFDOR 2 PNCHdi S1PFNGTN WOICATE9 PEWIREOOPADE OF 99WMMCNdi 30.7. SiN1GAF0 (A9TMF1651GMOEN) W HHW 91REHGTHINS)(A91L1M491. 3 SDSMIC MOICATE39E19MIO q 0E9WRYGTNWGF.OETAH01AN02FNALVGY31N 9 DCCMAY USE WWOME308.SCHNSCMCMGNAGERESHCON3S CN.SA. 4.MNOW3SIC.EiiYXCTEWRYAAOOETAREIMP2FAM,BYD0C. FRDIMENGEAMILY. A.IGH( D.Re.HCEM�IERI. -1 FGI MOE9NPRMMYSP6UNALMAEMMAT.�WOSEOW'3 T sTRM WA WNTH M04ELNo DMMElEl1 LENGm 1. 1TMODEL NE 3 R%DN 18' 9s462dH9 SIC N' +9' aSwmvWMy4mY6' 9Y SSWMYw9tlBH5 j4' 9D' N RS' 39WADY<tlN19 Y4' 9fi• 91• FMENSbNWi 1' 2f TO OF BaWMIIQ4H91• 29' tY 1fi'.IB', 21 N4D 2<'MOOEL9 59WADG30 3° 9R 25' BSWAe1t30N9 6.9WM+YJ&IS 1• 1• CONCR E RS' TINM N6WNIGN STIIETGRI NDGEIB TDP OF WNCRETE ` `E�fy 2VEE5WAB 6651V12 a�WIS. SBW2%.E.4 HFAW HE%NIIF IwFINED..PIACEON12 .I.=" ALLS.WMMLNCR CVTTGIENGTH 56WIB, 59WtI, E9W3A ,[ ry HIVEDIS NUT O 000S A9 NECESSARY t^ IC FMEOIN PLACEW y4`CR 1'NIW A MCHORDCXOROGLTS BIBgfOIH RDD A95AISLYS. _ Ip 1 NENGTN MFAW HE%NVT 3MBR -.OW 16 •9' CCSEP CGVPIEI4NlR :: •�• °:' ,SWT INTERIOR INSTALLATION %WAN �",EWASNEN HFAW NFX MUi �NIGH8IPENGm SBWTOL BRICK LEDGE INSTALLATION cWP1ER Nur NOTES. t. NCR C EOCMCREIERENOIED. PC1310MPENOI%OWRNN09UPPLflAEN1MYREWFGRGFA1EM Edi GRACXFDOR 2 PNCHdi S1PFNGTN WOICATE9 PEWIREOOPADE OF 99WMMCNdi 30.7. SiN1GAF0 (A9TMF1651GMOEN) W HHW 91REHGTHINS)(A91L1M491. 3 SDSMIC MOICATE39E19MIO q 0E9WRYGTNWGF.OETAH01AN02FNALVGY31N 9 DCCMAY USE WWOME308.SCHNSCMCMGNAGERESHCON3S CN.SA. 4.MNOW3SIC.EiiYXCTEWRYAAOOETAREIMP2FAM,BYD0C. FRDIMENGEAMILY. A.IGH( D.Re.HCEM�IERI. -1 FGI MOE9NPRMMYSP6UNALMAEMMAT.�WOSEOW'3 T sTRM WA WNTH M04ELNo DMMElEl1 LENGm 1. 1TMODEL s6WADY4Y24 9V' 2A• 18' 9s462dH9 SIC N' +9' aSwmvWMy4mY6' 9Y SSWMYw9tlBH5 j4' 9D' N RS' 39WADY<tlN19 Y4' 9fi• 91• $9WM1164 1' 2f 19' BaWMIIQ4H91• 29' tY 1fi'.IB', 21 N4D 2<'MOOEL9 59WADG30 P 9R 25' BSWAe1t30N9 6.9WM+YJ&IS 1• 1• SO- 96 Jt' RS' (zl vd•sswga krsswtz Izl l'95W. M EX61I 21W*SA9WR1.S9Y114 MNir jSM-6SW..SSW12 =1 8159SWWSSW SSWs 7® I /1 B. REFFATO1R6W1 FCR0.'. ,SWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 2 1 SSW ANCHOR BOLTS 5 SSW ANCHOR BOLT EXTENSION 6 SSW ANCHOR BOLT TEMPLATES 7 Z T' d o vm1N U ¢2& wNW nim � �yzOm^ D s 4."T w�Of9 Om1l�'JW xlnnF � SOJ a y 3U)� W F IW Z O C a� LU �RR G W �/L O W � Z Z Waw IWw Ve lie B • J� R 9SWWIIH MOOEIMO_ NUETEER TEND N 1° jn A p �ID S6WN9R ST 1YAIOOEI. yyW,RyRy].410 yd' 2C Y1' YP 96• ib'.1P,Y1M'OSd ENNERISKT MWEL9 6WX9RIJK-T 1' M' R1• 1' O' B. REFFATO1R6W1 FCR0.'. ,SWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 2 1 SSW ANCHOR BOLTS 5 SSW ANCHOR BOLT EXTENSION 6 SSW ANCHOR BOLT TEMPLATES 7 Z T' d o vm1N U ¢2& wNW nim � �yzOm^ D s 4."T w�Of9 Om1l�'JW xlnnF � SOJ a y 3U)� W F IW Z O C a� LU �RR G W �/L O W � Z Z Waw IWw Ve lie B • J� R _ N D } na ., cuj zLLJ = a LCL= W CJ7 (D z z z z z C7 sN •� w .L I N N 4be:. t0 N O 1 p `O iN�' N N N O N O N N O O'4i N=, o ON a a J N N O '� : �, v.. a o o ° oIL r:m (D a LLI7; IL LU LU 0 % N wc 0 Z C d: C' C: y O OU N {Op (Op N O V m J o o E c � m co ` J fn J O C G O o cE LL1 'o o FE me dE0 UL m o- m� a 0 n._ F -N mc°i UU E�, U U� �'� @m om al Z a ate: IL No U mE 6T mi5 N N C C F- ! U' m C t0 O N C .0 C OJ f0 N C N S IO o Z U` O a' .N W Z m N .0 m .0- U fA U E U M Cl W (n m O m 2 N z W; o �'- m3 ov m3 coo m3 tn3 n3 �3 Z O) N (O O M N N N N N J M ❑ O' W i0 t0 � M a' 1- Z O Z 1- Z Z d N Q N Z:. a Z, Il NQ co Q N N N r COo@m3�OmNaCC� mvO•COtm3NNO0NCaC maCWm3NmuNCaUC mvC(m3NmNu6appUCm 76 m O O O Cotm3N0000 O .0 IG v aCf3NmNOGa0C eD o O o Om 0 0 0 '. mOCE N E E E UUp6NaUUU CCamc O OO O O O O O O O O O O O C C C C O C C O C C C C O C C O C C O C C O OO ic- 'cE rcE C.O ic+ f Ew u EE .2 a a°� aU ° ° °SC N0 : � U 1 m 0 Z 0 LL 0 I ufi t'- 0 0 0 "I o 0 0 ]—"MMMM 0 T�H— 0 0 0 0Cm 0 ,"42,' 12 �o �o �o �o I �R 10 �c �o 12 �o mmm 3cI 3CI 0 0 n� 0 0 0 $1 E E E E E E E E E E E E 0808000000 E 0 0 0 0 0 0 0 0 n.'gII 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 ,F,M -6 -6 0 0 0 0 0 C c = c 0 c 0 c E 0 0 c C� 0 E 0 0 0 0 0 0 0 1 E E .2 E E E E .2 E E .2 E 'a 0 0 �o WM E E 0 0 U) E 0 m m v 0 0 0 0 0 uj :E UJ W W W w w z < Z z 0 m t0 N 04 N C-4 O ONN N NN N IL CL 0- CL a- Q- a. CL EL a- EL (L D > > E E E E cc LU co S; 0 E 0 0 'P 0 U) 0 0 C.S CL 0 E �O E w . 0.0 0- o E o E - o U) 0 O.0 c 0) Z=� M — ,2 , M.w a- 0 0 .!n 0 L —0 0 o o a 'a �4.2 0 Yaam m � -2 E z -j oE 0 0 2 c m c EL C F - E5 U) ca U5 0 co,� o 0, 0 - 'Ej "r "o ID N 0 N ul 0 0 z EL N CD MZ 04 z C� IL Cl. , N Z cq CITY OF DIAMOND BAR NOTICE OF PUBLIC MEETING AND AFFIDAVIT OF POSTING STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) CITY OF DIAMOND BAR ) I, Stella Marquez, declare as follows: On January 22, 2013, the Diamond Bar Planning Commission will hold a regular session at 7:00 p.m., at City Hall, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. Items for consideration are listed on the attached agenda. I am employed by the City of Diamond Bar. On January 17, 2013, a copy of the agenda of the Regular Meeting of the Diamond Bar Planning Commission 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 January 17, 2013, at Diamond Bar, California. 1 Stella Marquez Community Develo Department CD Antella\affidavitposting.doc