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Home My WebLink About01_Kobe Inc Abatement Extension_PA2014-191 CITY OF NEWPORT BEACH HEARING OFFICER STAFF REPORT January 8, 2015 Hearing Agenda Item 1 SUBJECT: Abatement Period Extension — 1499 Monrovia Avenue - (PA2014-191) APPLICANT: Kobe, Inc. PLANNER: Makana Nova, Assistant Planner (949) 644-3249, mnova@newportbeachca.gov PROJECT SUMMARY Request for an extension of the required abatement period specified by Section 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code. The property is occupied by a 17,000 square-foot office building. The previously approved abatement extension authorizes nonresidential uses to remain until February 1, 2022. The applicant proposes to reinvest in the existing building through interior tenant modifications and exterior fagade improvements. The applicant requests to allow the existing nonresidential use to continue to February 1, 2032, without abatement. RECOMMENDATION Staff recommends the Hearing Officer conduct a public hearing and receive testimony from the applicant, the city staff, and members of the public. At the conclusion of the public hearing, it is recommended that the Hearing Officer: 1. Adopt the attached draft resolution for the property located at 1499 Monrovia Avenue, based on the findings and considerations discussed in this report, approving the Abatement Period Extension for an additional ten years to February 1, 2032 (See Attachment No. 1). Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 2 VICINITY MAP 1499 MONROVIA AVENUE a� KAPLAN PROPERTY !' COASTLINE � + COMMUNITY COLLEGE RESIDENTIAL BUILDINGS K Ilk'Vil BANNING RANCH PROPERTY _ r e ' RESIDENTIAL BUILDINGS 1 ��'3 1 ��RIj ly m w m m iJ �• ` „Imo:�• B i imm 866 6 i 5. 10 RESIDENTIAL BUILDINGS 7 GENERAL PLAN ZONING 3396wr0U - 1499 MONROVIA AVENUE .nle DDlec " KAPLAN PROPERTY RM DIM 6P r DU ea a a s e 1499 MONROVIA AVENUE .-I AD �303A'i DU P KALAN PROPERTY PF RM 3t06 /DU RF RM SA I DU R. IDU SRMUieUlDU.y x= LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE RM (18DU/AC) RM (2420) __:1Commercial Office Building Multiple Unit Residential Multi-Unit Residential North RM (18DU/AC) RM (2420) Community College Project Multiple Unit Residential Multi-Unit Residential West OS (Open Space, PC-25 (Banning Open Space Residential Village) Newport Ranch) RM (2420) South and RM (18DU/AC) Multi-Unit Residential Residential and East Multiple Unit Residential and PC-14 (Newport Mobile Home Park Crest Planned Community) Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 3 INTRODUCTION Project Setting The subject office building is located on the west side of Monrovia Avenue in the West Newport Mesa Area of the city. It is bounded by Coastline Community College to the north, the proposed Banning Ranch Project to the west, and residential uses and a mobile home park to the east and south. Background Information submitted by the applicant and available in city records indicates the two- story, approximately 17,000 square-foot building was constructed in 1957. The building was constructed for and occupied by publishers of Road and Track magazine and more recently by Hatchette Magazines Inc, which publishes Road & Track, Cycle World and Car and Driver magazines. On July 25, 2006, the Newport Beach City Council adopted Resolution No. 2006-76 approving a comprehensive update to the Newport Beach General Plan ("General Plan Update"), which changed the Land Use Designation of the subject property from M-1-A (Light Industrial) to RM (Multi-Unit Residential, 18DU/AC). On January 28, 2008, the City Council adopted Ordinance No. 2008-05, which in addition to other Zoning Code changes, established the maximum time period for the abatement and termination of nonconforming uses in residential districts. Prior to adoption of this ordinance there was no abatement timeline. However, determinations of nonconformity could not be made until the finalization of the City's Local Coastal Plan (LCP), which occurred on July 14, 2009, and the subsequent Zoning Code Update which was effective November 25, 2010, which delayed the implementation of the abatement provisions. On October 25, 2010, the City Council adopted a Comprehensive Update to the Zoning Code (Newport Beach Municipal Code Title 20, NBMC) bringing consistency between the Zoning Code and the Land Use Element of the General Plan. The result of that action rendered several properties nonconforming, including the subject property and other existing commercial uses located within residential districts, which in accordance with Ordinance No. 2008-05 became subject to abatement in accordance with the following Section of Chapter 20.38 (Nonconforming Uses and Structures) of the NBMC: Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 4 20.38.100 (Abatement Period) C. Residential zoning districts involving a structure. In residential zoning districts or in an area where residential uses are allowed in planned community districts or specific plan districts, a nonconforming use of land involving a structure shall be discontinued as follows: 1. Abatement period. A nonconforming use of land involving a structure in a residential zoning district shall be discontinued on the earliest date as follows: a. Within one year; or b. Upon the expiration of the term of a lease on the property. Any lease shall be the last lease entered into for the subject property prior to December 7, 2007; or C. Upon the expiration of a current operating license that is required by State law. An abatement extension was approved on February 1, 2012, authorizing a 10 year extension until February 1, 2022 (Attachment No. 2). The City acquired the property in November of 2012, and subsequently sold it to Kobe, Inc. on October 1, 2014. The applicant seeks to renovate the existing office building and modify the exterior fagade of the structure into the global headquarters of Kobe, Inc. The project includes $5.5 million in improvements, including structural reinforcement, ADA compliance upgrades, parking area improvements, upgrades to the HVAC and MEP systems, and asbestos abatement. Based on the project plans submitted, it is anticipated that a modification permit will be required to authorize the height of the proposed mechanical screen on the roof of the existing building. DISCUSSION General Plan The General Plan land use designation for the property is RM (Multiple-Unit Residential). The Land Use Element of the General Plan generally guides the future development of the City and would generally allow the continuation of legally established structures and uses; and does not specify requirements for abatement of nonconforming uses. The Zoning Code is the regulatory tool that implements and regulates the provisions of the General Plan. Zoning Code The subject property is zoned RM (Multi-Unit Residential). To make the subject property consistent with the Zoning Code would require the abatement of the nonresidential uses. However, the Zoning Code includes a procedure that allows for the extension of the abatement period if certain findings can be made. The approval authority for the extension lies with the Hearing Officer in accordance with the provisions of Section 20.38.100.C.4.b (Hearing Officer Hearing and Action) of the NBMC. The Hearing Officer 4 Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 5 is also required to conduct a public hearing on the request in compliance with Chapter 20.62 (Public Hearings) of the NBMC. Findings and Considerations: In accordance with the provisions of Section 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code, the Hearing Officer, by resolution, shall approve, conditionally approve, or deny the request for an extension to the abatement period. The resolution shall include: findings of fact; evidence presented of economic hardship arising from the abatement proceedings; the nonconformity's impact on the community; and other factors that may affect the length of the abatement period required to avoid an unconstitutional taking. In accordance with the provisions of Section 20.38.100.4.c (Findings and Considerations), the Hearing Officer in reviewing an application for an extension to the abatement period shall consider the following: (1) Length of the abatement period in relation to the owner's investment in the use; (2) Length of time the use was operating prior to the date of nonconformity; (3) Suitability of the structure for an alternative use; (4) Harm to the public if the use remains beyond the abatement period; and (5) Cost and feasibility of relocating the use to another site. The applicant has submitted the attached letter in conjunction with the application for extension of the abatement period (Attachment No. 3). Staff has reviewed the information submitted by the applicant and, where applicable, has summarized it below to address the findings and considerations for the property involved, that the Hearing Officer may use in making his determination. (1) Length of the abatement period in relation to the owner's investment in the use. The property owner purchased the property in October of 2014. The applicant intends to invest more than $5 million to improve the existing building and requests an abatement extension for an additional ten years to February 1, 2032. This would leave 17 years to make use of the investment into the use on-site. The existing abatement period of seven years is insufficient given the condition of the existing building and proposed renovations. Based on the information submitted by the applicant, an extension of an additional 10 years for the abatement of the current uses is necessary to avoid a taking of the applicant's property; and to avoid the economic hardship that will result. (2) Length of time the use was operating prior to the date of nonconformity. Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 6 The property became nonconforming with the General Plan in 2006, 8 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for 49 years prior to the 2006 update; and was not subject to abatement until 2008. (3) Suitability of the structure for an alternative use. The building could be modified to accommodate other commercial or nonresidential uses. The existing building is currently vacant and was last occupied by an editorial and publishing business. The building was originally constructed to commercial building code requirements that are not suitable for conversion to a residential building or use. Such conversion would require demolishing and building new; or major renovation with significant structural and seismic alterations to provide adequate living areas and residential garages. (4) Harm to the public if the use remains beyond the abatement period. As seen in the vicinity map (Attachment No. 4), the property is in an area that includes a mix of nonresidential and residential uses; including Coastline Community College, the Banning Ranch Project; and residential and mobile home park uses (across Monrovia Avenue). The continued commercial use of the subject property is compatible with the surrounding uses and will not have any negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. (5) Cost and feasibility of relocating the use to another site. The relocation of the proposed tenant is difficult since there are no buildings of comparable size (approximately 17,000 square feet) in the Newport Mesa Area to accommodate the tenant's needs. Additionally, the property owner's investment with the purchase of the property would result in a substantial loss of revenue to the property owner if the existing building could not continue to be used for nonresidential purposes. RECOMMENDATIONS As discussed in the Findings and Considerations section above for the property, the applicant has presented information and a request to extend the abatement period. Staff recommends an additional extension period of ten years for 1499 Monrovia Avenue from February 1, 2022, to February 1, 2032. Staff's recommendation for the 10-year extension is based on the following findings and considerations: 1. The remaining seven years is not an adequate period of time to amortize the existing and proposed investment in the property. 2. The property became nonconforming with the General Plan in 2006, 6 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General 0 Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 7 Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for 49 years prior to the 2006 Update; and was not subject to abatement until 2008. 3. The building could be modified to accommodate other commercial or nonresidential uses. However, the current building is not suitable for conversion from the existing commercial use to a residential building without demolishing and building new, or major renovation to provide adequate living areas and residential parking. 4. The property is located in an area that is occupied by other nonresidential uses and public institutions; including Coastline Community College and the proposed Banning Ranch Project, residential and mobile home park uses (across the street). It is anticipated that the continued commercial use of the subject property is compatible with the surrounding uses and will not have negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. 5. The office building has not posed a negative impact on the neighboring uses. 6. There are no buildings of comparable size in the Newport Mesa Area to accommodate the proposed headquarters for Kobe, Inc. Consequently, the property owner's investment with the purchase of the property would result in a substantial loss of revenue if the existing building could not continue to be used for nonresidential purposes. 7. The abatement extension of an additional ten years to February 1, 2032, is appropriate in this case since it will afford the property owner the ability to amortize the value of the proposed building improvements and renegotiate the financing of the property. Environmental Review The project is categorically exempt under Section 15301, of the California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). This abatement period extension has been determined not to have a significant effect on the environment and is exempt from the provisions of CEQA. This activity is also covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment (Section 15061(b)(3) of the CEQA Guidelines. It can be seen with certainty that there is no possibility that this activity will have a significant effect on the environment and therefore it is not subject to CEQA. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to property owners within 300 feet of the property and posted at the site a minimum of 10 days in advance of this hearing consistent with the Municipal Code. Additionally, the item appeared upon the agenda for this meeting which was posted at City Hall and on the City website. Abatement Extension — Kobe Inc. 1499 Monrovia Avenue January 8, 2015 Page 8 Prepared by: Submitted by: Makana Vova Bren1`a Wisnes i, ICP, Deputy Director Assistant Planner ATTACHMENTS PC 1 Draft Resolution Approving the Abatement Extension Request PC 2 Hearing Officer Resolution No. HO2012-002 PC 3 Applicant's Extension Application and Supporting Information PC 4 Vicinity Map PC 5 Project Plans 12/21/11 g Attachment No. ZA 1 Draft Resolution Approving the Abatement Extension Request �� QP �� P P�" O� �� \�� RESOLUTION NO. HO2015-0## A RESOLUTION OF A HEARING OFFICER OF THE CITY OF NEWPORT BEACH APPROVING THE ABATEMENT PERIOD EXTENSION FOR THE PROPERTY LOCATED AT 1499 MONROVIA AVENUE (PA2014-191) THE HEARING OFFICER OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Kobe Inc., with respect to property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment No. 2007-002, in the City of Newport Beach, County of Orange, State of California, recorded October 4, 2007, as Instrument No. 2007-598931. The applicant requests approval of an abatement period extension. 2. The applicant proposes an extension of the required abatement period specified by Section 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code. The property is occupied by an approximately 17,000 square-foot office building. The abatement extension previously approved authorizes nonresidential uses to remain until February 1, 2022. The applicant proposes to reinvest in the existing building through interior tenant modifications and exterior fagade improvements. The applicant requests to allow the existing nonresidential use to continue to February 1, 2032, without abatement. 3. The subject property is located within the RM (Multi-Unit Residential) Zoning District and the General Plan Land Use Element category is RM (Multiple-Unit Residential). 4. The subject property is not located within the coastal zone. 5. Chapter 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code (NBMC) requires nonconforming nonresidential uses in residential zoning districts to be abated and terminated upon the expiration of time periods identified by the NBMC. Following the issuance of an Abatement Order, Chapter 20.38.100 (Abatement Periods) provides that a property owner may request an extension of the abatement period in order, to amortize a property owner's investment in the property and avoid an unconstitutional taking of property; and 6. A public hearing was held on January 8, 2015, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Hearing Officer at this meeting. 7. The hearing was presided over by Bill Conners, Municipal Law Consultant, Hearing Officer for the City of Newport Beach. Hearing Officer Resolution No. HO2015-0## Page 2 of 4 SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act) under Class 1 (Existing Facilities). 2. This abatement period extension has been determined not to have a significant effect on the environment and is exempt from the provisions of CEQA. This activity is also covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment (Section 15061(b)(3) of the CEQA Guidelines. It can be seen with certainty that there is no possibility that this activity will have a significant effect on the environment and therefore it is not subject to CEQA. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.38.100.C.4.c (Abatement Periods, Findings and Considerations) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. The length of the abatement period is not appropriate considering the owner's investment in the use; Facts in Support of Finding: 1. The property owner purchased the property in October of 2014. The applicant intends to invest more than $5 million to improve the existing building and requests an abatement extension for an additional ten years to February 1, 2032. This would leave 17 years to make use of the investment into the use on-site. The existing abatement period of seven years is insufficient given the condition of the existing building and proposed renovations. 2. Based on the information submitted, an extension of an additional 10 years for the abatement of the current uses is necessary to avoid a taking of the applicant's property; and to avoid the economic hardship that will result. 3. That the abatement extension of an additional ten years to February 1, 2032 is appropriate in this case since it will afford the property owner the ability to amortize the value of the proposed building improvements and renegotiate the financing of the property. Finding: B. The length of time the use was operating prior to the date of nonconformity justifies the extension of the abatement period beyond the code specified one year. 07-22-2014 12 Hearing Officer Resolution No. HO2015-0## Page 3 of 4 Facts in Support of Finding: 1. The property became nonconforming with the General Plan in 2006, 8 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for 49 years prior to the 2006 update; and was not subject to abatement until 2008. Finding: C. The existing structure is not suitable for conversion to an alternate use. Facts in Support of Finding: 1. The building could be modified to accommodate other commercial or nonresidential uses. The existing building is currently vacant and was last occupied by an editorial and publishing business. The building was originally constructed to commercial building code requirements that are not suitable for conversion to a residential building or use. Such conversion would require demolishing and building new; or major renovation with significant structural and seismic alterations to provide adequate living areas and residential garages. Finding: D. No harm to the public will result if the nonresidential uses remain beyond the one year abatement period. Facts in Support of Finding: 1. The property is in an area that includes a mix of nonresidential and residential uses; including Coastline Community College, the Banning Ranch Project; and residential and mobile home park uses (across Monrovia Avenue). The continued commercial use of the subject property is compatible with the surrounding uses and will not have any negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. 2. That the existing office building has not posed a negative impact on the neighboring uses and the proposed upgrades will enhance the site and surrounding neighborhood. Finding: E. The cost and feasibility of relocating the uses to another site cannot be accommodated within the one-year abatement period. 07-22-2014 is Hearing Officer Resolution No. HO2015-0## Page 4 of 4 Facts in Support of Finding_ 1. The relocation of the proposed tenant is difficult since there are no buildings of comparable size (approximately 17,000 square feet) in the Newport Mesa Area to accommodate the tenant's needs. 2. The property owner's investment with the purchase of the property would result in a substantial loss of revenue to the property owner if the existing building could not continue to be used for nonresidential purposes. SECTION 4. DECISION. ow NOW, THEREFORE, BE IT RESOLVED: 9L Woo 1. The Hearing Officer of the City of Newport Beach hereby approves the requested Abatement Period Extension (PA2014-191), subject to the findings and considerations set forth above. 2. The Abatement Period Extension for the property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment 2007-002, is hereby extended for an additional ten years and will expire on February 1, 2032, at which time all nonresidential use of the property shall cease or the building be demolished, unless an additional extension of the abatement period is granted; or an appropriate change in the Zoning District and the General Plan Land Use Designation are approve and adopted; or a change to the Zoning Regulations pertaining to nonconforming uses or their abatement are approved and adopted prior to that date. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. . 4. This resolution supersedes Hearing Officer Resolution No. HO2014-002, which upon vesting of the rights authorized by this approval, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 8T" DAY OF JANUARY, 2015. BY: Bill Conners, Municipal Law Consultant Hearing Officer for the City of Newport Beach 07-22-2014 Z� Attachment No. ZA 2 Hearing Officer Resolution No. HO2012-002 15 �� QP �� P P�" O� �� \�� COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 3300 Newport Boulevard,Building C,Newport Beach, CA 92663 (949)644-3200 Fax: (949) 644-3229 C:,, www.newportbeachca. ov February 1, 2012 Kenneth M. Kaplan 361 Forest Avenue, Ste 204 Laguna Beach, CA 92651 Re: Abatement Period Extension — Kenneth Kaplan (PA2011-152) 1499 Monrovia Avenue Dear Mr. Kaplan, It was a pleasure working with you on the Abatement Period Extension Request for the above referenced property. Please find attached Resolution No. HO 2012-002 as approved by the Hearing Officer on February 1, 2012. If you have any questions, please do not hesitate to contact me directly. Thank you and I look forward to working with you again in the future. Sincerely, Javier . Gard AICP, Senior Planner Enclosure: Resolution No. H02012-002, 1499 Monrovia Avenue Peter D. Collisson Prof Corp Attn: Peter D. Collisson, Esq 361 Forest Avenue, Suite 204 Laguna Beach, CA 92651 Tmpll:12/01/11 1-7 RESOLUTION NO. HO 2012- 002 A RESOLUTION OF A HEARING OFFICER OF THE CITY OF NEWPORT BEACH APPROVING THE ABATEMENT EXTENSION PERIOD FOR THE PROPERTY LOCATED AT 1499 MONROVIA AVENUE (PA 2011-152) WHEREAS, Chapter 20.38.100 of the Newport Beach Municipal Code (NBMC) requires nonconforming nonresidential uses in residential zoning districts to be abated and terminated upon the expiration of time periods identified by the NBMC. Following the issuance of an Abatement Order, Chapter 20.38.100 provides that a property owner may request an extension of the abatement period in order, to amortize a property owner's investment in the property and avoid an unconstitutional taking of property; and WHEREAS, an application was filed by Kenneth M Kaplan, the owner of property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment 2007-002, requesting an extension of the abatement period specified by the NBMC Section 20.38.100. If granted, the extension will allow the continued operation of existing commercial use for ten years from the date of the Hearing Officer's approval (February 1, 2022). The property is located in the RM (2420) Zoning District, where such nonresidential uses are not permitted; and WHEREAS, a public hearing was held on February 1, 2012, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the NBMC and other applicable laws. Evidence, both written and oral, was presented and considered at this meeting; and WHEREAS, the hearing was presided over by Hon. John C. Woolley, retired Judge (California Superior Court, Orange County), Hearing Officer for the City of Newport Beach; and WHEREAS, the findings and considerations of Section 20.38.100 (CA(c)) of the NBMC and facts in support of the findings and considerations are as follows: 1. The length of the abatement period is not appropriate considering the owner's investment in the use; Facts in Support of Finding: The one year abatement period specified by the Municipal Code is not of sufficient duration to amortize the property owner's investment and the ability: to negotiate leases (which currently expire in September 2012), or to renegotiate the financing of the property (which will come due within the next year). Based on the information submitted by the applicant, staff recommends that an extension of 10 years for the abatement of the current use is necessary to avoid an unconstitutional taking of -g City of Newport Beach Hearing Officer Resolution Abatement Extension — Kaplan Property (1499 Monrovia Avenue) Page 2 of 3 the applicant's property; and to avoid the economic hardship that will result by the abatement of the nonresidential use which provides rental income. 2. The length of time the use was operating prior to the date of nonconformity justifies the extension of the abatement period beyond the code specified one year. Facts in Support of Finding: The property became nonconforming with the General Plan in 2006, 6 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for the 49 years prior to the 2006 update; and was not subject to abatement until 2008. 3. The existing structure is not suitable for conversion to an alternate use. Facts in Support of Finding: The building could be modified to accommodate other commercial or nonresidential uses. However, the age and configuration of the current building is not suitable for conversion from the existing commercial use to a residential building without demolishing and building new, or major renovation to provide adequate living areas and residential parking. 4. No harm to the public will result if the nonresidential uses remain beyond the one year abatement period. Facts in Support of Finding: The property is located in an area that is occupied nonresidential uses, residential uses and public institutions; including the Coastline Community College Project and Banning Ranch Project, and residential and mobile home park uses (across Monrovia Avenue). Continued commercial use of the subject property is compatible with the surrounding uses and will not have negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. 5. The cost and feasibility of relocating the uses to another site cannot be accommodated within the one-year abatement period. Facts in Support of Finding_ The relocation of the existing uses would be costly since there are no buildings of comparable size (17,000 square feet) in the Newport Mesa Area to accommodate the tenant's needs. Consequently, relocation of the existing uses would result in the additional costs to the existing tenant and result in a substantial loss of revenue to the property owner. WHEREAS, this activity has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Class 1 (Existing 1?\USERS\PL\\Shared\PA's\PAs-201 I\PA201 1-152\PI\AL DOC'S\PA201 1-152-Rcso of Approval FINAL 1499 Monrovia Avc-HO 02-01- 2012.docx �9 City of Newport Beach Hearing Officer Resolution Abatement Extension — Kaplan Property (1499 Monrovia Avenue) Page 3of3 Facilities). This class of projects has been determined not to have a significant effect on the environment and is exempt from the provisions of CEQA. This activity is also covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment (Section 15061(b)(3) of the CEQA Guidelines. It can be seen with certainty that there is no possibility that this activity will have a significant effect on the environment and therefore it is not subject to CEQA. NOW THEREFORE, BE IT RESOLVED: Section 1. The Hearing Officer of the City of Newport Beach hereby approves the requested Abatement Period Extension (PA2011-152), subject to the findings and considerations set forth above. Section 2. The Abatement Period Extension for the property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment 2007-002, is hereby extended for ten years and will expire on February 1, 2022, at which time all nonresidential use of the property shall cease or the building be demolished, unless an additional extension of the abatement period is granted; or an appropriate change in the Zoning District and the General Plan Land Use Designation are approved and adopted; or a change to the Zoning Regulations pertaining to nonconforming uses or their abatement are approved and adopted prior to that date. Section 3. This action shall become final and effective fourteen (14) days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20, Planning and Zoning, of the Newport Beach Municipal Code. APPROVED AND ADOPTED THIS 1ST DAY OF FEBRUARY 2012. By: on. -J hn C. oolley, retired Judge (California Su�erior Court, Orange County) Hearing Otrficer�for the City of Newport Beach ATTEST: brm, City C irk FoaN F:\IISFRS\PLNkSharcdkPA's\PAs-201 I\PA201 I-I i2\FINAI,1)( CV13A201 I-1 52-Rcso of Approval FINAL 1499 NIonrovia Avc-H002-01- 201 2.doex o02-01- 2012.docx 20 Attachment No. ZA 3 Applicant's Extension Application and Supporting Information 21 �� QP �� P P�" O� �� \�� , 1 KOBE INC Edi y 13 November 7, 2014 Extension of Abatement Period Information a. What is the length of the requested extension of the abatement period? Ans : 10 years b . What is the length of the abatement period in relation to the owner' s investment in the use? Ans : Kobe Inc . has tken ownership of the property in order to locate their Global corporate headquarters . Over the course of the next 12 months , ending November 2015 , the property will undergo over $6M in renovations in order to operate and bring the building to meet all of the compliance obligations as well as improving the overall image of the building and the west Newport area. We believe the presence of Kobe Inc and the required improvements to make our building operational will add energy and vigor to the economy. C, How long was the use operating prior to the date of nonconformity? Ans : 45 years d. What is the suitability of the structure for an alternative use? Ans : Currently the structure is not suitable for a use other than office space, which is the intended use upon occupancy. It historically operated as the office headquarters for Road & Track magazine since 1967 . Its beam & post construction cannot easily, or cost effectively, be converted to office or medical condos . Based on the current structure and planned renovations , the Building is best suited to remain an office building. To be anything else, the site would need to be razed. . PA2014-191 for Abatement Extension 1499 Monrovia Avenue Kobe, Inc. e. Will there be any harm to the public if the use remains beyond the abatement period? Ans : The current structure ( 1499 Monrovia) successfully functioned as an office building for over four decades without causing harm to the public . The current structure and site are conducive to and purchased for operating as an office . That said, the structure requires substantial improvement (e. g. structural, mechanical, electrical, plumbing, etc .) in order for a business to effectively operate . Such improvements will cause minor disruption as the site is currently vacant and has a natural buffer to the south and a street buffer to the north. Additionally, these improvements — which are attached in greater detail — will be significantly less disruptive than razing the site and preparing it for new construction. f. What is the cost and feasibility of relocating the use to another site? Ans : Kobe, Inc. recently acquired the site for $ 5 , 800,000 . The plan is to invest an additional $ 6 ,000,000 in order to make it compliant with current code (it was occupied by a single tenant since being constructed in 1967) as well as the necessary improvements to provide a premium aesthetic in line with both the City ' s and Kobe Inc. ' s future vision for West Newport. The cost to relocate the business to another site would be prohibitive. While feasible, it would require Kobe, Inc . to restart the process of locating and constructing its corporate headquarters, thus forcing the company to expand its search parameters beyond the City of Newport Beach. The costs associated with the subsequent delays are difficult to quantify, but would undoubtedly harm the growth of a company transitioning into the next phase of its evolution. As a Newport Beach resident, CEO & Founder Kobe Bryant chose this location in order to build his business within the Newport Beach community (his home) and remain actively involved in the City ' s other projects, including future park & recreational centers that offer opportunities for additional collaboration between the City of Newport Beach and Kobe, Inc. g. Is there any other evidence relevant to the determination of whether an extension of the abatement period is required to avoid an unconstitutional taking of property? Ans : None that we are aware of at this time. a . Project Description Project Description: The proposed scope of work for the renovation of the office building located at 1499 Monrovia Ave, Newport Beach, CA 92660 will transform it from a non-functioning facility to a modernized office headquarters that will also improve the image the surrounding community. The 47 year-old facility will be renovated to house the global headquarters of Kobe, Inc. To do so, Kobe, Inc. will invest over $5,000,000 into the property; these improvements will include, but not be limited to: HVAC & MEP system upgrades, structural reinforcement, asbestos abatement, ADA compliance upgrades & parking lot improvements. For additional information on the cost&scope of this project, please see pages 56 & 78. 20 b . Summary of Resulting Investment Opinion of Probable Cost Printed: 11/25/2014 8:26 AM KPRS Kobe, Inc. - dated 11/25/14 Conceptual Estimate 1499 Monrovia, Newport Beach Project#: 114312 No. Description Remarks Total Cost/sf Total Base Conceptual Estimate Cost $5,212,136 Additive Alternates Alternate A2-Elevator $132,000 Alternate#A6a-Nanawall Ground Floor $52,525 Alternate#A6b-Nanawall Second Floor $60,500 Alternate#D1 -Maintain Existing Roof Line ($30,000) Alternate#M1 -HVAC Design per TK1 SC sketch dated 11/11/14 $39,600 Alternate#Z-Alternate Lookout $12,155 Total Lease Space 15,432 sf $355.04 $5,478,916 1 Kobe-1 12514.xls/Master Sum This estimating system is the sole property of KPRS Construction Services,Inc.No part of this estimating system may be reproduced. 22 Opinion of Probable Cost Printed: 11/25/2014 8:26 AM KPRS Kobe, Inc. - dated 11/25/14 Conceptual Estimate 1499 Monrovia, Newport Beach Project#: 114312 No. Description Remarks Total Cost/sf Total Required Basic Upgrades 01 Base Mechanical Upgrades 15,432 sf $10.76 $166,000 02 Base Electrical Upgrades 15,432 sf $9.00 $138,888 03 Base Plumbing Upgrades 15,432 sf $8.17 $126,080 3a Base Fire Sprinklers 15,432 sf $3.27 $50,432 04 Seismic/Structural 15,432 sf $15.00 $231,480 05 Asbestos Abatement 15,432 sf $4.98 $76,780 06 Sitework Repairs(for Mech Relo) 1 Is $28,000 $28,000 07 Elevator 2 stop $0 $0 08 Restrooms 15,432 sf $10.32 $159,310 Sitework 09 Parking Lot Improvements 30,864 sf $11.17 $344,838 Assume 0.50 FAR 10 Landscaping-Phase 1 30,864 sf $0.65 $20,000 11 Landscaping-Phase 2 30,864 sf $0.00 $0 Allowance Rooftop 12 All items to faciliate rooftop access 1 Is $77,160 $77,160 13 Skylight 508 sf $250.00 $127,000 Glass Exterior 14 Glass Veil 15,432 sf $0.00 $0 15 Inside Skin 15,432 sf $68.24 $1,053,125 15a Carbon Fiber Roof Reinforcment 15,432 sf $0.00 $0 Building FaFade 16 Building Cutout and Viewing Deck 1 Is $245,700 $245,700 16a Exterior Stone Feature Wall 1 Is $0 $0 Additional Improvements 17 Interior Staircase 1 Is $200,000 $200,000 18 Stadium Seating 1 Is $100,000 $100,000 19 Remaining Interiors 15,432 sf $114.16 $1,761,722 Total Lease Space 15,432 sf $317.94 $4,906,515 General Conditions 24.00 wks $165,625 Insurances 1.00 Is $32,969 Cal Green Commissioning 1.00 Is $30,000 Fund Control 0.00 % $0 Escalation 0.00 % $0 Gross Receipt Tax 0.00 % $0 Administration 0.00 % $0 Contractor's Fee 1.50 % $77,027 Total Mark-ups 15,432 sf $19.80 $305,621 Total Construction Costs 15,432 sf $337.75 $5,212,136 Architectural&Engineering Fee 0.00 Is $0 Plan Check and Permit Fee 0.00 $/sf $0 Contingency 0.00 % $0 Architectural Reimbursibles 0.00 Is $0 Total Design Fees&Contingency 15,432 sf $0.00 $0 Total Project Cost Base Bid 15,432 sf $337.75 $5,212,136 2 Kobe 112514.xis/exec sum This estimating system is the sole property of KPRS Construction Services,Inc.No part of this estimating system may be reproduced. �9 Opinion of Probable Cost Printed: 11/25/2014 8:26 AM KPRS Kobe, Inc. - dated 11/25/14 Conceptual Estimate 1499 Monrovia, Newport Beach Project#: 114312 Exclusions: 1 City deposits and fees for recycling program 2 Off-hours 3 Low Voltage Systems(Telephone, Data,Music Systems,Security,CCTV,etc.) 4 Furniture and/or Furniture Systems 5 Plan Check&Permit 6 Builder's Risk Insurance and/or deductibles 7 Liquidated Damages 8 Deputy Inspections Qualifications: 1 Work is qualified as regular hours work. 2 If actual moisture test result will exceed flooring manufacturer requirements,an allowance of $5.00/sf will be added to our contract price. 3 The Subcontractor and Vendor unconditional releases for payment #1 will be due with Application#3 and payment#2 releases will be due with application#4 and so forth. References: Pricing plan from 3 Kobe_112514.xis/exec sum This estimating system is the sole property of KPRS Construction Services,Inc.No part of this estimating system may be reproduced. so Attachment No. ZA 4 Vicinity Map 3l �� QP �� P P�" O� �� \�� l* 61 62 63. 30 31 * 29 28 1500 1 2 s t22'STREET i a • 60•UTI01 TIES 890 f• 15TH ST W r N LLI 1'499 W v A W Ki CD Project A Site w 1484 Q 8 11 1'2 1.4 0 17 7 w • 1:8 17 1478(1-3j &. - 15 .- •.o'U��trES m 48 - - - N5 SES r (q�T 10'UT1U 888 w 19 q y 890 Ui r; 2U g 21 20 19 892 yl o`°o w ,21 _� 5 2a 23 22 894 Ui moo 0 00,00 w o 1 898 N � x 30'INGRESS.ER�ESS 24 23 y a USIU'UES �y p, ID ST � Z J��\��5 ' HALYARD 60'PRIVATE STREET MOJO CT Newport Beach Disclaimer: Every reasonable effort has been made to assure the accuracy of the data provided,however,The City of GIS Newport Beach and its employees and agents disclaim any and all responsibility from or relating to c'�`WPO�r any results obtained in its use. 19 0 100 200 Imagery: 2009-2013 photos provided by Eagle U x Feet Imaging www.eagleaerial.com 12/17/2014 SS �� QP �� P P�" O� �� \�� Attachment No. ZA 5 Project Plans S5 �� QP �� P P�" O� �� \�� PA2014- 191 Attachment No . ZA 5 - Project Plans Gensler Architect 4675 MacArthur Court 1499 MONROVIAMONROVIASuite ' °° Newport Bench CA 92660 Telephone: 949.863 .9434 Facsimile: 949.553 . 1676 OFFICE IMPROVEMENT 1499 MONROVIA NEWPORT BEACH , CALIFORNIA DESIGN DEVELOPMENT 12/05 / 1,14 PA2014- 191 Attachment No . ZA 5 - Project Plans ❑❑❑❑®� ® PROJECT INFORMATION 1499 MONROVIA ❑ IMPROVEMENT PROJECT ❑ ❑ 1499 MONROVIA ® NEWPORT BEACH, CA 92663 ❑ ❑❑11❑11❑11❑❑❑❑❑❑MW ❑❑❑❑11 ❑❑❑❑❑11 ❑ 11❑❑ ❑❑❑❑11❑❑❑❑®❑11❑❑❑❑ El ❑ ❑❑11❑®❑®❑❑❑❑❑11❑®❑®❑®❑EE❑❑ ❑❑00110000 ❑ 1111❑❑ ❑❑ ❑ID❑❑❑❑❑❑❑11❑❑ ❑ ❑❑❑11❑11❑❑11❑❑❑❑❑[III❑❑ El ❑❑11011❑11❑❑❑11 ❑❑11❑11❑11❑❑❑1111❑11❑❑11❑❑ ❑❑❑❑11❑❑MM❑❑ Gensler ® ❑❑❑11❑❑❑❑ ❑❑❑1111 ❑ ® 4675 MacArthur Court Tel 949.863.9434 11❑❑ 1111❑ ❑❑❑❑®❑❑ ❑ El Suite 100 Fax 949.553.1676 [I[I[I ❑❑[I FE❑ 11 1111❑11❑11 11 Newport Beach, CA 92660 United States 11❑1111] ❑❑❑❑❑11❑11❑❑❑11❑ ❑❑11 ❑0000❑❑❑❑11❑❑❑❑11 ❑❑11❑11❑1111❑❑❑❑❑❑❑❑®❑❑❑❑❑❑11❑❑11❑❑ ❑11❑ 1111❑❑❑ 1111❑❑❑ • ❑❑❑LEI❑❑11❑❑❑❑❑ 01111❑11❑111111 ❑111111❑ 11❑1111] ❑❑❑m❑❑MM❑❑®❑❑❑ 11❑MM❑❑❑ • ❑❑❑❑1111❑11 1111❑11❑1]1111111111 ❑1111111111 HE ❑❑11❑❑ 11 El El El El El Ell[[]11 El El El1111❑ 1111❑11111 1111111111 11❑1111] 1111110 11❑❑MM❑❑❑❑❑11❑111111 0 1111111111111 ❑❑❑ ❑11111111111111❑❑❑ID❑11111111111 • 1111 ❑11❑❑ 110❑ ❑❑1111❑11❑❑❑®❑❑❑❑11❑ s 1111 []IF[][][] 11111111❑EII1111111]111111❑❑ID111111111111 0 PROJECT DESCRIPTION : ❑❑❑11❑❑❑❑1111❑❑❑❑❑FFM ❑❑❑❑❑❑ ❑❑❑ Ell]❑11❑❑❑❑1111❑❑❑❑❑DO ❑❑❑❑❑❑ 1111❑ ❑❑❑❑❑�❑1111❑❑ 11❑❑❑❑�❑11 ❑❑❑�❑❑11❑❑❑11❑�❑❑❑❑❑ ❑❑❑❑❑11❑11 ❑❑❑11m❑❑❑❑❑❑11❑❑®❑❑❑11❑11❑11❑11❑❑11❑11011 1111❑11❑1111111111111011❑❑1111111110 111111111111❑❑111111❑❑❑11❑11❑❑11❑❑ 11❑❑❑❑❑❑®11❑❑11❑11❑11❑❑11❑❑11❑❑ 11❑❑❑11❑❑11❑❑DED Ell] ❑❑❑11❑❑®❑❑ 11❑❑❑❑❑❑❑❑❑11❑❑❑ ❑®❑❑11❑❑ 11❑❑❑❑❑❑❑ ❑❑ SITE INFORMATION :11111111111❑❑PM❑11❑❑11❑111111❑❑11❑111111 1111❑11❑11 ❑❑11❑❑11❑❑❑11❑11 1111❑❑ ❑❑11❑❑❑❑❑❑❑ [1][]111111111111 DO]❑❑❑❑❑11❑❑ ®❑11❑11❑❑ ❑❑11❑❑❑❑❑❑ [1]11111111111111111111111111111111111111 ❑11❑❑❑❑❑11❑❑ [1]11111111111111111111111111111111111111 CODES/REGULATIONS : ❑❑❑11❑11111111❑11❑11❑111]11❑❑11❑❑❑ ❑❑❑11❑❑❑1111 ❑❑❑❑❑11❑❑11❑❑❑11❑❑❑ 11❑111111❑❑1111❑❑❑ ❑11❑11❑0011❑❑❑ ❑❑❑11❑❑❑1111❑❑❑❑❑11❑❑11❑❑❑11❑❑❑ 11❑11110111111111111❑❑111111❑❑1111111 11❑❑11011❑111111111111❑❑11❑❑❑ Ell]❑❑❑111111❑®❑❑❑Ell]❑11❑❑ ❑ 1111111❑11❑❑❑❑❑111111❑11[1[1❑L10 L111❑❑ STANDARDS ❑❑❑❑11❑❑❑11❑11❑][1110❑❑❑❑11❑11❑11❑❑11❑❑❑❑III]❑❑❑❑❑ ❑ ❑❑❑❑11❑❑❑11❑®1111111111❑❑1111❑11❑❑1111111111❑❑ VICINTY MAP iPa < ZJ co o'D va q carom Hen r, cmdcnooii _ P - envo rvewoo eea<n.m G s'�o< ' F, .f 3 S wism si o ao 2 r 9 r yQ; a Pa=ac' s I D Date Description cWji�Sa �` ng 4 2 Oca R'4w O spa Nexpon NeiYM1la,w 1 10/29/2014 ISSUE FOR DEMO BID&PERMIT mese. L' Hospital Pd o off¢ S a P'o st Coasr Hwy CD P-t"Co t N � - os6"�Jo ca`ae y e poo e s NwY e t ito " Q�a 9/rp S CaatyY Siuseil eee n.h �a B' Hoax PSS Q O "a — 'ao, 4re Ji c,w.emU `a aPa. ' een eciSc Co asf HW 0 Y Wes!Coast H S>Ja P°.aye e� > s°� v :e:svenum en+w eas West Coas[Hwy llJ c.— PP-Ific:Cogst 4yoo p¢' ' alb>a H` B �e eo PROJECT SITE 1499 MONROVIA, NEWPORT BEACH, CA 92663 Newport Villa �a� a W 15th Si `�O� I Seal/Signature baa o 4% �o o� ,c ro Halyard The Beach House Apartments ro w Hospital Rd I Project Name sr �' 1499 MONROVIA - TENANT IMPROVEMENTS Q, Project Number C�~�� 07.3117.000 alrip Park Description PROJECT INFO, DRAWING INDEX Scale NOT TO SCALE A0n000 ©2014 Gensler 3g PA2014- 191 Attachment No . ZA 5 - Project Plans FIRE DEPARTMENT NOTES GENERAL NOTES CONTINUED GENERAL NOTES 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA 36. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO 1. CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF NEWPORT BEACH, CA 92663 1. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING NOT LESS THAN 2-A/2A- THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE PUBLIC AUTHORITIES GOVERNING THE WORK. 10BC WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE THROUGHOUT CONSTRUCTION AND DEMOLITION INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE 2. CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC 2. PROVIDE ALL FIRE EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING AUTHORITIES GOVERNING THE WORK. ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE 3. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION 3. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND OR ANY SPECIAL KNOWLEDGE OR EFFORT SPECIAL LOCKING DEVICES SHALL BE OF OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. Gensler 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE 37. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, 4. FOR SUBSTITUTIONS REFER TO SPECIFICATIONS. PERSONS AND IN ANY HAZARDOUS AREA DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR TRENCHES OR EXCAVATIONS 4675 MacArthur Court Tel 949.863.9434 5. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE GREATER THAN 5-0" DEEP INTO WHICH A PERSON IS REQUIRED TO DESCEND FOR 5. CONTRACTOR TO COORDINATE WORK WITH THE CITY, INCLUDING SCHEDULING TIME AND Suite 100 Fax 949.553.1676 RATED WALLS OR CEILINGS CONSTRUCTION PURPOSES. LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND Newport Beach, CA 92660 FACILITIES, AND USE OF ELEVATORS. COORDINATE WORK WITH OTHER CONTRACTS. United States 6. MAINTAIN EXIT AISLES 44"WIDE MINIMUM AT ALL PUBLIC AREAS 38. CONTRACTOR SHALL AS NECESSARY PROVIDE SHORING DESIGNED AND DETAILED BY A MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS, INCLUDING TRASH CALIFORNIA REGISTERED ENGINEER. REMOVAL ACCESS. 7. DOORS OPENING INTO REQUIRED 1 HOUR FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A 20 MINUTE 39. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A 6. CITY WILL PROVIDE WORK NOTED "BY OTHERS" OR"NIC" UNDER SEPARATE CONTRACT. RATING AND BE SELF CLOSING WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. NEWPORT BEACH FIRE DEPARTMENT NOTES INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 7. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN 40. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE INSTALLATIONS. ADVANCE. PHONE (949) 559 -7537 WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 8. CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS I1� 2. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGQUISHERS SHALL BE IN ACCORDANCE 41. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO CONFORMANCE WITH CODES AND ORDINANCES. WITH THE UNIFORM FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE APPROVAL OF THE FIRE INSPECTOR CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. G.C. TO INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE 9. COORDINATE TRASH ACCESS. 3. STORAGE,DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING FLAMMABLE AND COMPRESSED GASSES AND OTHER HAZARDOUS MATERIALS SHALL ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE 10. CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COMPLY WITH UNIFORM FIRE CODE REGULATIONS. THE STORAGE AND USE OF BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION COORDINATE WITH COUNTY TO PROVIDE SECURITY. HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL MATERIALS BEING STORED OR USED ON-SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. 11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. ON DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND 42. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, CONDITIONS AT SITE PRIOR TOCOMMENCING THE WORK, AND REPORT ANY DISCREPANCIES 4. BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK, (MATERIALS IN CLOSELY PACKED DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR TRENCHES OR EXCAVATIONS TO THECONSTRUCTION MANAGER IN WRITING. PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FEET IN GREATER THAN 5-0" DEEP INTO WHICH A PERSON IS REQUIRED TO DESCEND FOR HEIGHT, AND 6 FEET FOR GROUP A PLASTICS AND CERTAIN OTHER HIGH-HAZARD CONSTRUCTION PURPOSES. 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE COMMODITIES). HIGH-PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. TO MATERIALS BEING STORED ON-SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR 43. CONTRACTOR SHALL AS NECESSARY PROVIDE SHORING DESIGNED AND DETAILED BY A HIGH-PILED STORAGE IN ACCORDANCE WITH THE UNIFORM FIRE CODE, ARTICLE 81. CALIFORNIA REGISTERED ENGINEER. 13. FLOOR LEVELS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. PRIOR TO 5. ALL WEATHER FIRE ACCESS ROADS SHALL BE APPROVED BY THE OCFA AND IN PLACE CONSTRUCTION GENERAL CONTRACTOR SHALL HIRE A THIRD PARTY LICENSED SURVEYOR BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE. ACCESS ROADS SHALL 44. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A TO FIELD VERIFY EXISTING GRADES AND FLOOR ELEVATIONS INDICATED ON DRAWING. BE MAINTAINED CLEAR OF OBSTRUCTIONS. WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH NOTIFY ARCH ITECTIMMEDIATELY OF ANY DISCREPANCIES. 6. ACCESS GATES SHALL BE IN COMPLIANCE WITH THE UNIFORM FIRE CODE, SECT. 902 AND FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD ORANGE COUNTY FIRE AUTHORITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION. CONTRACTOR TO APPROVAL BY NEWPORT BEACH FIRE AUTHORITY IS REQUIRED. RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. 45. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON 7. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM, DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT 15. CONTRACTOR TO UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 114 INCH, OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. COMPLY WITH BUILDING CODES. UNLESS OTHERWISE NOTED. INSTALLATION, A SEPARATE PLAN SUBMITTAL AND APPROVAL BY NEWPORT BEACH FIRE 46. PROVIDE EMERGENCY LIGHTING OF MIN. ONE FOOT-CANDLE AT ALL FLOOR LEVELS TO 16. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES. AUTHORITY IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. COMPLY WITH BUILDING CODES. 8. A LETTER OF INTENDED USE FOR THE STRUCTURE(S) MAY BE REQUIRED BY THE FIRE 17. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES OR FENCING AS REQUIRED AND INSPECTOR. 47. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE AS APPROVED BY THE CITY FOR PUBLIC SAFETY PRIOR TO COMMENCING THE WORK. 9. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTATION FOR FIRE AND SHALL BE SELF-CLOSING. 18. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS DEPARTMENT ACCESS, HYDRANT LOCATIONS, WATER AVAILABILITY AND FIRE LANE ATTACHED OR MOUNTED TO WALLS OR CEILINGS. MARKINGS SHALL BE SUBMITTED TO AND APPROVED BY THE NEWPORT BEACH FIRE 48. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED. AUTHORITY PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. AN NEWPORT BEACH 19. FIRE PROTECTION EQUIPMENT AND SERVICE ACCESS MUST BE PROVIDED DURING THE FIRE AUTHORITY APPROVED SITE PLAN SHALL BE SUBMITTED WITH THE ARCH. PLANS. 49. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE CONSTRUCTION PERIOD AS REQUIRED BY THE COUNTY. PERSONS AND IN ANY HAZARDOUS AREA. 10. IN STRUCTURES OF UNDETERMINED USE, THE MINIMUM FIRE SPRINKLER DESIGN DENSITY 20. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS REQUIRED SHALL BE ORDINARY HAZARD (GROUP 2) WITH A DESIGN AREA OF 3000 SQ.FT. 50. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END DURING CONSTRUCTION. 11. AN AUTOMATIC EXTINQUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR TYPE FOOD HEAT PROCESSING EQUIPMENT THAT PRODUCES A GREASE-LADEN VAPORS. MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26-75, SMOKE 21. WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD THAT ALL LIKE OR A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE SYSTEM AND DENSITY300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED SHALL BE IN ACCORDANCE WITH UFC ARTICLE 10, NFPA 17A AND 96. SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER OTHERWISE. LOCATION. 22. PUBLIC IMPROVEMENTS AND SERVICES ADJACENT TO THE SITE SHALL BE MAINTAINED 51. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS DURING CONSTRUCTION. APPROVAL OF THE CITY ENGINEERING DEPARTMENT IS REQUIRED OR CEILINGS. BEFORE ANY WORK IS COMMENCED. 52. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE 23. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMB ING,DRAINAGE, ELECTRICAL, I 0 Date Description REQUIREMENTS. TELEPHONE WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING SYSTEM. 1 10/29/2014 ISSUE FOR DEMO BID&PERMIT 53. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48"ABOVE THE LEVEL OF THE 24. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, DIVISION OF FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR WORK ON BUILDINGS OVER 36'-0" IN HEIGHT. 54. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING 25. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING, IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCYOF NOT MORE THAN MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING ARE ONLY APPROXIMATE. THE EXACT 60 FLASHES PER MINUTE. LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ARCHITECT. 55. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN 26. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE 56. ALTERATIONS OR ADDITIONS TO THE FIRE SPRINKLER AND FIRE ALARM SYSTEM SHALL FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST. BE DONE IN COMPLIANCE WITH NFPA 13, NFPA 72, AND THE ADA. COMMON USE AREAS ARE DEFINED TO INCLUDE BREAK ROOMS, CONFERENCE ROOMS, OPEN AREAS, 27. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL OPENINGS THROUGH CORRIDORS, HALLWAYS AND LOBBIES. SHOP DRAWINGS SHALL BE REVIEWED AND THE ROOF WITH MECHANICAL EQUIPMENT MANUFACTURERS. APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTIONS. 28. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, BACK-UP 57. IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A RETURN AIR PLENUM, THEN PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, ALL EQUIPMENT AND WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR INSTALLATION IN A PLENUM. SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS. 58. ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS OF NFPA 90A, 2-3-2 IN 29. EGRESS STAIR SHAFTS SHALL BE AIRTIGHT AND SEALED. CONSTRUCTION AND INSTALLATION. 30. MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT AND SEALED. Seal/Signature DEMOLITION NOTES 31. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES 1 COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS 32. SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT DOCUMENTS. PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 33. THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL NOT CONTROL THE 2 PROVIDE AND MAINTAIN BARRICADES, LIGHTING,AND GUARDRAILS AS REQUIRED BY CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. WORKERS. 34. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND I Project Name 3 ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF SPECIFICATIONS. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH 1499 MONROVIA - TENANT REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. THE WORK. IMPROVEMENTS 4 IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED 35. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT AREAS AT NO COST TO THE OWNER/CLIENT. WRITTEN APPROVAL OF THE ENGINEER. I Project Number 5 REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND 07.3117.000 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. Description 6 REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES GENERAL NOTES AS REQUIRED FOR NEW WORK. 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING ALL DUCTWORK , UNITS AND CONTROLS 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE,AND DATA CABLING AND DEVICES I Scale THROUGHOUT BACK TO HOME RUN LOCATION 9. REMOVE ALL EXISTING FLOOR FINISHES, SCRUB, CLEAN AND PREPARE FLOOR OFR NOT TO SCALE REVIEW BY ENGINEER AND ARCHITECT A0n001 ©2014 Gensler PA2014- 191 Attachment No . ZA 5 - Project Plans SK SINK 0, 0/ OVER HVY HEAVY EA EACH ABV ABOVE MECHANICAL FIXTURES WALL MOUNTED DEVICES ELEVATION AND PLAN INDICATIONS CONSTRUCTION 1499 MONROVIA SLOT SLOTTED 0 TO 0 OUT TO OUT HW HOT WATER or HEAVY WALL ECC ECCENTRIC ACCES ACCESSORY IMPROVEMENT PROJECT SLV SLEEVE OA OVERALL HWC HOT WATER CIRCULATING ED EMERGENCY DRAIN ACI AMERICAN CONCRETE RETURN AIR EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) GLASS - SNT SEALANT OC ON CENTER HEAVY WALL CONDUIT EJ EXPANSION JOINT INSTITUTE X 1499 MONROVIA SP SOIL PIPE OD OUTSIDE DIAMETER HWD HARDWOOD EJECT EJECTOR ADDL ADDITIONAL WALL MOUNTED DUPLEX RECEPTACLE NEWPORT BEACH, CA 92663 SPEC SPECIFICATION OF OUTSIDE FACE HWH HOT WATER HEATER EL ELEVATION or ELEVATOR ADJ ADJACENT SUPPLY AIR SPECS SPECIFICATIONS OFF OFFICE HWR HOT WATER ELAST ELASTOMERIC AFF ABOVE FINISH FLOOR LINEAR DIFFUSER WALL MOUNTED QUADRAPLEX RECEPTACLE MASONRY COURSING X SPK SPEAKER OH OVERHEAD RECIRCULATING RETURN ELEC ELECTRICAL ALT ALTERNATE, ALTERATION 0 COLUMN GRID SPL SPECIAL OHD OVERHEAD DOOR HWS HOT WATER SUPPLY ELEV ELEVATOR or ELEVATION or ALTITUDE EXHAUST FAN DEMOUNTABLE PARTITION MOUNTED DUPLEX SPLR SPRINKLER OPNG OPENING HWY HIGHWAY ELP EMERGENCY LIGHTING ALUM ALUMINUM RECEPTACLE SQ SQUARE OPP OPPOSITE HYD HYDRAULIC PANEL AMT AMOUNT WOOD VENEER NEW PARTITION SS STAINLESS STEEL OPP H OPPOSITE HAND HYDRO HYDROSTATIC EMER EMERGENCY ANCH ANCHOR, ANCHORAGE O FIRE SPRINKLER DEMOUNTABLE PARTITION MOUNTED QUADRAPLEX DEMOLISHED PARTITION SSD SUB-SOIL DRAIN OPR OPERABLE ID INSIDE DIAMETER ENAM ENAMEL ANOD ANODIZED RECEPTACLE EXISTING PARTITION TO REMAIN SSGS SILICONE STRUCTURAL ORN ORNAMENTAL IN INCH ENCL ENCLOSURE ANNUNC ANNUNCIATOR ACCESS DOOR k Gensler GLAZING SEALANT ORNA ORNAMENTAL INCAND INCANDESCENT ENG ENGINEER ANT ANTENNA WALL MOUNTED TWIST LOCK OUTLET f STONE ;� [ REFERENCE TO PARTITION TYPE STC SOUND TRANSMISSION OSD OPEN SIGHT DRAIN INCR INCREASE ENT ENTRANCE APPL APPLIANCE � WALL MOUNTED NETWORK RECEPTACLE, 2 ' EGRESS PATH PRIMARY 4675 MacArthur Court Tel 949.863.9434 CLASS OUT OUTLET INFIL INFILTRATION EOS EDGE OF SLAB APPROX APPROXIMATE PORTS-TYP. Suite 100 Fax 949.553.1676 STD STANDARD OVFL OVERFLOW INFO INFORMATION EPDM ETHYLENE PROPYLENE APRVD APPROVED PLASTIC LAMINATE Newport Beach, CA 92660 STG SEATING OZ OUNCE INSP INSPECT DIENE MONOMER ARCH ARCHITECT, EGRESS PATH SECONDARY United States STGG STRUCTURAL GLAZING PSL PIPE SLEEVE INSTRUM INSTRUMENT EQ EQUAL ARCHITECTURAL 4 WALL MOUNTED NETWORK RECEPTACLE, 4 PORTS L' GASKET P. LAM PLASTIC LAMINATE INSUL INSULATION EQUIP EQUIPMENT ASPH ASPHALT -qh- ELEVATION DATUM POINT STGR STAGGER PA PUBLIC ADDRESS INT INTERIOR or INTERNAL ESC ESCALATOR ASSOC ASSOCIATION, ASSOCIATE V WALL MOUNTED DATA RECEPTACLE SECTION INDICATIONS STIFF STIFFENER PB PULL BOX INTERM INTERMEDIATE EST ESTIMATE ASSY ASSEMBLY OFFICE-a ROOM NAME STL STEEL PBD PARTICLE BOARD INTLK INTERLOCK, INTERLOCKING EVAP EVAPORATOR AUTH AUTHORIZED v WALL MOUNTED VOICE RECEPTACLE ACOUSTICAL CEILING TILE L 04F06 ROOM NUMBER STM STEAM PCF POUNDS PER CUBIC FOOT IW INDIRECT WASTE EWH ELECTRIC WATER HEATER AUTO AUTOMATIC STOR STORAGE PCPL PORTLAND CEMENT JAN JANITOR EX EXISTING AVG AVERAGE DEMOUNTABLE WALL MOUNTED, NETWORK STR STRAIGHT(RE-BARS) PLASTER J-BOX JUNCTION BOX EXCAV EXCAVATE B TO B BACK TO BACK T RECEPTACLE, 2 PORTS-TYP. ALUMINUM XXXXXX DOOR NUMBER (WITH SCHEDULE) STRUC STRUCTURAL PD PLAZA DRAIN JC JANITOR'S CLOSET EXEC EXECUTIVE B/ BOTTOM (OF) STRUCT STRUCTURAL PED PEDESTAL or PEDESTRIAN JCT JUNCTION EXG EXISTING BD BOARD DEMOUNTABLE WALL MOUNTED, DATA RECEPTACLE BRICK STW STORM WATER PEDTR PEDESTRIAN JST JOIST EXH EXHAUST or BUILDING DEPARTMENTIII III ALIGN ALIGN WITH ESTABLISHED SURFACES SUPP SUPPLEMENTARY, PERF PERFORATE JT JOINT EXH AIR EXHAUST AIR BETW BETWEEN DEMOUNTABLE WALL MOUNTED, VOICE CARPET SUPPLEMENT PERIM PERIMETER KG KILOGRAM EXIST EXISTING BEV BEVEL RECEPTACLE CONCRETE SUR SURFACE PERP PERPENDICULAR KIP KILOPOUND (1000 POUNDS) EXP EXPANSION or EXPOSED BLDG BUILDING J A DEMOUNTABLE WALL MOUNTED, ELEC JUNCTION �XX SHEET NOTE SURF SURFACE PKG PARKING KIT KITCHEN EXP JT EXPANSION JOINT BLK BLOCK BOX-AV, SEE AV DWGS SUSP SUSPENDED, SUSPEND PKWY PARKWAY KM KILOMETER EXPN EXPANSION BLKG BLOCKING CONCRETE MASONRY UNIT SUSP SUSPENDED PL PLATE KO KNOCKOUT EXPS EXPOSE(D) BLW BELOW QE WALL MOUNTED, ELECTRICAL JUNCTION BOX- SPEC SECTION SW SWITCH PLAM PLASTIC LAMINATE KPL KICKPLATE EXT EXTERIOR BM BEAM or BENCH MARK LINE VOLTAGE CUTSTONE SY SQUARE YARD PLAS PLASTER KVA KILOVOLT-AMPERE EXTR EXTRUDE BOL BOLLARD J L WALL MOUNTED, ELECTRICAL JUNCTION BOX- 05120 SYM SYMMETRICAL PLBG PLUMBING KW KILOWATT F DEGREES FAHRENHEIT BOT BOTTOM LOW VOLTAGE EARTH OR NATURAL GROUND STRUCTURAL STEEL KEY NOTE SYN SYNTHETIC PLF POUNDS PER LINEAL FOOT KWH KILOWATT HOUR FA FIRE ALARM or FRESH AIR BRDG BRIDGE, BRIDGING SYS SYSTEM PLMBG PLUMBING LA LANDSCAPE ARCHITECT FAB FABRICATE, FABRICATION BRDLM BROADLOOM QA WALL MOUNTED, ELECTRICAL JUNCTION BOX-AV, FABRIC WRAPPED PANEL T&G TONGUE & GROOVE PLSTIC PLASTIC LAB LABORATORY, LABOR FAR FLOOR AREA RATIO BRG BEARING SEE AV DWGS T/ TOP PLTF PLATFORM LAD LADDER FAST FASTENER or FASTEN BRKT BRACKET GLASS REVISION REFERENCE TAN TANGENT PLYWD PLYWOOD LAM LAMINATE, LAMINATED FC FOOT CANDLE BRZ BRONZES WALL MOUNTED, ELEC JUNCTION BOX- INSTANT 00\ TC TOP OF CURB PNEU PNEUMATIC LAT LATERAL FD FLOOR DRAIN BU BUILT-UP MESSAGING, SEE IM DWGS o 00 0 0o GRAVEL TD TRENCH DRAIN PNL PANEL or FIRE DEPARTMENT BUR BUILT-UP ROOF o0 000 000 LAV LAVATORY QSWALL MOUNTED, ELEC JUNCTION BOX- SECURITY, LOCATION ON ROW WHERE SHOWN TEL TELEPHONE PNT PAINT LB POUND (WEIGHT) FDC FIRE DEPARTMENT BW BOTH WAYS SEE SECURITY DWGS GYPSUM BOARD DIRECTION OF ELEVATION TEMP TEMPORARY POL POLISH, POLISHED LBL LABEL CONNECTION C/C CENTER TO CENTER A ROW OF ELEVATION SHEET WHERE TERR TERRAllO POLYST POLYSTYRENE LBR LUMBER FDTN FOUNDATION CAB CABINET 4 WALL MOUNTED, CABLE TV RECEPTACLE INSULATION (LOOSE OR BATT) SHOWN THK THICK PORT PORTABLE LCD LIQUID CRYSTAL DIODE FE FIRE EXTINGUISHER CAP CAPACITY XX THRESH THRESHOLD POT W POTABLE WATER LD LEADER DRAIN FEC FIRE EXTINGUISHER CTV CLOSED CIRCUIT TV D INSULATION (RIGID) Al 1.01 SHEET WHERE SHOWN THRU THROUGH PR PAIR LH LEFT HAND CABINET CEM CEMENT, CEMENTITIOUS CTV DEMOUNTABLE WALL MOUNTED, CABLE TV TKBD TACKBOARD PRCST PRECAST LIB LIBRARY FF&E FIXTURES, FURNISHINGS CER CERAMIC RECEPTACLE METAL TLT TOILET PRE PREFINISHED LIN LINEAR & EQUIPMENT CF CUBIC FEET WALL MOUNTED A/V RECEPTACLE DETAIL NUMBER TOC TOP OF CONCRETE PREFAB PREFABRICATED LINO LINOLEUM FGR FIBERGLASS REINFORCED CFL COUNTERFLASHING PLASTER X TOL TOLERANCE PREFIN PREFINISHED LIQ LIQUID FHC FIRE HOSE CABINET CFT CUBIC FOOT XX. SHEET WHERE SHOWN TOS TOP OF SLAB PRESS PRESSURE LL LIVE LOAD FH FIRE HYDRANT CHR CHILLED WATER RETURN AVT WALL MOUNTED AIV TROUGH IM TOW TOP OF WALL PRI PRIMARY LN LENGTH FIN FINISH, FINISHED CHAM CHAMFER PLASTER WITH LATH JWALL MOUNTED ELECTRICAL JUNCTION BOX DESCRIPTION OF SIMILAR OR TP TOP OF PAVEMENT PRTN PARTITION LNDG LANDING FIXT FIXTURE CHS CHILLED WATER SUPPLY PLYWOOD TPTN TOILET PARTITION PSF POUNDS PER SQUARE FOOT LNTL LINTEL FL FLOOR or FIRE LINE CIR CIRCLE OPPOSITE TRAF TRAFFIC PSI POUNDS PER SQUARE INCH LOC LOCATE FLASH FLASHING CJ CONTROL JOINT WALL MOUNTED VOICE/DATA JUNCTION BOX AREA TO BE DETAILED TRANS TRANSPARENT PT PAINT LOCS LOCATIONS FLDG FOLDING CL CENTERLINE PRE-CAST CONCRETE TRAY TRAVERTINE PTC POST-TENSIONED LP LOW POINT FLEX FLEXIBLE CLG CEILING WALL MOUNTED THERMOSTAT = MILLWORK TRD TREAD CONCRETE LT LIGHT FLG FLOORING CLKG CAULKING SAND OR GROUT TRTD TREATED PTD PAINTED LT WT LIGHTWEIGHT FLR FLOOR CLR CLEAR WALL MOUNTED, CONDUIT STUB-OUT VOICE DATA TSL TOP OF SLAB PTN PARTITION LTG LIGHTING FLUOR FLUORESCENT CLR OPG CLEAR OPENING " r ; STONE XXX MILLWORK SCHEDULE TAG (IF USED) TST TOP OF STEEL PVC POLYVINYL CHLORIDE LV LOW VOLTAGE FM FACTORY MUTUAL CMU CONCRETE MASONRY UNIT ' WALL MOUNTED, CONDUIT STUB-OUT AV LVLG LEVELING WOOD (FINISHED) TSTAT THERMOSTAT PVF POLYVINYLIDENE FINISH COMPANY CND CONDITION TV TELEVISION PVG PAVING LVR LOUVER FO FINISHED OPENING CNTR CENTER or COUNTER [� WALL MOUNTED, CONDUIT STUB-OUT POWER WALL TYPE REFERENCE TYP TYPICAL PVMT PAVEMENT LWC LIGHT WEIGHT CONCRETE FOC FACE OF CONCRETE COATG COATING WOOD (CONTINUOUS MEMBER) UL UNDERWRITERS' PVT PRIVATE M METER FOF FACE OF FINISH COEF COEFFICIENT WM WIREMOLD, SEE MEP DWGS LABORATORIES PWR POWER MACH MACHINE FOS FACE OF STUDS COILG COILING WOOD (INTERRUPTED MEMBER) WINDOW REFERENCE NUMBER UNDRLAY UNDERLAYMENT QT QUARRY TILE MAINT MAINTENANCE FP FIREPROOF COL COLUMN WALL MOUNTED, PLUG MOLD \� (REFER TO WINDOW SCHEDULE) UNO UNLESS NOTED QTR QUARTER MAN MANUAL FPM FEET PER MINUTE COM COMMON OTHERWISE QTY QUANTITY MAR MARBLE FPRF FIREPROOF COMB COMBINATION A4a 4" DEEP x 18" H FLUSH MOUNTED ELECRICAL PANEL FINISH USS UNITED STATES STANDARD QUAL QUALITY MARB MARBLE FR FIRE RATING COMP COMPRESSED BOX W/ REMOVABLE COVER, SEE AV DWGS. XXXXX EQUIPMENT NUMBER RA RETURN AIR MAS MASONRY FIRM FRAME COMPT COMPARTMENT A4b 4" DEEP x 12" H FLUSH MOUNTED ELECRICAL PANEL WALL FINISH (REFER TO MILLWORK SHEETS) UTL, UTIL UTILITY RAD RADIUS MATL MATERIAL FRPF FIREPROOF CON CONSTRUCTION VAC VACUUM RADN RADIAN MAX MAXIMUM FS FLOOR SINK CONC CONCRETE BOX WI REMOVABLE COVER, SEE AV DWGS. x-99 VAR VARIES RB RUBBER BASE MD MEDIUM FSCW FLUSH SOLID CORE WOOD COND CONDENSER or CONDUIT -99 BASE FINISH A6 6" DEEP FLUSH MOUNTED ELECRICAL PANEL X I D Date Description VB VAPOR BARRIER RBT RABBET ME MECHANICAL ENGINEER FT FOOT CONN CONNECTION BOX W/ REMOVABLE COVER, SEE AV DWGS. SECTION SYMBOL VBC VINYL BASE (COVED) RCP REFLECTED CEILING PLAN MECH MECHANICAL FTG FITTING CONST CONSTRUCTION EXTENT OF FINISH AX.XX 1 10/29/2014 ISSUE FOR DEMO BID&PERMIT VBS VINYL BASE (STRAIGHT) RD ROOF DRAIN MED MEDIUM FURN FURNITURE CONT CONTINUOUS AV-CP CONTROL PANEL, SEE AV DWGS. VCT VINYL COMPOSITION TILE RDR READER MEMB MEMBRANE FURR FURRING CONTR CONTROL WALL FINISH VEH VEHICLE REBAR REINFORCING BAR MET METAL FUT FUTURE CONY CONTRACTOR $ WALL MOUNTED, LIGHT SWITCH XXXX VENT VENTILATE REC RECEIVER MEZZ MEZZANINE FVC FIRE VALVE CABINET CONVECTOR EXTENT OF FINISH VERT VERTICAL RECEP RECEPTACLE MFD MANUFACTURED FWC FABRIC WALL COVERING COR CORNER or CORRIDOR D DEMOUNTABLE WALL MOUNTED, LIGHT SWITCH REFLECTED CEILING VEST VESTIBULE RECES RECESSED MFG MANUFACTURER FXD FIXED CORR CORRIDOR or CORRUGATE VIF VERIFY IN FIELD RED REDUCER MH MANHOLE FXTR FIXTURE COV COVER °S WALL MOUNTED LIGHT SWITCH W/OCCUPANCY XXXX SPECIAL FINISH VIT VITREOUS REF REFRIGERATOR MHO MAGNETIC HOLD OPEN GA GAUGE CPR COPPER SENSOR VLT VAULT REFL REFLECTED MIN MINIMUM GAL GALLON CPT CARPET PSD DEMOUNTABLE PARTITION MOUNTED, LIGHT ACOUSTICAL CEILING AND GRID VOL VOLUME REFR REFRIGERATIOR MIR MIRROR GALV GALVANIZED CR CARD READER XXX FLOOR FINISH VP VENT PIPE REG REGULAR MISC MISCELLANEOUS GC GENERAL CONTRACTOR CRS COURSE or COLD SWITCH W/OCCUPANCY SENSOR VR VAPOR RETARDER REINF REINFORCEMENT MK MARK GD GUTTER DRAIN ROLLED STEEL F FUSED DISCONNECT SWITCH VS VENT STACK REM REMOVE MLDG MOLDING GEN GENERATOR CSG CASING CHANGE IN FLOOR FINISH VWC VINYL WALL COVERING REQ REQUIRE MLWK MILLWORK GENL GENERAL CSTG CASTING ER1 AV RACK (20.5"W X 22.5"HX 16"D), SEE AV GYPSUM BOARD W/ WITH READ REQUIRED MM MILLIMETER GFRC GLASS FIBER REINFORCED CT CERAMIC TILE or CORK TILE DRAWINGS W/o WITHOUT RESIL RESILIENT MMB MEMBRANE CONCRETE CTD COATED X'-X" WB WOOD BASE RESIS RESIST or RESISTANT or MO MASONRY OPENING GFRG GLASS FIBER REINFORCED CTR CENTER or COUNTER ER2 AV RACK (22"W X 68.5"HX 20"D), SEE AV DRAWINGS WC WATERCLOSET RESISTIVE MOD MODULE GYPSUM CTSK COUNTERSUNK Z CEILING HEIGHT CHANGE SYMBOL WD WOOD RET RETURN or RETAINING MOIST MOISTURE GFRP GLASS FIBER REINFORCED CU. FT. CUBIC FEET FLOOR MOUNTED DEVICES X1_X11 WDW WINDOW REV REVERSE or REVISE or MONO MONOLITHIC PLASTER CU. YD. CUBIC YARD WF WIDE FLANGE REVISION MOT MOTOR(IZED) GKT GASKET CUR CURRENT ® FLUSH FLOOR MOUNTED, DUPLEX STRUCTURAL STEEL REV DR REVOLVING DOOR MOV MOVABLE GL GLASS CV CHECK VALVE RECEPTACLE XXXX ( ) � X'-X" CEILING FINISH AND HEIGHT SYMBOL WH WATER HEATER RF ROOF MP METAL ACOUSTAL PANEL GL BLK GLASS BLOCK CW COLD WATERT FLUSH FLOOR MOUNTED, QUADRAPLEX WLD WELD RFG ROOFING MR MOP RECEPTOR GLZ GLAZE CWP CIRCULATING WATER PUMP RECEPTACLE I Seal/Signature WM WIRE MESH RGH ROUGH MRD METAL ROOF DECK GND GROUND CWR CONDENSATE WASTE + GRID STARTPOINT SYMBOL WP WATERPROOFING RGTR REGISTER MTD MOUNTED GOVT GOVERNMENT RETURN WPT WORKING POINT RH RIGHT HAND MTL METAL GPH GALLONS PER HOUR CWS CONDENSATE WASTE LAV 17]] FLUSH FLOOR MOUNTED, COMBINATION M CEILING MOUNTED CAMERA WR WATER RESISTANT or RL REFERENCE LINE MTR MOTOR GPM GALLONS PER MINUTE SUPPLY DUPLEX,AUDIO VISUAL &VOICE/DATA WATER REPELLANT RM ROOM MULL MULLION GPS GALLONS PER SECOND CY CUBIC YARD or CYCLE RECEPTACLES C�) CEILING MOUNTED SPRINKLER HEAD WRSTP WEATHERSTRIPPING RMV REMOVE MWK MILLWORK GR GRADE CYL CYLINDER FaaAV\ ' FLUSH FLOOR MOUNTED, COMBINATION WT WEIGHT RO ROUGH OPENING NAT NATURAL GRAN GRANITE DB DECIBEL WTRPRF WATERPROOFING ROW RIGHT OF WAY NEUT NEUTRAL GRND GROUND DBL DOUBLE QUADRAPLEX,AUDIO VISUAL &VOICE/DATA WALL MOUNTED EXIT SIGN, SHOWS QUANTITY OF WWF WELDED WIRE FABRIC RPT REPEAT(LIKE "DITTO") NIC NOT IN CONTRACT GRTG GRATING DC DIRECT CURRENT RECEPTACLES FACE(S)AND DIRECTION OF ARROW(S) XH EXTRA HEAVY RR RAILROAD NMT NON-METALLIC GT GROUT DD DECK DRAIN \ X HVY EXTRA HEAVY S4S SURFACED 4 SIDES NO NUMBER GV GALVANIZED DEG DEGREE FLUSH FLOOR MOUNTED, COMBINATION `� CEILING MOUNTED EXIT SIGN SHOWS QUANTITY OF � X STIR EXTRA NETWORK RECEPTACLES, 2 EXTRA STRONG SALV SALVAGE NOM NOMINAL GYP GYPSUM DEMO DEMOLITION ► FACE(S)AND DIRECTION OF ARROW(S) NR NOISE REDUCTION PORTS -TYP. I Project Name YD YARD SAN SANITARY GYP-BD GYPSUM BOARD DEPT DEPARTMENT � CEILING MOUNTED SPEAKERS YR YEAR SC SOLID CORE NRC NOISE REDUCTION HB HOSE BIB DES DESIGN(ED) � FLUSH FLOOR MOUNTED, COMBINATION DUPLEX 1499 MONROVIA - TENANT SCHED SCHEDULE COEFFICIENT HC HOLLOW CORE DET DETAIL NETWORK RECEPTACLES, 2 PORTS-TYP. OS CEILING MOUNTED OCCUPANCY SENSOR IMPROVEMENTS SCR SCREEN NS NEAR SIDE HD HEAD, HEADER DF DRINKING FOUNTAIN SCR SCRIBE NTS NOT TO SCALE HEAVY DUTY DIAG DIAGONAL SCUP SCUPPER 0, 0/ OVER HDCP HANDICAPPED (BETTER DIA DIAMETER 0 FLUSH FLOOR MOUNTED NETWORK RECEPTACLE CEILING MOUNTED MOTOR, SEE AV DRAWINGS I Project Number SCWD SOLID CORE WOOD 0 TO 0 OUT TO OUT CALLED "ACCESSIBLE") DIFF DIFFUSER JOE CEILING MOUNTED JUNCTION BOX- LINE VOLTAGE 07.3117.000 SE STRUCTURAL ENGINEER OA OVERALL HDN HARDEN DIM DIMENSION SECT SECTION OC ON CENTER HDR HEADER DISP DISPENSER 0 FLUSH FLOOR MOUNTED DATA RECEPTACLE OD OUTSIDE DIAMETER J a CEILING MOUNTED JUNCTION BOX- AV, SEE AV DWGS I Description SECUR SECURITY OF OUTSIDE FACE HDWD HARDWOOD DIV DIVISION O SYMBOLS ABBREVIATIONS SECY SECRETARY HDWE HARDWARE DMT DEMOUNTABLE FLUSH FLOOR MOUNTED VOICE RECEPTACLE SED SEWAGE EJECTOR OFF OFFICE HEX HEXAGONAL DN DOWNs DISCHARGE OH OVERHEAD HGR HANGER DO DOOR OPENING � CEILING MOUNTED JUNCTION BOX- SECURITY, SEE SEL SELECT OHD OVERHEAD DOOR HGT HEIGHT DPR DAMPER SECURITY DWGS J❑ FLUSH FLOOR MOUNTED, ELECTRICAL JUNCTION C CEILING MOUNTED, DUPLEX RECEPTACLE SERV SERVICE OPNG OPENING HID HIGH INTENSITY DISCHARGE DR DOOR E BOX- LINE VOLTAGE SEV SEWAGE EJECTOR VENT OPP OPPOSITE HM HOLLOW METAL DRN DRAIN SF SQUARE FOOT OPP H OPPOSITE HAND HORIZ HORIZONTAL DSCON DISCONNECT FLUSH FLOOR MOUNTED, ELECTRICAL JUNCTION REX REQUEST TO EXIT I Scale SFGL SAFETY GLASS El OPR OPERABLE HP HIGH POINT DSP DRY STANDPIPE BOX-AV, SEE AV DWGS As indicated SGL SINGLE ORN ORNAMENTAL HR HOUR DTL DETAIL SHORG SHORING ORNA ORNAMENTAL HS HEAT STRENGTHENED DWG DRAWING OSD OPEN SIGHT DRAIN [ JUNCTION BOX ON ACCESS FLOOR FOR SHT SHEET HT HEIGHT DWGS DRAWINGS SHTHG SHEATHING OUT OUTLET HTG HEATING DWR DRAWER PV COMBINER BOX LOCATION- SEE MEP DWGS SHWR SHOWER OVFL OVERFLOW HTR HEATER DS DOWNSPOUT SIM SIMILAR OZ OUNCE HTW HIGH TEMPERATURE WATE DSP DRY STANDPIPE A0n002 HVAC HEATING, VENTILATING &AI CONDITIONING ©2014 Gensler �-D PA2014- 191 Attachment No . ZA 5 - Project Plans SITE KEYNOTE 1499 MONROVIA 01 EXISTING PAVEMENT TO BE RESLURRIED IMPROVEMENT PROJECT AND ALL PARKING STALLS TO BE 1499 MONROVIA RESTRIPED NEWPORT BEACH, CA 92663 02 PROVIDE STAINLESS STEEL FLUSH MOUNTED HANDRAILS ON EITHER SIDE OF EXTERIOR STAIRS WITH INTEGRAL LIGHTING, BASIS OF DESIGN INTENSE / LIGHTING IVR15-RPS WITH EMBEDMENT / DETAIL /II 03 PROVIDE NEW STAINLESS STEEL / HANDRAIL MATCHING STAIRS AND Gensler WHEELCHAIR GUARD ON EXISTING RAMP / IF SLOPE EXCEED CODE REQUIRED MINIMUMS 4675 MacArthur Court Tel 949.863.9434 S05 Suite 100 Fax 949.553.1676 04 NEW BUILDING MONUMENT SIGNAGE, / S08 WITH REQUIRED POWER AND LIGHTING United Stort tes Beach, CA 92660 / 1 05 REMOVE ALL EXISTING PLANTING AND 1 REPLACE WITH DROUGHT TOLLERANT 14 NATIVE GRASS TO BE SELECTED BY 20 13 LANDSCAPE ARCHITECT 06 NEW FIRE DEPARTENT CONNECTION, S01 1 REFER TO CIVIL S05 19 12 1 07 EXISTING CURB AND CURB CUTS TO / S08 1 REMAIN 18 11 08 PATCH AND REPAIR ALL EXISTING CURB PLANTERS. REPAINT AND REFINISH 23 1 17 10 I CURBS 1 09 RELOCATED TRANSFORMER WITH 22 1 16 9 BOLLARDS FOR PROTECTION 110 MODIFY EXISTING FENCE FOR IPE SLAT 21 15 8 1 INSTALLATION. PROVIDE SUPPORT FOR / 1 FENSCE TO BE PLUMB AND TRUE / 7 �* 01 ■ ■ 01 LE N / N / 6 SO2 ■ ■ ■ S05 DN 5 I PROPERTY LINE / S08 - 1 4 32 / 33 31 DS02 1 S10 +0'-0" RELATIVE ELEVATION OF SURROUNDING 34 30 SITE ITEMS / S05 ■ L. 1 +1'-6" RELATIVE ELEVATION OF BUILDING PLINTH / S08 35 29 X 3 1 +27'-10" RELATIVE ELEVATION OF BUILDING ROOF F—n-n 1 03 45 36 28 1 2 L_ LLLI ■ 1 46 44 S01 37 27 52 S09 47 43 38 26 HCIN 1 SO2 51 48 42 39 25 ■ ■ 1 HC VAN SO4 50 49 41 40 24FE O SIGNAGE 0 0 E:1 0 Ll 0 S0-6 416'-91/4" MONROVIA AVENUE D Date Description W W U) � H L0 SITE PLAN - SHEET NOTES 1 „ SCALE: 1 -20-0 A. NON COMPLIANT PARKING STALL COUNT: 50 REGULAR (EXISTING) 2 ACCESSIBLE (EXISTING) 50 REGULAR (PROPOSED NON COMPLIANT) 2 ACCESSIBLE (PROPOSED NON COMPLIANT) I Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description SITE PLAN Scale NOT TO SCALE A0n005 ©2014 Gensler 41 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA DOOR SCHEDULE IMPROVEMENT PROJECT 1499 MONROVIA DOOR MATERIAL FRAME MATERIAL NEWPORT BEACH, CA 92663 NUMBE Type Dimensions Fire Hardware R Mark Width Height Thickness Door Panel Material Door Panel Finish Door Frame Material Door Frame Finish Rating Set Comments 100A B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 100B B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 100C E 3' - 6" 7' - 0" 1" PROVIDED BY ELEVATOR MFR 100D.1 131 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE Gensler 100D.2 B3 31 - 011 91 - 011 1 3/4" CONCEALED EXTERIOR DOOR FACADE FINISH TO CONTINOUS ACROSS ENTIRE DOOR FACE 101.1 D 7l - O" 9' - 10 3/8" 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR WITH CARD READER 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 101.2 D 7' - 0" 91 - 1011 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR WITH CARD READER Newport Beach, CA 92660 101.3 G 331 - 01' 91 - 1011 2 5/8" TEAK BASIS OF DESIGN NANAWALL United States 103 Ci 3' - 0" 101 - 011 1/2" GLASS 106.1 B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 106.2 F 101 - 011 91 - 011 ' - 0" 2" CUSTOM GARAGE DOOR, EXERIOR FACADE MATERIAL TO CONTUE ACROSS ENTIRE WIDTH 107 B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 108.1 B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 108.2 B3 3' - 0" 91 - 011 1 3/4" CONCEALED EXTERIOR DOOR FACADE FINISH TO CONTINOUS ACROSS ENTIRE DOOR FACE 109 C1 3' - 0" 91 - 011 ' - 0" 1/2" GLASS 110 B3 3' - 0" 91 - 011 1 3/4" CONCEALED EXTERIOR DOOR FACADE FINISH TO CONTINOUS ACROSS ENTIRE DOOR FACE 112 B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 113 H 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 114 B1 3' - 0" 91 - 011 1 3/4" TEAK HIGH STC RATED DOOR 116 B3 3' - 0" 91 - 011 1 3/4" CONCEALED EXTERIOR DOOR FACADE FINISH TO CONTINOUS ACROSS ENTIRE DOOR FACE 120 B2 31 - 011 91 - 011 1 3/4" TEAK 60 REFURBISH EXISTING DOOR FOR REUSE, RECERTIFY EXISTING DOOR MATERIAL 121 B2 3' - 0" 91 - 011 1 3/4" TEAK 60 REFURBISH EXISTING DOOR FOR REUSE, RECERTIFY EXISTING DOOR MATERIAL 200A B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 200B B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 200C E 3' - 6" 7' - 0" 1" PROVIDED BY ELEVATOR MFR 200D B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 201.1 C2 3' - 6" 121 - 6" 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR 201.2 C2 3' - 6" 12' - 6" 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR 207 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 208 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 209 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 210 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 211 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 212 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 213 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 214 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 215 B1 3' - 0" 91 - 011 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 216 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 217 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE 218.1 C2 3' - 6" 12' - 6" 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR 218.2 C2 3' - 6" 12' - 6" 1 3/4" GLASS BASIS OF DESIGN ELLISON BALANCED DOOR 218.3 G 10' - 8" 91 - 1011 2 5/8" BASIS OF DESIGN NANAWALL 218.4 G 10' - 8" 91 - 1011 2 5/8" 219 A 3' - 0" 8' - 6" 1 3/4" TEAK REFURBISH EXISTING DOOR FOR REUSE [Z\ Date Description Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description DOOR SCHEDULE Scale NOT TO SCALE A0n030 ©2014 Gensler PA2014- 191 Attachment No . ZA 5 - Project Plans FINISH SCHEDULE 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA FINISH TAG DESCRIPTION MANUFACTURER NO,/STYLE COLOR FINISH DIMENSIONS REQUIRED SUBMITTALS REMARKS NEWPORT BEACH, CA 92663 CLG01 EXPOSED CONCRETE - CLG02 PAINTED GYP. BOARD TBD TBD C1301 EXTERIOR GLAZING-VRE1-46 VIRACON ASSEMBLY MOCKUP SUBMITTAL REQ'D CP02/CP03 EXTERIOR GLAZING-VRE26-46 VIRACON CP02 OCCURS AT SPANDREL ASSEMBLY MOCKUP SUBMITTAL REQ'D CONDITION CP04 EXTERIOR GLAZING-MULLION FINISH - ANNODIZED METAL TBD DR01 DRAPERY-SOLAR SHADE MECHOSHADE TBD FF01 EXPOSED CONCRETE - SHEEN TBD (3) 10'X10'ONSITE SHEEN MOCKUP SUBMITTAL REQ'D GRIND, POLISH, SEAL G e ns I e r FF02 CARPET TILE INTERFACE HN840 TBD FF03 FLOOR TILE SOLI BASALT HONED 15"X 30"X 1/2" FF04 FLOOR TRANSITION - SOLID SURFACE MATERIAL TBD 4675 MacArthur Court Tel 949.863.9434 FF10 EXTERIOR PLATFORM FINISH TBD Suite 100 Fax 949.553.1676 FF11 EXTERIOR CONCRETE - PROVIDE CONTROL JOINTS PER ARCH Newport Beach, CA 92660 MW01 WOOD -TEAK TO MATCH ARCH SAMPLE United States MW02 WOOD- RECLAIMED TEAK TERRAMAI TEAK PANELING TO MATCH ARCH PREFINISHED 1/2"THK SAMPLE MW03 HOT ROLLED STEEL - MW04 STONE-COUNTERTOPS TBD SF01 SKYLIGHT FRAMING FINISH - ANNODIZED METAL SF02 SKYLIGHT GLASS FINISH VIRACON ASSEMBLY MOCKUP SUBMITTAL REQ'D WF01 WALL PAINT-GENERAL TBD WF02 WALL BOARD FORMED CONCRETE - WF03 WALL TILE RESTROOMS SOLI BASALT HONED 15"X 30"X 1/2" WF04 WOOD-TEAK TO MATCH ARCH SAMPLE WF05 FABRIC WRAPPED PANELS-ACOUSTICAL TBD ACOUSTIC PANELS WF06 WALL PAINT-RESTROOM WF07 POURED IN PLACE CONCRETE-EXPOSED - EXPOSED AGGREGATE DESIGN PER ARCH AGGREGATE WF08 FABRIC WRAPPED PANELS-TACABLE TBD WF10 WALL BASE-WOOD TO MATCH ARCH SAMPLE WF11 WALL BASE- HOLD ROLLED STEEL - WF12 WALL BASE-TILE SOLI BASALT HONED 15"X 30"X 1/2" PROVIDE 3/8"RADIUS COVE SCHLUTER WF20 5/8"CLEAR GLASS PULP STUDIOS XF01 WOOD RAIN SCREEN PARKLEX FACADE TBD 10 MM THICKNESS VENTILATED RAINSCREEN ASSEMBLY XF05 EXTERIOR GLAZING [Z\ Date Description Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description FINISH SCHEDULE Scale NOT TO SCALE A0n060 ©2014 Gensler 4S PA2014- 191 Attachment No . ZA 5 - Project Plans CONSTRUCTION KEYNOTE 1499 MONROVIA 201 PLATFORM SEATING, FINISH AND IMPROVEMENT PROJECT PATTERN LAYOUT WITH SOLID WOOD 1499 MONROVIA EDGE BAND ON SUBSTRATE MIN 3/4" FIRE NEWPORT BEACH, CA 92663 TREATED PLYWOOD, PROVED LED EDGE LIGHTING 203 INFILL CONCRETE SLAB TO LEVEL 01 ELEVATION, COLOR AND TEXTURE TO MATCH EXISTING 204 FULLY RECESSED STAINLESS STEEL FIRE EXTINGUISHER CABINET 205 1/2"CLEAR GLASS BUTT JOINT Gensler A B C D 1 E F G GUARDRAIL 34 A2.200 206 BREAKROOM WITH SINK, INSTA HOT/COLD WATER TAP 4675 MacArthur Court Tel 949 .553. 67 Suite 100 Fax 949.553.1676 208 NEW CONCRETE SLAB, COLOR AND Newport Beach, CA 92660 A2.100 TEXTURE TO MATCH EXISTING, SEE United States STRUCTURAL 210 POURED IN PLACE CONCRETE WALL 211 ENSURE EXISTING LINE OF CURTAINWALL IS CLEAN, SMOOTH AND UNITERPTED FOR CONTINOUS FLUSH SURFACE 210 212 212 STAINLESS STEEL POST MOUNTED HANDRAIL WITH CONCEALED LED LIGHTING AND CONCEALED FITTINGS, BASIS OF DESIGN INTENSE LIGHTING IVR15-RPS 213 STAINLESS STEEL POST MOUNTED f 06 1 HANDRAIL WITH CONCEALED FITTINGS 211 214 REFURBISH EXISTING STAIR WITH CONCRETE FINISH, PROVIDE NEW STAINLESS STEEL CONTINOUS HANDRAIL �� 230 ACCOUSTICAL SCREN ON STEEL POST 5' ELEC RM M 2 MAX SPACING, HEIGHT NOT TO EXCEED 108.2 108 ¢ 10N 212 133' - 0 ABOVE GRADE ti 212 231 PROPOSED MECHANICAL EQUIPMENT CONFERENCE AREA, SEE MECHANICAL DWGS A3 A3 DN] 103 232 NEW SKYLIGHT GPRIVATE ARAGE 233 PRIMARY SCUPPER 106 n 211 234 OVERFLOW SCUPPER 106.2 N 0 204 M� a 213 � -'� 205 ' ,i0o106.1 205 3 3 109 OPEN STADIUM 1 LOBBY CAFE OFO�E STAIR 101 105 _ 11. i DN RECP 102 206 STORAGE � STORAGE ¢ — — � O Q 120 A2.500 J N N i HALLWAY 4 FIRE RISER 116 ¢ \ / 1 A6 119 A6A 116 ELEV A6A7 1 A2.500 i ELEV 100C — — — — — MACHINE A3- 110 // \\ 100C COPY o' -- 110 115 204 � � \ Qi 1 SK2.001 T 1 TI T M' OOD. A3_ 1 1 1 I 214 OOD. 11 TIT \ 1 T A3.101 STI IR 100D LI A3_ ■ o 0 5 IDF 203 � f Z\ Date Description 112 112 — S ORAGE r---, --, WOMEN'S ME 'S 114 iRESTROOM RESTIZOOM ii . 204 100B 100A 203 --- --- � a 203 ¢ OPEN 1 0 L OFFICE 0 I �, 104 AIR GA A3_ DARK ROOM I 113 I � 203 1203 3 6 SHEET NOTES � 211 Q A. ALL CONCRETE FLOOR SURFACES ARE 7 TO BE GROUND SMOOTH -17 B. PROVIDE LVL 4 FINISH AT ALL GYP.BD SURFACES, U.O.N. 3 C. INSTALL METAL CORNER BEADS AT ALL A2.500 I EXPOSED WALLBOARD EDGES. INSTALL I Seal/Signature CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQ'D. D. PROVIDE MIN. 20 GA. BACKING STUDS AND/OR 18 GA. BY 6"WIDE BACK'G PLATES WHEN REQUIRED FOR SUPPORT U.O.N. E. PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS. INSURE STUDS REMAIN PLUMB. CRIMP OR SCREW ATTACH TO I Project Name RUNNERS AS REQUIRED. 14.99 MONROVIA - TENANT F. PREP SLAB AS REQUIRED FOR SPECIFIED IMPROVEMENTS FINISH, REF. FINISH PLANS, A05.00 SERIES SHEETS. I Project Number G. DOOR JAMB LOCATIONS SHALL BE TYP. 07.3117.000 4" FROM ADJ. WALL. I Description H. NEW INTERIOR DOORS/FRAMES SHALL BE CONSTRUCTION PLAN - LEVEL 01 FACTORY FINISHED U.O.N.. EXIST DOORS AND FRAMES SHALL BE REFINISHED AS REQ'D TO LIKE NEW CONDITION AND PER SCHEDULE. I. FIELD VERIFY ALL EXISTING DIMENSIONS Scale PRIOR TO INSTALLATION OF MILLWORK, As indicated DOORS, DOOR FRAMES, ETC. J. DIMENSION ARE FROM FACE OF FINISH TO FACE OF FINISH, U.O.N. CONSTRUCTION PLAN - LEVEL 01 Al n201 SCALE: 1/8 - 1 -0 ©2014 Gensler 44 PA2014- 191 Attachment No . ZA 5 - Project Plans CONSTRUCTION KEYNOTE 1499 MONROVIA 201 PLATFORM SEATING, FINISH AND IMPROVEMENT PROJECT PATTERN LAYOUT WITH SOLID WOOD EDGE BAND ON SUBSTRATE MIN 3/4" FIRE 1499 MONROVIA TREATED PLYWOOD, PROVED LED EDGE NEWPORT BEACH, CA 92663 LIGHTING 203 INFILL CONCRETE SLAB TO LEVEL 01 ELEVATION, COLOR AND TEXTURE TO MATCH EXISTING 204 FULLY RECESSED STAINLESS STEEL A B C E F G FIRE EXTINGUISHER CABINET 81-711 221-011 221-011 22'-o" 22'-o" — ' 8'-7° —' 205 1/2 CLEAR GLASS BUTT JOINT GenslerGUARDRAIL 1 206 BREAKROOM WITH SINK, INSTA A2.200 HOT/COLD WATER TAP 4675 MacArthur Court Tel 949.863.9434 208 NEW CONCRETE SLAB, COLOR AND Suite 100 Fax 949.553.1676 TEXTURE TO MATCH EXISTING, SEE Newport Beach, CA 92660 United States A2.100 STRUCTURAL 210 POURED IN PLACE CONCRETE WALL 1 211 ENSURE EXISTING LINE OF CURTAINWALL IS CLEAN, SMOOTH AND UNITERPTED FOR CONTINOUS FLUSH SURFACE 212 STAINLESS STEEL POST MOUNTED HANDRAIL WITH CONCEALED LED LIGHTING AND CONCEALED FITTINGS, BASIS OF DESIGN INTENSE LIGHTING IVR15-RPS 213 STAINLESS STEEL POST MOUNTED 1 HANDRAIL WITH CONCEALED FITTINGS BALCONY 208 214 REFURBISH EXISTING STAIR WITH 222 CONCRETE FINISH, PROVIDE NEW 00 STAINLESS STEEL CONTINOUS HANDRAIL 230 ACCOUSTICAL SCREN ON STEEL POST 5' — 218.4 2m )y ii 2 MAX SPACING, HEIGHT NOT TO EXCEED 33' - 0"ABOVE GRADE 231 PROPOSED MECHANICAL EQUIPMENT OFFICE BOARDROOM AREA, SEE MECHANICAL DWGS OFFICE 217 218 OFFICE 216 Q 219 232 NEW SKYLIGHT 233 PRIMARY SCUPPER 3 -011 234 OVERFLOW SCUPPER 216 217 219 I I OPEN OPEN OFFICE/ OFFICE 3 A2.100 205 206 205 OPEN OFFICE 204 I ------------------- o ------ ------ OPEN TO BELOW 2., 4---------------- I i I �� A6A 5A2.500 ------------1------------------- ------------ N ------------ ----------------- 4 SHOWER \,ECFV _ 206 1 A2.500 200C 215 �– Mi COPY TORAGE ;--- D3_ / o � C�� – 221 � � � i � 220 204 III 1 SK2.001 STAIR 204 — — 200D 200D 1 A3.201 .06 WOMEN _EN –L— EN'SGO RESTROOM RESTROOM �P 214 � A3_ A3_ 200A 2006 OPE m Q OPEN 0201Et CD C)C14 C14 o o OFFICE I D Date Description OPEN 201 OFFICE 203 214 213 212 211 210 209 208 207 CaO N C¢O a Q I OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 214 213 J 212 211 210 J 209 208 207 I I SHEET NOTES I - III A. ALL CONCRETE FLOOR SURFACES ARE 7 TO BE GROUND SMOOTH B. PROVIDE LVL 4 FINISH AT ALL GYP.BD SURFACES, U.O.N. 2 C. INSTALL METAL CORNER BEADS AT ALL EXPOSED EDGES. INSTALL A2.500 CASING BEADS WHEREVER TVER WAL BOARD Seal/Signature PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQ'D. D. PROVIDE MIN. 20 GA. BACKING STUDS AND/OR 18 GA. BY 6"WIDE BACK'G PLATES WHEN REQUIRED FOR SUPPORT U.O.N. E. PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS. INSURE STUDS REMAIN PLUMB. CRIMP OR SCREW ATTACH TO I Project Name RUNNERS AS REQUIRED. 1499 MONROVIA - TENANT F. PREP SLAB AS REQUIRED FOR SPECIFIED IMPROVEMENTS FINISH, REF. FINISH PLANS, A05.00 SERIES SHEETS. I Project Number G. DOOR JAMB LOCATIONS SHALL BE TYP. 07.3117.000 4" FROM ADJ. WALL. Description H. NEW INTERIOR DOORS/FRAMES SHALL BE CONSTRUCTION PLAN - LEVEL 02 FACTORY FINISHED U.O.N.. EXIST DOORS AND FRAMES SHALL BE REFINISHED AS REQ'D TO LIKE NEW CONDITION AND PER SCHEDULE. I. FIELD VERIFY ALL EXISTING DIMENSIONS I Scale PRIOR TO INSTALLATION OF MILLWORK, As indicated DOORS, DOOR FRAMES, ETC, J. DIMENSION ARE FROM FACE OF FINISH TO FACE OF FINISH, U.O.N. 1 CONSTRUCTION PLAN - LEVEL 02 Al n202 SCALE: 1/8"= 1'-0" ©2014 Gensler 4 PA2014- 191 Attachment No . ZA 5 - Project Plans ROOF KEYNOTE 1499 MONROVIA 230 ACCOUSTICAL SCREN ON STEEL POST 5' IMPROVEMENT PROJECT MAX SPACING, HEIGHT NOT TO EXCEED 33' - 0"ABOVE GRADE 1499 MONROVIA NEWPORT BEACH, CA 92663 231 PROPOSED MECHANICAL EQUIPMENT AREA, SEE MECHANICAL DWGS 232 NEW SKYLIGHT 233 PRIMARY SCUPPER 234 OVERFLOW SCUPPER A B C D E F G 1 Gensler A2.200 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I 8'-7" 22'-0" 22'-0" 22'-0" 22'-0" 8'-7" I I I I I I BO C. M N I I I I I 3 232 f 234 In O 4 33 O O O O 231 O O O O N 230 O 0 0 O O i I I 5 O Date Description I I I I I CN 0 zh I I I I I 6 50 SHEET NOTES Seal/Signature A. PROVIDE NEW CLASS "A" TPO ROOF OVER RIGID INSULATION FOR ENTIRE ROOF B. PROVIDE WALKING PADS FROM ROOF ACCESS HATCH TO AND AROUND ALL ROOF MOUNTED EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE. VERIFY LOCATION AND QUANITY WITH MECHANICAL DRAWINGS C. GC SHALL PROVIDE SUBMITTALS FOR: I project Name 1: QUALIFICATION DATA: FOR QUALIFIED INSTALLER AND MANUFACTURER 1499 MONROVIA - TENANT 2: MANUFACTURER CERTIFICATES: SIGNED BY ROOFING MANUFACTURER CERTIFYING IMPROVEMENTS THAT ROOFING SYSTEM COMPLIES WITH I project Number REQUIREMENTS SPECIFIED IN "PERFORMANCE REQUIREMENTS"ARTICLE. 07.3117.000 3: PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS I Description PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING CONSTRUCTION PLAN - LEVEL 03 AGENCY, FOR COMPONENTS OF MEMBRANE ROOFING SYSTEM. 4: RESEARCH/EVALUATION REPORTS: FOR COMPONENTS OF MEMBRANE ROOFING SYSTEM, FROM THE ICC-ES. I Scale 5: WARRANTIES: SAMPLE OF SPECIAL WARRANTIES. AS indicated 1 CONSTRUCTION PLAN - LEVEL 03 Al • 203 SCALE: 1/8"= 1'-0" ©2014 Gensler 40 PA2014- 191 Attachment No . ZA 5 - Project Plans POWER&COMMUNICATION KEYNOTE 1499 MONROVIA 301 PROPOSED SAW CUT LAYOUT FOR NEW IMPROVEMENT PROJECT FLOOR BOXES, PATCH BACK CONCONCRETE TO MATCH EXISTING 1499 MONROVIA COLOR AND TEXTURE NEWPORT BEACH, CA 92663 302 PROVIDE CUSTOM STANCHION FOR CARD READER 303 ALL OUTLET POSITIONS ARE ON THE DESK WORKING SURFACE AND NOT IN FLOOR BOXES A B C D E F G 304 PROVIDE BACKBOX AND CONDUIT FOR FUTURE LCD DISPLAY AND WALL BACKING G ensler 305 PROVIDE LED TAPE LIGHT AT MILLWORK BASE 4675 MacArthur Court Tel 949.863.9434 306 PROVIDE RECESSED PIN LIGHTING AT Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 APPROX. 6" SPACING PER ARCH United States ELEVATION 307 PROVIDE LED TAPE LIGHT TO EDGE LIGHT MILLWORK RECESS I I I I I I 8'-7" 22'-0" 22'-011 221-0" 22'-011 81-7" lo I I I I I 1 �i 413 — ELEC RM 108 1071 I I I Z�a CONFEORENCE(� I I D Y ` DN PRIVATE o GARAGE CR N 106 303 LT-10 CR 305 305 Nor— 302 3 OPEN * CR OFFICE STADIUM STAIR 301 105 CAFE / 305 LOBBY 101 N D o G REC - fl--- --------------t _N o 303 STORA E STORAGE 12144 120 - -L---08- ---- 1 111 IS ELEV HALLWAY 16 MACHINE ELE 119 306 3 5 307 110 / V COPY / 301 115 305 LT- 8 T �I Trb �I MEN'S WOM 0 TR00 0 100D �� RESTROOM 303 _i.;, 1006 100A I 5 �\------ LT-10 ------------------------------------- � I0 Date Description 7305 D _ 303 STORAGE 114 _ IDii � �� ' � �� LT-10 OPEN \ OFFICEZk - / - - o 04 104 305 M 303 DARK ROOM 9 4 - 113 I I 1 � I I BO I 7 Seal/Signature Project Name SHEET NOTES 1499 MONROVIA - TENANT IMPROVEMENTS A. FLOOR CORES TO BE CONCEALED I Project Number BELOW DESK/ MILLWORK TYP. 07.3117.000 Description POWER PLAN - LEVEL 01 Scale As indicated 1 POWER & COMMUNICATION - LEVEL 01 Al • 301 SCALE: 1/8 - 1-0 ©2014 Gensler 47 PA2014- 191 Attachment No . ZA 5 - Project Plans POWER& COMMUNICATION KEYNOTE 1499 MONROVIA 301 PROPOSED SAW CUT LAYOUT FOR NEW IMPROVEMENT PROJECT FLOOR BOXES, PATCH BACK CONCONCRETE TO MATCH EXISTING 1499 MONROVIA COLOR AND TEXTURE NEWPORT BEACH, CA 92663 302 PROVIDE CUSTOM STANCHION FOR CARD READER 303 ALL OUTLET POSITIONS ARE ON THE DESK WORKING SURFACE AND NOT IN FLOOR BOXES A B C D E F G 304 PROVIDE BACKBOX AND CONDUIT FOR FUTURE LCD DISPLAY AND WALL BACKING G ensler 305 PROVIDE LED TAPE LIGHT AT MILLWORK BASE 4675 MacArthur Court Tel 949.863.9434 306 PROVIDE RECESSED PIN LIGHTING AT Suite 100 Fax 949.553.1676 APPROX. 6" SPACING PER ARCH Newport Beach, CA 92660 United States ELEVATION 307 PROVIDE LED TAPE LIGHT TO EDGE LIGHT MILLWORK RECESS I I I I 8'-7" 22'-0" 22'-011 22'-011 22'-011 81-7" I I I I I - - 1 BALCONY 2212 BID I 2 71I - OFFICE 219 _ �I BOARDR M,. • �AV �AV • I� O i 218 OFFICE OFFICE _ 216 1 217 M . . N I I I I II 303 303 303 I OPEN OFFICE 206 3 OPEN 0 LT-101, )gyp OPENLT-10 OFFICE OFFICE 204 204 � 205 `\ I --- - - -- ----� ----------------- o--- --� --------- I I I I I I I '[S- _ 4 OWER �.ELEV 304 304 304 215 2000 LT-08 a ) � I COPY STORAGE � 221 � � r �F1 220 � _ o ----��---------- ----- -T-0 8--------- - -- %----- ------ ------4 --------------- ------I-- ---- II C:) \ / N WOMEN'S --1 MEN'S i STAIR �) RESTROOM R�STROOM O O 200D �� 2006 \ p " LT-10 1 I )) LT-10 D a I0 Date Description OPEN OPEN OPEN OFFICE — a OFFICE OFFICE 202 201 203 303 I I I I I l OFFICE OFFICE—` OFFICE C4 214 213 I 212 OFFICE OFFICE QFFICE - -0 1 211 210 OFFICE OFFICE 207 = 209 208 6 I °° 7 Seal/Signature Project Name SHEET NOTES 1499 MONROVIA - TENANT IMPROVEMENTS A. FLOOR CORES TO BE CONCEALED I Project Number BELOW DESK/ MILLWORK TYP. 07.3117.000 Description POWER PLAN - LEVEL 02 Scale As indicated 1 POWER & COMMUNICATION - LEVEL 02 Al • 302 SCALE: 1/8 - 1-0 ©2014 Gensler 42 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 A B C D E F G Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I I I I I I i p i 5 Date Description I I I I I I I I I I 6 Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description POWER PLAN - LEVEL 03 Scale 1/811 /8" = 1'-011 1 POWER & COMMUNICATION - LEVEL 03 Al • 303 SCALE: 1/8"= 1'-0" ©2014 Gensler 45 PA2014- 191 Attachment No . ZA 5 - Project Plans RCP KEYNOTE 1499 MONROVIA 401 MOTORIZED PROJECTOR SCREEN IMPROVEMENT PROJECT MOUNTED TO DECK, PROVIDE POWER 402 PROJECTOR SCREEN MOUNTED TO 1499 MONROVIA DECK, PROVIDE POWER AND DATA NEWPORT BEACH, CA 92663 403 18" DEEP CONCRETE SMOKE CURTAIN 404 METAL PANEL TO MATCH MULLION COLOR AND ALL JOINTS TO ALIGN WITH MULLION SPACING 405 2" DIA PIPE GRID ATTACHED TO FLOOR A B C D E F G SLAB ABOVE WITH ISOLATION HANGERS 406 ACCOUSTICAL FOAM MOUNTED TO Gensler UNDERSIDE OF FLOOR SLAB 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I 8'-7" 22'-0" 221-0" 221-0" 221-011 8'-711 10 IF 404 CONFERENCE o I I I I 103 I I JA - - - 2 107 8 ELEC RM LT-06 LT-06 LT-06 LT-06 108 —LT-01— —LT-01— 10 I II LT-06 LT-06 LT-06 LT-06 —LT-01— —LT-01— —LT-01— —LT-01— ti PRIVATE 401 GARAGE .............. I. I � I I 404 —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— -LT-01— —LT-01— —LT-01— I I STADUW OPEN 1 1 STAIRj 403 LT-01— —LT-01— —LT-01— OFFICE � —LT-01— I CAFE 104 404 0 109 � I I I LOBBY I I 101 D l o ECP I o N IL 102 � I I LT-01— —LT-01— —LT-01— STORA E STORAGEI —LT-01— 121 120 1 I LWA 4 LT-04 119 FIRE RISER 1LT-04 0° LT 02 (D LT-02 C)LT-02 OLT-02 OLT-02 �LT-02 116 g _0 100C —LT-01— —LT-01— ELEV 1 D LT 04 MACHINE COPY L T-03 LT-03 LT-03 LT 03 LT 03 LT 03 LT-03 ° LT-03 2 _ 110 I 115 A3.101 o C 02 CLG02' CtG02 LG02 0 TO- T-09 N LT-09 11 LT-03 Ta03 o a 0 0 0 0 III —LT-0 LT-03 LT-03 LT-03 LT 03 LT-03 LT-0 —LT-01— STAIR WOMEN' MEN`S —LT-01— 100D J I2ESTRO,OM L boa 003 RESTROOM 100B 100A O 5 0 Date Description S ORAGE 114 LT-01— —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01— IDF 112 OPEN 405 OFFICE - 104 o N 406 � LT-07 LT-07 LT-07 LT-07 —LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01— I I I I II LT-07 LT-07 LT-07 LT-07 LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01— - DARK ROOM 404 bo 113 I - 7 Seal/Signature 1 A2.200 Project Name SHEET NOTES 1499 MONROVIA - TENANT IMPROVEMENTS A. BOTTOM OF ALL LIGHT FIXTURES AND I Project Number DIFFUSERS TO ALIGN AT 10'-0"ABOVE FINISH FLOOR 07.3117.000 B. CLEAN, PREP AND REFINISH EXISTING I Description CONCRETE FLOOR SLAB ABOVE REFLECTED CEILING PLAN - C. PROVIDE MOTORIZED MECHSHADES AT LEVEL 01 ALL EXTERIOR GLAZING WITH HOUSING TO MATCH MULLION COLOR, SEE FINISH SCHEDULE FOR SHADE INFORMATION Scale D. CEILING FINISH TO BE EXPOSED As indicated CONCRETE DECK, UNLESS OTHERWISE NOTED. COLOR AND/OR PAINT OF ALL CEILING DEVICES, CONDUIT AND CABLES TO BE VERIFIED BY ARCH. REFLECTED CEILING PLAN - LEVEL 01 • 401 1 , SCALE: 1/8 - 1-0 ©2014 Gensler �D PA2014- 191 Attachment No . ZA 5 - Project Plans RCP KEYNOTE 1499 MONROVIA 401 MOTORIZED PROJECTOR SCREEN IMPROVEMENT PROJECT MOUNTED TO DECK, PROVIDE POWER 402 PROJECTOR SCREEN MOUNTED TO 1499 MONROVIA DECK, PROVIDE POWER AND DATA NEWPORT BEACH, CA 92663 403 18" DEEP CONCRETE SMOKE CURTAIN 404 METAL PANEL TO MATCH MULLION COLOR AND ALL JOINTS TO ALIGN WITH MULLION SPACING 405 2" DIA PIPE GRID ATTACHED TO FLOOR A B C D E F G SLAB ABOVE WITH ISOLATION HANGERS 406 ACCOUSTICAL FOAM MOUNTED TO Gensler UNDERSIDE OF FLOOR SLAB 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States 8'-7" 22'-0" 22'-0" 22'-0" 22'-0" 8'-7" 10 1 ❑LT-06 !—.,LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 - BoARDR OM 218 00 2) —LT-01— —LT-01— ❑LT-06 —LT-01— 41 —LT-01— ❑LT-06 —LT-01— —LT-01— OFFICE OFFICE OFFICE 216 917 219 ❑LT-06 —LT-01— —LT-01— ❑LT-06 —LT-01— —LT-01— ❑LT-06 —LT-01— —LT-01— ❑ LT-06 0 ❑LT-06 —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01— ❑ LT-06 OPEN OFFICE 206 3 El LT-06 OFFICE OFFICE—LT-01— OPEN —LT-01— —LT-01— OPEN ° LT-05 ° LT-05 LT-05 LT-05 —LT-01— [I LT-06 204 205 0 ° LT-05 LT-05 ° LT-05 LT-05 LT-0 ° LT-05 0 N ❑LT-06 —LT-01— —LT-01— —LT-01— LT-05 ° LT-05 ° LT-05 LT-05 ° L -05 LT-05 —LT-01— ❑ LT-06 SHOWER 215 402 LT-03 LT-03 i 4 i 7CLGO2 ��LEVi� 0 LT-02 LT-02 �j"LT-02 v LT-02 LT-021 0 LT-02 LT-03 LT 03 200C ❑LT-06 0 9, O„ ° LT-02 —LT-01— LT-01— ❑ LT-06 LT-03 LT-03 �� LT-03 0 C.. o O o O O O O ;7NRAG�E COPY CL O2 LT-03 LT-03 LT-03 LT-03 LT-03 LT-03 / LT-09 LT-09 221 /� A3.201 � LT-03 o 7-LT 09 " o' LT 03 CLG02 9 -0 ;RER Lr-o STAIR a o a ❑LT-06 —LT-01— 200D —LT-01— —LT-01— LT-03 LT-03 LT-03' 03 LT-03 —LT-01— ❑ LT-06 WOMEN'S RESTROOM ° oM. 2008 LT-03 a LT-03 OPENrn —r ,�j OFFICE I D Date Description 202 OPEN OPEN OFFICE ❑LT-06 —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— LT-01— —LT-01— 2O1 —LT-01— ❑ LT-06 OFFICE 203 0 M N 0LT-06 —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01— ❑ LT-06 OFFICE OFFICE OFFICE OFFICE OFFICE 0 FICE OFFICE OFFICE 214 213 F 212 1 21 1 210 209 208 207 —LT-01— —LT-01— —LT-01— —LT-01— —LT-01— LT-01— —LT-01— —LT-01- - 6 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑LT-06 El LT-06 ❑LT-06 ❑LT-06 ❑LT-06 ❑ LT-06 °O Seal/Signature 1 A2.200 Project Name SHEET NOTES 1499 MONROVIA - TENANT IMPROVEMENTS A. BOTTOM OF ALL LIGHT FIXTURES AND I Project Number FIIFFUSERS TO NISH SH FLOOR ALIGN AT 10'-0"ABOVE 07,3117.990 B. CLEAN, PREP AND REFINISH EXISTING I Description CONCRETE FLOOR SLAB ABOVE REFLECTED CEILING PLAN - C. PROVIDE MOTORIZED MECHSHADES AT LEVEL 02 ALL EXTERIOR GLAZING WITH HOUSING TO MATCH MULLION COLOR, SEE FINISH SCHEDULE FOR SHADE INFORMATION Scale D. CEILING FINISH TO BE EXPOSED As indicated CONCRETE DECK, UNLESS OTHERWISE NOTED. COLOR AND/OR PAINT OF ALL CEILING DEVICES, CONDUIT AND CABLES TO BE VERIFIED BY ARCH. 1 REFLECTED CEILING PLAN - LEVEL 02 Al • 402 SCALE: 1/8 - 1-0 ©2014 Gensler 51 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 A B C D E F G Gensler 1 A2.200 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States FF10 FF11 FF11 i FF10 WH—. ELEC RM 108 �p� CONFERENCEI Ip FF02 - - DN 501 w>`02= PRIVATE FF01 GARAGE 106 W F-01 FF01 W B-01 MW02 OPEN * — 3 OFFICE 104 STAIR � OFF01 CAFE 105 0 ` LOBBY 109 _ 101 W F07 W F07 — _ MW01 N }� RECP fF10 II — — I 102 MW03 MW04 STORA E STORAGE — — 121 120 HALLWAY ELEV \ 119 WF04 FIRE RISER MACHINE ELEV ' 116 110 100C F MW01 / \ / \ COPY 115 mm MW03 �/ � � � �I � III � \ � 3 STAIR ® • A3.101 100D WOMEN'SRESTROOM ENS i Q REST ESTRO M p 1006 100A i 5 D Date Description S ORAGE / 114 IDF 112 MOPEN 1,11,102 OFFICE MW02 104 F08 4F10 DARK ROOM 113 W ( F05\' WF11) FF10 I Seal/Signature SHEET NOTES A. FINISH TO BE WF01/WF10 UNLESS OTHERWISE NOTED. Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description FINISH PLAN - LEVEL 01 Scale As indicated FINISH PLAN - LEVEL 01 • 501 1 " SCALE: 118 - 1-0 ©2014 Gensler 5 PA2014- 191 Attachment No . ZA 5 - Project Plans FINISH KEYNOTE 1499 MONROVIA 501 ALL EXPOSED SHEAR WALLS TO HAVE IMPROVEMENT PROJECT WF02 FINISH 1499 MONROVIA NEWPORT BEACH, CA 92663 A B C D E F G Gensler 1 A2.200 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I I I I — Air— — — 1 BALCONY 12 0 222 y 10'-015/16" M OFFICE OFFICE 216 217 3'-6" BOARDROOM 3'-6" W F01 OFFICE 0 0 FF02 218 �WB10 219 FF02 W F01 FF02 W F01 a WB1 - 0 WB1 0 Cl) I I I I I II FF01 W F02 - 501 MW01 UP \ OPEN OFFICE \ 206 3 W F02 OPEN — OPEN OFFICE OFFICE - _ 4 204 0 205 CPO I I I II II I I I ill Ili I II I I I I I I II II I I II - II I II - II I o 4 �.ELEV SHOWER F 0 W F03 215 WF12 —1, E� � COPY 221 TORAGE STAIR 220 II 200D E Fq A l L-1�1 3 7 A3.201 i 1A1 I R Kilo �ESTR 0 ESTROO 2003 200A OPEN OFFICE I D Date Description 202 OPEN W F08 OFFICE OPEN (WF10 201 OFFICE 203 WF20 TYP I OFFICE OFFICE OFFICE OFFICE OFFICE 0 FICE OFFICE OFFICE 214 213 212 211 210 209 F 208 207 WF01 WF01 WF01 WF01 WF01 FF02 WF01 WF01 WF01 FF02 FF02 FF02 FF02 FF02 FF02 — FF02 I 1 W1310 WB10/ WB40 WB10 WB10 WB10 WB10 WB10 I l — 7 Seal/Signature SHEET NOTES A. FINISH TO BE WF01/WF10 UNLESS OTHERWISE NOTED. Project Name 1499 MONROVIA — TENANT IMPROVEMENTS Project Number 07.3117.000 Description FINISH PLAN - LEVEL 02 Scale As indicated FINISH PLAN - LEVEL 02 • 502 1 " SCALE: 118 - 1 -0 ©2014 Gensler 53 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 A B C D E F G Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I I I I I I 1 0 ELEC RM 108 10N CONFERENCE UR 103 DN PRIVATE GARAGE / 106 F. 3 OPEN LOBBY UO3 COD OFFICE r 101 CAFE 104 109 STADIUM 1 — I I I I STAIR N o5 RECP STORAGE STORAGE _ _ t 102 121 1 120 1? I T1 — t �77 FRE RISER ■ HALLWAY 4 116 ` ELEV / 119 ELEV 100C MACHINE /'\ 110 \ COPY 115 F_ T Ff TI T ` I m STAI \ G �11 100D IT WOM MEN'S V RESTROOM RESTROOM 5 f 0 Date Description STORAGE 114 ID � 112 I l OPEN OFFICE 104 DARK ROOM3 OtD CD 113 6 7 Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description FURNITURE PLAN - LEVEL 01 Scale 1/811 /8" = 1'-011 1 FURNITURE PLAN - LEVEL 01 Al • 601 SCALE: 1/8"= 1'-0" ©2014 Gensler 54 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 A B C D E F G Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I 8'-7" 22'-0" 22'-0" 22'-0" 22'-0" 8'-7" 10 — — — 1 BALCpNY 221 BO OFFICE OFFICE 71 -- 216 217 - BOARDROOM OFFICL L Q Q E II 218 219 A! 1� I I l I I OPEN OFFICE 206 3 00 00OPENN OFFICE 205 0204 o ill Ili II N I 0 0 0 0 II - II I II II I II _ II I _ o � 4 OWER �.ELEV i 0 215 200C ® � � COPY � � STORAGE221 _ 220 II 0 N STAIR ' _ 200D �� 0 WOMEN'S JMEN'S" RE OOM /RESTROOM' STR 4 4 200B 200A � I OPEN 5 OPEN OFFICE I D Date Description OFFICE 202 OPEN OFFICE 01 203 201 00 I I I I I I l a o e e e o I o M N 0 0 0 0 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 214 213 212 211 210 209 208 207 I °° Seal/Signature Project Name 1499 MONROVIA — TENANT IMPROVEMENTS Project Number 07.3117.000 Description FURNITURE PLAN - LEVEL 02 Scale 1/811 /8" = 1'-0" FURNITURE PLAN — LEVEL 02 • 602 1 " SCALE: 1/8 - 1-0 ©2014 Gensler 515 PA2014- 191 Attachment No . ZA 5 - Project Plans ELEVATION KEYNOTE 1499 MONROVIA 901 CONTRACTOR TO PROVIDE 15' W X 9'T X IMPROVEMENT PROJECT 8' D CURTAIN WALL MOCK-UP WITH PAINTED WHITE INTERIORS AND A 4' 1499 MONROVIA WIDE LIGHT STRIP STRIP FOR OWNER NEWPORT BEACH, CA 92663 AND ARCHIETSG F E 1 D C B A MOCKUP WTARCHI EICT/PR OR TO CORDINATE A2.200 CONSTRUCTION 8'-7" 22'-0" 22'-0" 22'-0" 22'-0" 8'-7" 01 901 SEMI-RECESSED Gensler - LIGHT FIXTURE SF02 XF05 XF01 4675 MacArthur Court Tel 949.863.9434 a' Suite 100 Fax 949.553.1676 LEVEL 03 Newport Beach, CA 92660 CP02 OFFi 25'25'_0" United States / TYP. MODUAL I I K I I I - CP03 \ „ „ N 3 -0 5 -0 0 M II II EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ II II Cl) o LEVEL 02 N12'-6" CP02L��=A N I I II I I I XF01 o I I II I I I ollll � � I � LILL11L L �HIILILLIL I I LEVEL 01� CP01 LOWER LEVEJL 061 SEMI-RECESSED LIGHT FIXTURE 1 EXTERIOR ELEVATION - NORTH SCALE: 118 - 1 -0 A B C D 1 E F G A2.200 8'-7" 22'-0" 22'-0" 22'-0" 22'-0" 8'-7" 5'-9 1/4" 5'-0" 3'-0" 3'-0"k 5'-0" 1.3'-0" 3'-0'' 5'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 5'-0'' 3'-0" 3' 0" 5'-0" 5'-91/4" CP02 LEVEL 03 25'-0"� L I—IT N 77 I I I I 777"r 77 I I o CP03 I I I I I I I I L---L-- J I II I I I I I I I I I I I o I I III I I I I I I I I I I LEVEL 02� CP02 _ I I I1 CV I I -AL I I I I I I I I I XF01 I I I I I I CP01 D Date Description I I I I I I I I I I I I I I I I I I I I I I I I I I I LEVEL 01� 0" LOWERL0" 2 EXTERIOR ELEVATION - SOUTH SCALE: 1/8 - 1-0 7 6 5 4 3 2 1 Seal/Signature 8'-7" 23'-0" 20'-0" 20'-0" 23'-0" 8'-7" I I I I I I 5'- 1/4" 5'-0" y 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5 -011 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-91/4" I I I I I I I I I I I I I _ LEVEL 03� I Project Name CP02 i — 25'-0"Y 1499 MONROVIA - TENANT I I I I I I I I I I IMPROVEMENTS I I I I I I I I I I CP03 XF05 I Project Number I I I I I I I I 07.3117.000 _LEVEL 02 CP02 i' 0 121-61' I Description I I I I I I I I I I I I I I BUILDING EXTERIOR ELEVATION FFT I / I FF11 I I I I CP01 I I I I I/ I I I I II II II I\ II I � LEVEL 01 I Scale LOWER LEVEL 9' 1/8 �/$„ _ 1,-0„ EXTERIOR ELEVATION - EAST A2ml 3 , SCALE: 1/8 1 -0 ©2014 Gensler 50 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 1 2 3 4 5 6 7 NEWPO TROVIA BEACH, CA 92663 y 8'-7" y 23'-0" y 20'-0" y 20'-0" y 23'-0" 8'-7" If- 5'-(11/4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 51-011 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-91/4" ens er LEVEL 0 4675 MacArthur Court Tel 949.863.9434 CP02 `� 25'-0 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States CP03 I I ' I I I I I co Ili I I I I I I III Oi N I I I I I I I I o XF05 I I I I I I I I I I I I I I I I l l LEVEL 0 CP02 ED 12'-6' II II II � II II iv I I I I III Ill - FF11 � I I � I I I I LEVEL 01 II II 0 � ------- h LOWER LEVEL 01 h _\ 4-6" TOP OF FO ING -3'-0" FROSTED FILM STAND PIPE CONNECTION EXTERIOR ELEVATION - WEST 1 "_ , SCALE: 1/8 - 1-0 D Date Description Seal/Signature Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description BUILDING EXTERIOR ELEVATION Scale 1/811 /8" = 1'-0" A2n1 ©2014 Gensler 57 �.: + � rS+�`•}c J. l .<' '�: '� ,`. env y. :. ,. .• �i1`� %4'`•R.r �, ;,• � • J•�t� it '• :��' •• ` jy�.� di � t��'•��,� t► r('5�� ck• ;{� ! •�•�f ;. •{ ``�' `t �K �Z � •1 •�� 'rj:. �'� .�v �\ r t:•f1 rT`j 51�` t�. �.� !� L� i � ��• -!r. h .r� �� •� l�rl `�� 1•" •`'; `fir •r��• .�• '� cls• .� '� v .0 Wit- •., �.- J .. - '. .:�t �'� _—:\---- � - `� 'erne+ . ��-��• _ - - r - ' t . /+ � .. r. � Ate. i�- _ .<: ~ .�t 'A �. • 52Y t Sol _ �� ,� ilk' .. \. r,� i� � �'• - . 1 ALI ♦mss r .- .-� I,, , _ _ s:.aa Yr. < -! 4. -!•t :•'�.- I MAIAdK' Myo � \ �1� -r'i`, '{ �,I' r,��' ,i, f'^.,,C.� "'r.� -- �'Y �f°'.��''�°�"'•�""'� 1?'�'t",� Now Oman lion wrm r •�� r t � 't _ y � \ .,I �� .1 , (� � tit• ,.'�9fb� _ _. �-` - . 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ZA 5 - Project Plans 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States 7 6 5 4 3 2 1 _ R0 LEVEL 03� N'S OFFICE ESZOOM o i � _ LEVEL 02� N'S ESZOOM LOBBY 0 _LEVEL 01 LOWER LEVEL�?1' TOP OF FOGTING .�; -3'-0" 1 SECTION SCALE: 1/8 - 1'-0" [Z\ Date Description ® I Seal/Signature m Co ED Project Name 1499 MONROVIA - TENANT = IMPROVEMENTS Ftl Project Number 07.3117.000 -- I Description IL BUILDING SECTIONS Scale 1/811 /8" = 1'-011 2 AXONOMETRIC A2n200 SCALE: ©2014 Gensler 00 PA2014- 191 Attachment No . ZA 5 - Project Plans 1499 MONROVIA F G IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States INSULATED GLAZING UNIT, 3/8" EXTERIOR- 1/2"AIR GAP- 1/4" INTERIOR LITE, VIRACON BASIS OF DESIGN, VRE26-46, AT SHADOW BOX, CUSTOM INTERIOR FABRICATED METAL CLOSURE ON INSIDE FACE TO MATCH MULLION COLOR LEVEL 3 CURTAIN WALL SYSTEM, STRUCTURAL BUTT JOINT WITH 10" DEEP MULLION TYPICAL AT HORIZONTAL, FABRICATE AS UNITIZED SYSTEM INSULATED GLAZING UNIT, 3/8" EXTERIOR- 1/2"AIR GAP- 1/4"-1/4" LAMINATED INTERIOR LITE, VIRACON BASIS OF DESIGN, VRE26-46 (V INSULATED GLAZING UNIT, 3/8" EXTERIOR- 1/2" AIR GAP- 1/4"-1/4" LAMINATED INTERIOR LITE, VIRACON BASIS OF DESIGN, VRE26- 6, AT SHADOW BOX, CUSTOM INTERIOR FABRICATED METAL CLOSURE ON INSIDE FACE TO MATCH MULLION COLOR LEVEL 12'- CURTAIN WALL SLAB EDGE CLIP HANGAR N ---------------- FABRICATED METAL PANEL CLOSURE TO _ MATCH MULLION COLOR AND LAYOUT OF ALL JOINTS TO ALIGN WITH CURTAIN SYSTEM D Date Description --------- CURTAIN WALL SYSTEM, STRUCTURAL BUTT JOINT AT TYPICAL VERTICAL JOINTS INSULATED GLAZING UNIT, 3/8" EXTERIOR - 1/2" AIR GAP 1/4" - 1/4" LAMINATED INTERIOR LITE, VIRACON BASIS OF DESIGN, VRE1-46, AT SHADOW BOX, CUSTOM INTERIOR FABRICATED METAL CLOSURE ON INSIDE FACE TO MATCH MULLION COLOR CONTINOUS 1-1/2" DEEP STAINLESS STEEL GLAZING CHANNEL CUT INTO SLAB, FLUSH LEVEL 01 OIL LOWER LEVEL 01 OgL I Seal/Signature -1'-6" TOP OF FOOTING OgL -3'-0" Project Name 1499 MONROVIA - TENANT IMPROVEMENTS Project Number 07.3117.000 Description ENLARGED WALL SECTIONS Scale 1/211 /2" = 1'-011 1 CNWL-TYPICAL SECTION A2 ■ 250 SCALE: 1/2 - 1 -0 ©2014 Gensler PA2014- 191 Attachment No . 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ZA 5 - Project Plans ADHESIVE ANCHORING SYSTEM STEEL DECK SHOTCRETE REINFORCING STEEL GENERAL NOTES SHEETINDEX 1. ADHESIVES USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN 1. ROOF AND FLOOR DECKS SHALL BE AS NOTED ON THE DRAWINGS. PROPERTIES 1. ALL SHOTCRETE WORK SHALL CONFORM TO SECTION 1910 OF THE CODE AND 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING SHT. DESCRIPTION CONFORMANCE WITH ASTM C-881, TYPE IV.ACCEPTABLE MANUFACTURERS FOR ARE AS PER MANUFACTURER'S CATALOG. ACI STANDARD 506R. &21 OF THE CODE,ASTM A615, GRADE 60 UNO. CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES Kobe Inc ADHESIVES ARE AS FOLLOWS: 2. DECK SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR 2. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE IN A MANNER THAT 2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO OR INCONSISTENCIES. S00.01 GENERAL NOTES APPROVAL PRIOR TO FABRICATION AND SHALL INDICATE HEADED STUD PREVENTS ANY MOVEMENT DURING THE WET MIX SHOTCRETING. IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT S00.02 SPECIAL INSPECTION TABLES Client Address MASONRY: LAYOUT. 3. THE HEIGHT OF A LAYER SHALL BE LIMITED TO NOT MORE THAN THREE FEET 3. WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASTM A-185. WWF SHALL BE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND S00.03 ABBREVIATIONS AND SYMBOLS HILTI HIT HY 150 MAX(ESR-1967) 3. THE AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATIONS FOR THE DESIGN AND A SUCCEEDING LAYER SHALL NOT BE PLACED IN LESS THAN THREE SUPPORTED ON APPROVED CHAIRS. COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START SIMPSON SET(ESR-1772) OF LIGHT GAUGE STEEL STRUCTURAL MEMBERS" SHALL GOVERN THE DESIGN HOURS. NO SLOUGHING OR SAGGING SHALL BE PERMITTED. 4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO S01.01 FOUNDATION DEMO PLAN CONCRETE: OF ALL DECK UNITS, STEEL DECK AND ALL OF ITS CLOSURES AND FLASHINGS 4. REFER TO DRAWINGS FOR SHOTCRETE COLD JOINT DETAIL. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO S01.02 SECOND FLOOR DEMO PLAN SHALL CONFORM TO ASTM A653, GRADE 38, FY 38,000 PSI MIN. THAT A CLARIFICATION CAN BE ISSUED.ANY WORK PERFORMED IN CONFLICT SPLICES UNLESS NOTED OTHERWISE ON PLANS. SIMPSON SET-XP(ICC ESR-2508) 5. THE MINIMUM SLUMP SHALL BE 1-1/2"AND THE MAXIMUM SLUMP SHALL BE WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE S01.03 ROOF DEMO PLAN HILTI HIT-RE 500-SD (ICC ESR-2322) 4. ACCEPTABLE STEEL DECK MANUFACTURERS ARE AS FOLLOWS: 2-1/2". SLUMP SHALL BE MEASURED AT THE POINT OF DISCHARGE FROM THE 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO HILTI HIT-HY 150 MAX-SD (ICC ESR-3013) VERCO MANUFACTURING, INC.: (ICC-ES ESR#1735P) MIXER, EXCEPT THE BUILDING INSPECTOR MAY REQUIRE SLUMP TESTS AT THE THE FINAL IN-PLACE INSPECTION IS MADE. EXPENSE TO THE OWNER OR ARCHITECT. S02.01 FOUNDATION PLAN ASC PACIFIC: (ICC-ES ESR# 1414) DISCHARGE POINT WHERE WATER MAY HAVE BEEN ADDED. 6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL 2. ANCHORS OR DOWELS EMBEDDED IN ADHESIVES SHALL BE INSTALLED PER THE 5. UNITS SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL S02.02 2ND FLOOR PLAN MANUFACTURER'S INSTRUCTIONS. 6. A CAPABLE NOZZLEMAN'S HELPER WITH AN AIR BLOW PIPE SHALL BE PROVIDED ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E90XX OR NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION S02.03 EXISTING ROOF FRAMING PLAN THE FRAMING DOES NOT PERMIT. SHORING MAY BE REQUIRED AT TO ASSIST THE NOZZLEMAN IN KEEPING ALL REBOUND BUILD-UP OUT OF THE APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE 3. HOLES RECEIVING ADHESIVE ANCHORS SHALL BE CLEAN AND FREE OF DUST NON-CONTINUOUS SPANS. DECK SHOP DRAWINGS SHALL INDICATE WHERE WORK. REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", SHALL C IT SHOWN FOR SIMILAR WORK. Gensler PRIOR TO APPLYING ADHESIVE. SHORING WILL BE REQUIRED. DECK SHALL BEAR 2" MINIMUM AT ALL SUPPORTS. AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL 4. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: S12.00 CONCRETE FOUNDATION DETAILS 4. HOLES DRILLED INTO REINFORCED CONCRETE OR MASONRY SHALL NOT 7. ADDITIONAL WORKERS MAY BE REQUIRED TO TAKE THE REBOUND FROM THE 6. ALL WELDING OF STEEL DECK SHALL BE DONE BY CERTIFIED LIGHT GAGE WORK IF THE REBOUND CANNOT BE REMOVED BY THE AIR BLOW PIPE. CONFORM TO THE REQUIREMENTS OF ASTM A-706. S12.01 CONCRETE FOUNDATION DETAILS DAMAGE OR CUT EXISTING REINFORCING STEEL. HOLES DRILLED INTO SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. 4675 MacArthur Court Tel 949.863.9434 WELDERS IN ACCORDANCE WITH AWS"SPECIFICATIONS FOR WELDING SHEET g NO KEYWAYS OR EMBEDMENTS SHALL BE PLACED IN FRONT FACE THAT WILL 7. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE S12.02 CONCRETE WALL DETAILS Suite 100 Fax 949.553.1676 PRE-STRESSED OR POST-TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF STEEL IN STRUCTURES",AWS D1.3-(LATEST EDITION). BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. ONE INCH MINIMUM FROM TENDONS. LOCATE EXISTING REINFORCING STEEL INTERFACE WITH THE STREAM FROM THE NOZZLE. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. Newport Beach, CA 92660 7. UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE END OF THE 8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE"A.C.I. p AND/OR TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. 9. THE CONTRACTOR AGREES TO PROVIDE A DESIGNATED LIAISON BETWEEN HIS S12.20 STEEL DETAILS United States UNITS AND AT INTERMEDIATE SUPPORTS AND TO THE STEEL SUPPORTS T THE CREW, THE DEPUTY INSPECTOR AND THE BUILDING INSPECTOR. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR 5. ALL ANCHORS INSTALLED WITH ADHESIVE SHALL HAVE SPECIAL INSPECTION IN SIDE BOUNDARIES BY 3/4" DIAMETER PUDDLE WELDS AT 1'-0"OC SHEAR STUDS STRUCTURES", LATEST EDITION. DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, S12.21 STEEL DETAILS ACCORDANCE WITH ICC-ES EVALUATION REPORT FOR MANUFACTURER'S WELDED THROUGH DECK MAY BE USED IN PLACE OF 3/4" DIAMETER PUDDLE 10. THE DEPUTY INSPECTOR SHALL BE INTERVIEWED AND APPROVED BY ANCHOR AND CODE SECTIONS 1705.3 AND 1705.4. DEPARTMENT REPRESENTATIVES PRIOR TO INSPECTING THE WORK AT THE JOB 9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE GROOVES, INSERTS, ETC. WELDS. SITE AND ONE DEPUTY SHALL BE ASSIGNED TO EACH NOZZLE. PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE 6. ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS g THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BETWEEN SUPPORTS STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. OR ROOFS. BY BUTTON PUNCHING AT 3'-0" OC MAX UNO. CONTRACTOR MAY DECREASE 11. RIGID OR OTHER APPROVED BACKING SHALL N PLACED AGAINST THE EARTH SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE SPACING OF SIDE LAP ATTACHMENTS TO ACCOMMODATE CONSTRUCTION WHERE THERE IS ANY LIKELIHOOD OF SOIL BEING DISLODGED IN SUFFICIENT QUANTITY TO DAMAGE THE CONCRETE DURING THE APPLICATION OF WET MIX AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. FLOOR AND ROOF FINISHES. 0 Consulting Engineers LOADING AS REQUIRED. STRUCTURAL OBSERVATION &SITE VISITS SHOTCRETE. RIGID OR OTHER APPROVED BACKING SHALL BE USED WHERE A 10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 9. PROVIDE FLASHING AND CLOSURE PLATES AT ENDS OF ALL UNITS,AROUND VOID IN THE EMBANKMENT IS TO BE BRIDGED. PLACEMENT OF CONCRETE. COLUMNS,AND AT ALL PERIMETER LOCATIONS REQUIRING CONCRETE 12 IN THE EVENT THAT A PREVIOUSLY PRESUMED SOLID EMBANKMENT SHOULD 11. PROVIDE INSPECTION OF CONCRETE PER SPECIAL INSPECTION NOTES 5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE 18400 Von Karman Ave, Tel 949.25.1022 KPFF WILL PROVIDE STRUCTURAL OBSERVATION SERVICES AS DEFINED IN THE SECTION. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF FOLLOWING: Suite Fax 949.25 2.8082 CODE. SITE VISIT REPORTS WILL BE SUBMITTED IN WRITING TO THE OWNER'S SLOUGH OR SHED DIRT IN SUFFICIENT QUANTITY TO DAMAGE THE CONCRETE, Irvine CA 92612 REPRESENTATIVE, SPECIAL INSPECTOR AND THE BUILDING OFFICIAL. PERIODIC THE WET MIX SHOTCRETE PLACEMENT WORK IN THAT AREA SHALL CEASE REINFORCING STEEL, CONDUIT, SLEEVES,AND EMBEDDED ITEMS MAY BE STRUCTURAL OBSERVATIONS WILL BE MADE AT SIGNIFICANT CONSTRUCTION UNTIL A RIGID BACKING IS INSTALLED AND ANY CONTAMINATED SHOTCRETE IS CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., USA STAGES AS DEFINED BELOW. THE STRUCTURAL OBSERVATION WILL CONSIST REMOVED. STEEL. EXCEPT AS SHOWN OR NOTED. OF A VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL HEADED STUDS 12. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL DIFFERENTIATE THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE 1. ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL ON SITE. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. INSPECTIONS REQUIRED BY THE CODE. THE CONTRACTOR SHALL PROVIDE BE"TRUE-WELD STUDS", DIVISION OF TRU-FIT SCREW CORPORATION, 13. CONCRETE PROTECTION FOR REINFORCEMENT KPFF WITH A CONSTRUCTION SCHEDULE AND (5)WORKING DAYS NOTICE SO CLEVELAND, OHIO OR"NELSON STUD", TRW FASTENERS AND ASSEMBLIES CONSTRUCTION JOINTS SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES,ANCHOR BOLTS FOR THAT THE OBSERVATION VISITS CAN BE PLANNED IN ADVANCED. GROUP, LORAIN, OHIO, OR APPROVED EQUAL. (i)CAST-IN-PLACE CONCRETE(NON-PRESTRESSED). THE FOLLOWING MINIMUM MOTOR MOUNTS. 1. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER FIVE (5)WORKING DAYS 2. ALL HEADED STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT PRIOR TO THE FOLLOWING CONSTRUCTION MILESTONES: WITH EQUIPMENT RECOMMENDED BY MANUFACTURER OF STUDS. 1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CODE SECTION 1906.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN MINIMUM COVER, IN. 3. STEEL SHEAR STUDS MATERIAL, WELDING AND INSPECTION SHALL BE IN ON THE STRUCTURAL DRAWINGS. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....3" CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES SPREAD/CONTINUOUS FOOTING FOUNDATIONS: ACCORDANCE WITH AWS"STRUCTURAL WELDING CODE",AWS D1.1-(LATEST NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH AFTER PLACEMENT OF REINFORCING STEEL, BASE PLATE ANCHORS, SILL PLATE 2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR ANCHORS AND HOLDOWN ANCHORS PRIOR TO PLACING OF CONCRETE. EDITION)SECTION 7.ALL STUDS SHALL BE 3/4"QJ x 5 1/2" LONG, SPACED AT 12" DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT B. CONCRETE EXPOSED TO EARTH OR WEATHER: O.C. MAXIMUM, UNLESS NOTED OTHERWISE #6 THROUGH #18 BAR.................... . ..........................................................2" LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE CONCRETE. LSITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE #5 BAR, W31 OR D31 WIRE &SMALLER.....................................................1 1/2" CONCRETE MASONRY UNITS: 3. CONSTRUCTION JOINTS IN FLOORS SHALL BE LOCATED WITHIN THE MIDDLE ABOVE ITEMS. AFTER PLACEMENT OF REINFORCING STEEL, PRIOR TO PLACING OF GROUT IN THIRD OF SLAB, BEAM &GIRDER SPANS. JOINTS IN GIRDERS SHALL BE OFFSET C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 7. OPENINGS, POCKETS, ETC., LARGER THAN 6"SHALL NOT BE PLACED IN FIRST LIFT CELLS. A MINIMUM OF TWO TIMES THE WIDTH OF THE INTERSECTING BEAM FROM THE SLABS, WALLS, JOISTS: CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE CONCRETE WALLS: FACE OF THE INTERSECTING BEAM. #14 AND #18 BAR..........................................................................................1 1/2" STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN 4. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF #11 BAR& SMALLER....................................................................................3/4" AFTER PLACEMENT OF REINFORCING STEEL, PRIOR TO POURING OF METAL STUDS DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT CONCRETE. CONSTRUCTION JOINTS FOR APPROVAL BY THE STRUCTURAL ENGINEER BEAMS, COLUMNS: SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN 1. ALL LIGHTGAGE METAL FRAMING SHALL BE AS NOTED BELOW: BEFORE STARTING CONSTRUCTION. PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS.........................1 1/2" STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN PLYWOOD SHEAR WALL FRAMING: (ii) PRECAST CONCRETE(MANUFACTURED UNDER PLANT CONTROL STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. AFTER PLACEMENT OF NAILING AND/OR SCREWS, HOLDOWNS, AND STRAPS EXTERIOR STUDS: GALVANIZED CONDITIONS). THE FOLLOWING MINIMUM CONCRETE SHALL BE PROVIDED FOR 8. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. PRIOR TO PLACING OF FINISH MATERIAL. INTERIOR STUDS: GALVANIZED OR FINISHED WITH MANUFACTURER'S STANDARD REINFORCEMENT: 9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK RUST INHIBITIVE PAINT. OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS STEEL FRAMING: 2. ALL LIGHT GAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE A. CONCRETE EXPOSED TO EARTH OR WEATHER: CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE DURING PLACEMENT OF STEEL MEMBERS. WITH AISI "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL WALL PANELS: FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. CONCRETE ELEVATED SLAB: MEMBERS." MASONRY-CONCRETE MANSONRY UNITS #14 AND #18 BAR..........................................................................................1 1/2" 10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF AFTER PLACEMENT OF REINFORCING STEEL, PRIOR TO POURING OF 3. ALL LIGHT GAGE METAL FRAMING SHALL CONFORM TO ASTM A1003,ASTM C1007, #11 BAR & SMALLER....................................................................................3/4" OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE CONCRETE. AND THE FOLLOWING: OTHER MEMBERS: FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE 1. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY #14 AND #18 BAR..........................................................................................2" HAS NOT ATTAINED DESIGN STRENGTH. METAL DECK: GALVANIZED AND PAINTED STUDS, TRACKS, END CLOSURES, BRIDGING AND UNITS CONFORMING TO ASTM C-90, GRADE N. MEDIUM WEIGHT UNITS. #6 THROUGH #11 BAR.................................................................................1 1/2" AFTER PLACEMENT OF WELDS, NAILING,AND/OR SCREWS PRIOR TO PLACING ACCESSORIES 97 (12GA), 68(14 GA)OR 54 MIL (16 GA):Fy= 50,000 psi 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. #5 BAR, W31 OR D31 WIRE & SMALLER....................................................1 1/4" OF ROOFING MATERIAL. GALVANIZED AND PAINTED STUDS, TRACKS, END CLOSURES, BRIDGING AND 3. REINFORCING BARS-SEE NOTES UNDER"REINFORCING STEEL" FOR B. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: REQUIREMENTS. SLABS, WALLS, JOISTS: PLYWOOD ROOF DIAPHRAGM FRAMING: ACCESSORIES 43 (18 GA) OR 33 MIL (20 GA): Fy=33,000 psi 4. MORTAR SHALL BE TYPE S WITH PROPORTIONS (BY VOLUME)OF 3 PARTS SAND, #14 AND #18 BAR..........................................................................................1 1/4" FOUNDATION AFTER PLACEMENT OF NAILING AND/OR SCREWS, TENSION TIES AND STRAPS 4. LINO,ALL INTERIOR AND EXTERIOR NON-LOAD BEARING METAL STUD WALLS 1/2 PART HYDRATED LIME, 1 PART PORTLAND CEMENT AND SHALL COMPLY #11 BAR& SMALLER....................................................................................5/8" PRIOR TO PLACING OF ROOFING MATERIAL. SHALL HAVE SLIP-TRACK SYSTEMS"SLP-TRK"SLOTTED TRACKS OR SLIP TRACK WITH ASTM C270. MORTAR SHALL HAVE A 28 DAY STRENGTH OF 1800 PSI (NESTED TRACK)WITH 1/2"OF ALLOWABLE DEFLECTION. TOP OUTER TRACK OF MINIMUM. MORTAR COMPONENT TESTS ARE NOT REQUIRED. 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY----------------------------- , REPORT BEAMS, COLUMNS: NO- --------------, DATED----------------- 2. FAILURE TO NOTIFY ARCHITECT/ENGINEER OF ANY CONSTRUCTION SLIP TRACKS (NESTED TRACK) SHALL HAVE 2 1/2" FLANGES. "SLIP-TRK"&TOP 5. GROUT SHALL CONSIST OF 3 PARTS SAND, 2 PARTS PEA GRAVEL, AND 1 PART PRIMARY REINFORCEMENT MILESTONES MAY RESULT IN CONTRACTOR HAVING TO REMOVE WORK FOR THE INNER TRACK OF NESTED TRACK SHALL HAVE SAME GAUGE AS STUDS. PORTLAND CEMENT,AND SHALL COMPLY WITH ASTM C476. GROUT COMPONENT #14 AND BIGGER..........................................................................................1 1/2" 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: PURPOSE OF REVIEW AT THE CONTRACTOR'S EXPENSE. 5. LINO,ALL INTERIOR PARTITIONS THAT DO NOT SUPPORT CASEWORK OR TESTS ARE NOT REQUIRED. #4 THROUGH #11 BAR.................................................................................1db W = FOOTING WIDTH SHELVING SHALL BE 20 GA(33 MILS)3 5/8", 4", 6"WITH 1 3/8" FLANGES, OR 18GA 6. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND #3 BAR 5/8" D = FOOTING DEPTH BELOW ADJACENT GRADE (43 MILS)8"W/1 3/8" FLANGES STUDS, BOTTOM TRACKS TO MATCH STUD GAGE, MASONRY UNITS. ALLOWABLE BEARING AND 16GA(54 MILS)x 1 1/2" FLANGE TOP OUTER TRACK OF SLIP TRACKS 7. ALL CELLS SHALL BE GROUTED SOLID. TIES, STIRRUPS, SPIRALS...........................................................................3/8" WALL FTGS=...................................-------+------+ (D---)------, ------- PSF (MAX) FIBER COMPOSITE SYSTEM (NESTED TRACK). BOTTOM TRACKS SHALL HAVE 1 1/4" FLANGES. SEE g UNLESS NOTED, LAY MASONRY IN 1/2-UNIT RUNNING BOND. USE CLOSED-END ISOLATED FTGS=.................................+------ + (D---)------, ------ PSF (MAX) ARCHITECTURAL DRAWINGS FOR STUD SIZES AT EACH WALL. (iii) PRESTRESSED CONCRETE: THE FOLLOWING MINIMUM CONCRETE COVER 1 AREAS OF COMPOSITE SYSTEM AND STRENGTHENING ARE AS SHOWN ON 6. UUNITS AT CORNERS, OPENINGS AND END WALLS. SHALL BE PROVIDED FOR PRESTRESSED AND NON-PRESTRESSEDNO,ALL INTERIOR PARTITIONS SUPPORTING CASEWORK OR SHELVING,AND SOIL PRESSURE PLANS AND DETAILS. EXTERIOR FRAMING SHALL BE 16 GA(43 MILS)4", 6", 8"W/ 1 3/8" FLANGES 9. WHERE MASONRY STACK BOND CONSTRUCTION IS SPECIFIED,ALL UNITS SHALL REINFORCEMENT, DUCTS AND END FITTINGS, EXCEPT AS PROVIDED IN SECTION RESTRAINED WALLS=.......................... PCF (EFP) BE OPEN-END UNITS AND SHALL BE GROUTED SOLID. USE CLOSED-END UNITS 1907.7.3.1 OF THE ACI CODE: STUDS, BOTTOM TRACKS TO MATCH STUD GAGE,AND 14GA(68 MILS) x 1 1/2 UNRESTRAINED WALLS=.....................PCF(EFP) 2 MATERIALS USED IN REPAIR ARE DEFINED AS FOLLOWS: FLANGE TOP OUTER TRACK OF SLIP TRACKS(NESTED TRACK). BOTTOM TRACKS AT CORNERS, OPENINGS AND END WALLS SEISMIC INCREMENT=......................... (FYFE FIBERWRAP SYSTEMS ICC-ESR-2103) A. CONCRETE CAST AGAINST AND SHALL MATCH STUD THICKNESS AND HAVE 1 1/4" FLANGES. SEE 10. CONTRACTOR SHALL PROVIDE COMPLIANCE WITH THE SPECIFIED ARCHITECTURAL DRAWINGS FOR STUD SIZES AT EACH WALL. COMPRESSIVE STRENGTH fm (DEFINED BELOW) PER THE UNIT STRENGTH PERMANENTLY EXPOSED TO EARTH........................................................3" PASSIVE EARTH PRESSURE** -PRIME COATING:......................................................TYFO S AND/OR TYFO WP METHOD PER TABLE 2105.2.2.1.2 OR THE PRISM TESTING PER SECTION 2105.2.2.2 PASSIVE EARTH PRESSURE=.......------ PCF(EFP) , ------ PSF (MAX) 7. UNLESS NOTED OTHERWISE,ALL EXTERIOR PARTITIONS, SOFFIT FRAMING AND B. CONCRETE EXPOSED TO EARTH OR WEATHER: _ FURRING SHALL BE 16GA 54 MILS 4" 6" OR 8"STUDS JOISTS AND BOTTOM OF THE CODE. COEFFICIENT OF FRICTION=.........------ EPDXY BONDING AGENT(EBA):.............................TYPO SAND THICKENED TYPOS ( ) WALL PANELS, SLABS, JOISTS...................................................................1" TRACKS,AND 14 GA(68 MILS)TOP TRACK OF SLIP TRACKS. BOTTOM TRACKS 11. MINIMUM MATERIAL STRENGTHS SHALL BE USED FOR CMU CONSTRUCTION AS OTHER MEMBERS........................................................................................1 1/2" -CARBON FIBER REINFORCED POLYMER(CFRP).....TYFO SCH-41 SHALL HAVE 1 1/2" FLANGES. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZES DEFINED BELOW: VALUES MAY BE INCREASED BY 1/3 FOR WIND OR SEISMIC LOAD CASES ---DESIGN THICKNESS................................................=0.04" PER LAYER AT EACH WALL. C.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: '* PASSIVE PRESSURE AND FRICTION MAY BE COMBINED WITH A REDUCTION OF ---GUARANTEED ELASTIC MODULUS E1...................=11900 KSI (LONG. DIRECTION) g. ALL METAL STUDS SHALL HAVE STIFFENED FLANGES. SEE DRAWINGS FOR f'm=.......................................................................................................1500 PSI THE PASSIVE PRESSURE BY------. SLABS, WALLS, JOISTS, BEAMS, COLUMN................................................3/4" DESIGN CRITERIA ---GUARANTEED ULTIMATE TENSILE STRENGTH.....=121 KSI (LONG. DIRECTION) DETAILS ON CONNECTIONS, BRACING, BRIDGING, ETC. (SEE MANUFACTURERS COMPONENT STRENGTH OF MASONRY UNIT=..............................1900 PSI PRIMARY REINFORCEMENT.......................................................................1 1/2 FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS SPECIFICATIONS AND RECOMMENDATIONS.) COMPONENT STRENGTH OF GROUT=............................................2000 PSI MIN TIES, STIRRUPS, SPIRALS..........................................................................1" BELOW LOWEST ADJACENT FINAL GRADE SHALL BE------. MINIMUM WIDTH OF -FINAL COAT: OTHER REINFORCEMENT..........................................................................1db, 3/4" MIN 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING 9. ALL FRAMING MEMBERS TO BE CUT SQUARELY TO ENSURE TIGHT-FIT FOOTING SHALL BE------. ---TYPO COMPOSITE FIRE PROTECTION (CFP)SYSTEM WHERE NOTED CODES: ADJACENT TO NEW OPENINGS. CONNECTIONS. 3. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER 2010 CALIFORNIA BUILDING CODE AND LATEST REVISIONS REFERRED TO HERE I A Date Description ---TYFO RR FP FIRE RATED ASSEMBLYWHERE NOTED ON PLANS. 10. ALL STUD WALL TRACK SHALL BE FABRICATED TO ALLOW FOR FULL STUD BEARING ON THE TRACK WEB. TRACK SCREWS SHALL NOT TRANSFER BEARING SURFACE WATER, GROUND WATER OR SEEPAGE, IF REQUIRED. AS"THE CODE",AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF 12/04/2014 DESIGN DEVELOPMENT -BUBBLE INJECTION EPDXY:.....................................TYFO WP LOADS. STRUCTURAL STEEL 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION ALL CALIFORNIA DIVISION OF INDUSTRIAL SAFETY,AND THOSE CODES&STANDARDS 11. STUDS IN BEARING WALLS SHALL ALIGN VERTICALLY BETWEEN FLOORS. WALL CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL SOLISTED IN THESE NOTES AND SPECIFICATIONS. 3 ALL MATERIALS MIXING, CURING,AND INSTALLATION TO BE PER TRACK IS NOT PERMITTED TO CARRY FLEXURAL LOADS RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDINGG SO LELY LAGGING, 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN MANUFACTURER'S PRINTED INSTRUCTIONS. CONTRACTOR TO ALLOW MINIMUM SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS 2. DESIGN LOADS: 12. HOLES IN STUDS OTHER THAN THOSE PROVIDED BY THE MANUFACTURER ARE APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC OF 24 HOURS OF CURING TIME AFTER INSTALLATION OF EPDXY/COMPOSITE PROHIBITED. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF CONCRETE AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY LIVE LOADS: FABRIC. ORDINANCES. 4 CONTRACTOR SHALL ALLOW FOR WASTE IN MATERIALS (EPDXY/COMPOSITE) 13. CUTTING FLANGES AND STIFFENER LIPS IN LOAD BEARING STUDS IS STRUCTURAL STEEL FOR BUILDINGS(LATEST EDITION),AND WITH CHAPTERS 17 5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR ROOF..................................................................PSF REDUCIBLE . FOR REPAIR OF DAMAGED FABRIC AND FOR AREAS OF DISCONTINUITY AS MAY PROHIBITEDAND 22 OF THE CODE. 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION. SOILS ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. TYPICAL FLOORS, EXCLUDES PARTITION....PSF REDUCIBLE BE DICTATED BY FIELD CONDITIONS. 14. ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" (NOT LESS THAN 3 EXPOSED 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS CONTRACTOR TO NOTIFY THE INSPECTOR WHEN INSPECTION OF EXCAVATION FLOOR PARTITION LOAD.................................PSF REDUCIBLE 5 TESTING SAMPLES WILL BE MADE UPON CLIENT REQUEST AT SITE UNDER KPFF THREADS)THROUGH METAL FRAMING WITH. SCREWS SHOULD BE INSTALLED INDICATED BELOW (UNO): 2. REINFORCED CONCRETE IS DESIGNED BY THE"ULTIMATE STRENGTH DESIGN IS READY. INSPECTOR TO SUBMIT LETTER OF COMPLIANCE. 3. WIND ANALYSIS PER CHAPTER 16 OF THE CODE AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S METHOD". AND/OR INSPECTOR'S OBSERVATION AND DIRECTION AND TO BE TESTED BY AN RECOMMENDATIONS. WF&WT SHAPES..........................................A992 3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL RISK CATEGORY=.........................II INDEPENDENT TESTING LAB. BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL 15. MINIMUM STUD PROPERTIES SHALL BE PER THE SSMA CATALOG ICC ER-3064P. LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. THE BASIC WIND SPEED =....................115mph ANGLES, CHANNELS, PLATES, DESIGN STRENGTH. CONTRACTORS SHALL BRACE OR PROTECT ALL BUILDING COMPOSITE SYSTEM APPLICATION INSTRUCTIONS COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING WIND EXPOSURE=........................0 CONNECTION PLATES,AND MISC...............A36 (UNO) ON CHAPTER 19 OF THE CODE. FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. 4 SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING 1. SURFACE PREPARATION: PIPE COLUMNS..............................................A53, GRADE B 4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES: CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS,AND INSTALLATION OF PROCEDURE: --CLEAN SURFACE TO REMOVE CHEMICAL DEPOSITS(SANDBLAST OR WATER POWDER DRIVEN FASTENERS SUCH BRACING. -THE EQUIVALENT LATERAL FORCE ANALYSIS ALL CONCRETE FOOTINGS, TIE BEAMS, PILES, PILE CAPS. - MODAL RESPONSE SPECTRUM ANALYSIS BLAST). HSS SECTIONS..............................................A500, GRADE B 7. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS STRENGTH........................................................4000 PSI -SEISMIC RESPONSE HISTORY PROCEDURE --SURFACE SHALL BE FREE OF WATER AND DEBRIS. 1. POWDER DRIVEN FASTENERS PDF SHALL BE MANUFACTURED WITH STEEL SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT (PDF) DENSITY................. --PREPARE SURFACE TO RECEIVE COMPOSITE BY GRINDING, SHOT BLASTING OR CONFORMING TO AISI 1060 OR 1070 MODIFIED,AUSTEMPERED TO A ROCKWELL BOLTS.............................................................A325 WATER/CEMENT RATIO.................................. 0.50 ELEVATIONS BE APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION RISK CATEGORY=.........................II OTHER MEANS OF ABRASIVE METHODS TO REMOVE ANY EXISTING CONCRETE 'C" HARDNESS OF 58±1 FOR X-U FASTENERS AND SHALL BE MANUFACTURED ELEVATIONS WILL BE ALTERED BY CHANGE ORDER. IMPORTANCE FACTOR..................1.00 LAITANCE AND EXPOSE AGGREGATE. BY HILTI (ICC REPORT ESR-2269)OR APPROVED EQUAL. BOLTS IN CONCRETE...................................F1554 36 KSI (UNO) CONCRETE SLAB ON GRADE. 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA Ss=................................................... 2. APPLY PRIME COATING EPDXY.ALLOW MINIMUM 1 HOUR FOR PRIMER TO BE 2. THE PDF FOR ANCHORING TO CONCRETE SHALL BE 0.157"DIAMETER WITH A 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE STRENGTH........................................................4000 PSI SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE S1=.................................................... ABSORBED BY CONCRETE. MINIMUM PENETRATION OF 1 1/4" INTO THE CONCRETE. MAINTAIN MINIMUM ARCHITECT OF ALL STEEL FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S DENSITY............................................................150 PCF SOILS REPORT AND APPROVED BY THE SOILS ENGINEER. FLOODING WILL NOT SITE CLASS =..................................0 3. APPLY EPDXY BONDING AGENT TO MAKE CONCRETE SURFACE FLUSH AND EDGE DISTANCE AND SPACING PER THE MANUFACTURER. REVIEW AND APPROVAL BEFORE FABRICATION. WATER/CEMENT RATIO....................................0.45 BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE SDS=................................................. SMOOTH. 3. THE PDF FOR ANCHORING THROUGH METAL DECK TO LIGHTWEIGHT CONCRETE 4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN INSPECTED BY THE SOILS ENGINEER REPRESENTATIVE PER CODE SECTION SD1 =................................................ 4. INSTALL CARBON FIBER FABRIC AND OR GLASS FIBER FABRIC AND EPDXY RESIN SHALL BE 0.157" DIAMETER WITH A MINIMUM PENETRATION OF 1" INTO THE NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED. ALL CONCRETE WALLS,FLOOR FRAMING,AND ELEVATED SLABS. 1705.6 AND THE TABLE 1705.6. SEISMIC DESIGN CATEGORY=.....D AS SHOWN IN DETAILS. CONCRETE. PDF SHALL BE INSTALLED AT THE HIGH FLUTES OF THE DECK ONLY. STRENGTH........................................................4000 PSI 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., SHALL BE REMOVED UNLESS R=.....................................................8.0 (SPECIFY SETS. FORCE RESIST. SYS.) 5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, DENSITY................. . . . ...................................150 PCF Do =...................................................3.0 SPECIFY SEIS. FORCE RESIST. SYS. --MACHINE SATURATION: SATURATION IS REQUIRED AT RESERVOIR TROUGH AND MAINTAIN MINIMUM EDGE DISTANCE AND SPACING PER THE MANUFACTURER. MASONRY OR SPRAY ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, " ' NOTED OTHERWISE. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS. - ( ) WATER/CEMENT RATIO............... ..0.45 Cd=....................................................5.5 (SPECIFY SEIS. FORCE RESIST. SYS.) ROLLERS. ROLLER GAPS SHALL BE SET IN FIELD BY INSPECTION. 4. THE PDF FOR ANCHORING TO STEEL SHALL BE 0.157"DIAMETER WITH SHALL BE LEFT UNPAINTED. """""""" ' 10. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED --SATURATE FABRIC W/SATURATING RESIN. PENETRATION THROUGH THE BASE METAL. FOR STEEL BASE-MATERIAL 6. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX LIGHT WEIGHT CONC. FILL ON METAL DECK. FILL AS PER THE RECOMMENDATIONS OF THE SOILS REPORT. GROUND MOTION USED: I Seal/Signature --IN LIEU OF MACHINE SATURATION, HAND SATURATION SHALL BE PERFORMED THICKNESS GREATER THAN OR EQUAL TO 3/8 INCH, FASTENER POINT ELECTRODES(UNO). ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT STRENGTH........................................................3000 PSI SITE SPECIFIC DESIGN RESPONSE SPECTRUMSEE GEOTECHNICAL REPORT PER FIELD INSTRUCTIONS AND APPROVAL. PENETRATION THROUGH THE STEEL IS NOT NECESSARY, PROVIDED A MINIMUM SPECTRUM (SEE SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION DENSITY.................... . .....................................110 PCF CODE DESIGN RESPONSE SPECTRUM --REPAIR DAMAGED FABRIC. EMBEDMENT OF 0.320 INCH IS ACHIEVED. MAINTAIN MINIMUM EDGE DISTANCE �OFESS/C (AWS D1.1 LATEST REVISION) OF THE AMERICAN WELDING SOCIETY. SEE WATER/CEMENT RATIO...................................0.55 -SITE SPECIFIC DESIGN RESPONSE SPECTRUM USING USES SEISMIC HAZARD Q N,q 5. REPAIR VOIDS/BUBBLES IN CARBON FIBER FABRIC USING EPDXY RESIN OR AND SPACING PER THE MANUFACTURER. SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. CURVES AND UNIFORM HAZARD RESPONSE SPECTRA. �� ...�O E S F•., 11 INJECTION RESIN AS REQUIRED. 5. PINS SHALL NOT BE INSTALLED IN ANY CURBS AND SHALL NOT BE INSTALLED AT USE OF E70T-4 WIRE IS NOT PERMITTED. CONCRETE FILL ON METAL DECK. Al .'/,\ FC'-. V_ 6. SMOOTH UNEVEN SURFACES. EXCESSIVE EPDXY BONDING AGENT SHALL BE SLAB EDGES UNLESS MINIMUM EDGE DISTANCE AND SPACING PER THE 7. WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND STRENGTH........................................................3000 PSI CD:'� - Z REMOVED AT TAPERED ENDS AT START/END EDGES). MANUFACTURER IS MAINTAINED AT SLAB EDGES. DENSITY................. ..................................150 PCF w•m No.4306 0'- fn ( ) ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF FABRICATOR'S SHOP, � •o Ex 12/31/15 ~• X SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED. WATER/CEMENT RATIO...................................0.55 .t p• may: FIBER COMPOSITE SYSTEM SUPPLEMENTRY NOTES DEFERRED APPROVAL ITEMS *' • * 8. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE II OR TYPE V. S _ PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH `5' -• TRUCT\3?-.--*Q DISCOVERY,THESE SRVINE C PLY O THE STRENGTHENING OF THE CONCRETE WALL AT 52 WORK WITHOUT SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTION 6 REQUIREMENTAGGREGATE S ANDRTDESOTS OFCK OASTM C 33 AND PRONCRETE SHALL JECT SPEOCIFICATIONS. THE FOLLOWING LIST OF DESIGN ELEMENTS WILL HAVE A DEFERRED ALL qTF OF CAS-�F0 EXPANSION ANCHORS AGENCY.APPROVAL SHALL BE BASED ON CODE SECTION 1704.2.5.AT APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING STRUCTURAL a) COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEERING CALCULATIONS AND DESIGN OR SHOP DRAWINGS, STAMPED °' THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED ENGINEER. CONTRACTOR SHALLL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE THE DRILLED HOLE.1. ANCHOR DIAMETER REFERS TO THE ANCHOR SIZE AND NOT THE DIAMETER OF CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE AND SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER TO THE -t STRUCTURE. THEY NOT INDICATE THE METHOD OF CONSTRUCTION.THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED 7. AGGREGATE FOR LIGHT WEIGHT(110PCF)CONCRETE SHALL BE EXPANDED ARCHITECT AND THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND I Project Name STRUCTURE,WORKERS,AND OTHER PERSONS DURING CONSTRUCTION. SUCH 2. ALL ANCHORS SHOULD MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE, CONSTRUCTION DOCUMENTS. SHALE CONFORMING TO ASTM C 330 AND PROJECT SPECIFICATIONS. APPROVAL. THE CALCULATIONS AND DRAWINGS SHALL BE COORDINATED WITH o MEASURES SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MEANS AND METHODS, SPACING AND SLAB THICKNESS CRITERIA ESTABLISHED BY THE RELEVANT 9. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL THE ARCHITECTS AND ENGINEERS DRAWINGS. THE DESIGN SHALL,ATA KOBE INC ENGINEER. MINIMUM, COMPLY WITH THE CODE. THE LOADING CRITERIA AND DEFLECTION o BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID ICC-ES EVALUATION REPORT. REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF LIMITS INDICATED IN THESE DOCUMENTS AND THE SPECIFICATIONS SHALL 8. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C 94. M EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING 3. THE FOLLOWING BOLT CONDITIONS ARE AS FOLLOWS: SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360-10 SECTION J2.2b. ALSO BE ACCOMMODATED.THE TIME TO COMPLETE THIS PROCESS SHALL BE M CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL 10. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT 9• PLACEMENT OF CONCRETE SHALL CONFORM TO CODE SECTION 1905 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4"AMPLITUDE ALL INCORPORATED INTO THE CONTRACTORS SCHEDULE. ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE CONCRETE MASONRY UNITS (CMU): DIP GALVANIZED AFTER FABRICATION UNO. Project Number rn ABOVE ITEMS. HILTI KWIK BOLT 3 (KB3)(ICC ESR-1385). 11. THE SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 1. PRE-FABRICATED, METAL PLATE CONNECTED WOOD TRUSSES. (THE � SIMPSON WEDGE-ALL(ICC ESR-1396). STRUCTURES SHALL BE AS REQUIRED BY CODE SECTION 1705.2 AND THE 10. ALL REINFORCING BARS,ANCHOR BOLTS AND OTHER CONCRETE INSERTS CONTRACTOR SHALL HAVE CITY OR COUNTY APPROVED TRUSS PLANS ON THE 214319 ;, THE CONTRACTOR SHALL HAVE QUALIFIED PERSONNEL WITH ADEQUATE TRAINING CONSTRUCTION DOCUMENTS. SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. JOB PRIOR TO FOUNDATION INSPECTION). SEE METAL PLATE CONNECTED 0 FOR PREPARING, HANDLING,AND PLACING THE CARBON FIBER COMPOSITE SYSTEM CONCRETE: 11. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE WOOD TRUSSES NOTES FOR MORE INFORMATION. 2 PRIOR TO THE WALL REPAIR. HILTI KWIK BOLT TZ(KB-TZ)(CARBON AND STAINLESS STEEL)(ICC ESR-1917) 12. HOT-ROLLED SHAPES AND BUILT UP SECTIONS (NOT PART OF SFRS)WITH A BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 2. STEEL STAIRS. I Description FLANGE THICKNESS EXCEEDING 2 IN (i.e. HEAVY SHAPES), SPLICED USING SIMPSON STRONG-BOLT 2(CARBON AND STAINLESS STEEL) (ICC ESR-3037) COMPLETE-JOINT- PENETRATION GROOVE WELDS SHALL BE SUPPLIED WITH CORING IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER 3. PRECAST CONCRETE, EXTERIOR WALL PANELS. ANY MEMBERS REQUIRED TO SUPPORT EQUIPMENT SHALL BE DESIGNED AND CHARPY V-NOTCH (CVN) IMPACT TEST RESULTS IN ACCORDANCE WITH ASTM 4. METAL STUD EXTERIOR WALL SYSTEM. GENERAL NOTES `l PROVIDED BY THE EQUIPMENT CONTRACTOR. IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THESE `D 4. THE VALUES TABULATED IN THE ICC REPORTS ARE FOR INDIVIDUAL ANCHORS A6/A6M, THE IMPACT TEST SHALL MEET A MINIMUM AVERAGE VALUE OF 20 DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS C IN SLABS AND WALLS. v INSTALLED WITH THE MINIMUM SPACING AND EDGE DISTANCE SHOWN IN THE FT-IBS ABSORBED ENERGY AT+70° F. OPTIONS AND APPROVED SUBSTITUTIONS ARE FOR CONTRACTORS CONVENIENCE. P_ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES AND ADDITIONAL COSTS ICC REPORT. DO NOT LOCATE EXPANSION ANCHORS CLOSER TO EDGE OF 13. ALL SPLICES IN HEAVY SHAPES(SEE NOTES 13.)SHALL COMPLY WITH AISC 12. PIPES LARGER THAN 1 1/2" DIAMETER SHALL NOT BE EMBEDDED IN CONCRETE/MASONRY OR TO CONTROL/CONSTRUCTION JOINTS THAN THE STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY NECESSARY AND SHALL COORDINATE ALL DETAILS. 360-10 SECTION J1.5. MINIMUM EDGE DISTANCE SPECIFIED IN THE ICC REPORT, UNO. STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT > 14. BEAM COPES AND WELD ACCESS HOLES SHALL COMPLY WITH AISC 360-10 REINFORCING BARS, SPACE EMBEDDED PIPES AND SLEEVES AT A MINIMUM OF 3 o UNLESS NOTED OTHERWISE, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS 5. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN SECTION J1.6. DIAMETERS ON CENTER. I Scale o INDICATED BY CUTS, REFERENCES, OR TITLES.ALL DETAILS SHOWN SHALL BE EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND 2E IMPORTED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS, WHETHER CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 15. ALL WELD MATERIAL SHALL COMPLY WITH AISC 360-10 SECTION J2.6. M SPECIFICALLY INDICATED OR NOT. TYPICAL DETAILS MAY OR MAY NOT BE 6. IT IS NOT ACCEPTABLE TO SUBSTITUTE ANY CAST-IN-PLACE BOLTS/RODS/ 16. THE THERMAL CUTTING OF ALL MEMBERS SHALL COMPLY WITH AISC 360.10 REFERENCED ON THE DOCUMENTS, BUT SHALL APPLY AT ALL LOCATIONS, UNLESS ANCHORS FOR EXPANSION ANCHORS WITHOUT PRIOR APPROVAL FROM THE SECTION M2.2. rn NOTED OTHERWISE.WHERE NO DETAIL CUTS ARE SHOWN, CONSTRUCTION SHALL ENGINEER OF RECORD. 17. NON DESTRUCTIVE ULTRASONIC TESTING SHALL BE REQUIRED ON 100% OF CJP M CONFORM TO SIMILAR WORK SHOWN ELSEWHERE ON THE PROJECT. GROOVE WELDS IN MATERIALS 5/16"THICK AND GREATER. � 7. USE HOT DIP GALVANIZED OR STAINLESS STEEL ANCHORS WHEN EXPANSION `% C'o ANCHORS ARE EXPOSED TO WEATHER OR IN A DAMP ENVIRONMENT. 18. COORDINATE STRUCTURAL STEEL REQUIRED FOR ELEVATOR INSTALLATION 4 ,o CONTRACTOR SHALL ESTABLISH AND VERIFY IN FIELD ALL EXISTING CONDITIONS AND OPERATION IN ADDITION TO WHAT IS SHOWN ON DRAWINGS WITH C:) �6 AFFECTING NEW CONSTRUCTION. CONTACT KPFF IMMEDIATELY IF EXISTING 8. SPECIAL INSPECTION SHALL BE PROVIDED PER THE ICC-ER REPORT NOTED ELEVATOR MANUFACTURER. N CONDITIONS ARE NOT AS DEPICTED IN DRAWINGS. ABOVE. m S00001 o 'p N I ©2014 Gensler 00 PA2014- 191 Attachment No . ZA 5 - Project Plans STEEL CONSTRUCTION (CBC 1705.2.1, AISC 360, CHAPTER N) MASONRY CONSTRUCTION - LEVEL B QUALITY ASSU RANCE (TMS 402-11/ACI 530-11/ASCE 5-11 TABLE 1.19.2) SPECIAL INSPECTIONS CITY OF NEWPORT BEACH MINIMUM TEST THE CONTRACTOR SHALL PROVIDE FOR A SPECIAL INSPECTOR(S)WHO WILL PROVIDE SPECIAL COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DEVISION INSPECTION TASKS BEFORE WELDING QC QA INSPECTIONS OF THE CONSTRUCTION AS PRESCRIBED BY THE CODE AND THE CONSTRUCTION Kobe Inc VERIFICATION OF SLUMP FLOW AND VISIBILITY STABILITY INDEX(VSI)AS DELIVERED TO THE PROJECT DOCUMENTS. IN NO CASE SHALL THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS PROVIDE FOR STRUCTURAL OBSERVATION GENERAL NOTES SITE IN ACCORDANCE WITH ARTICLE 1.5 B.1.b.3 FOR SELF-CONSOLIDATING GROUT. ANY LESS THAN THE MINIMUM REQUIREMENTS OF THE CODE OR ANY OTHER GOVERNING AUTHORITY.ANY Client Address 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7. IF THE CITY'S FORM IS NOT USED,REPORTS SHALL BE ON STRUCTURAL WELDING PROCEDURE SPECIFICATIONS(WPSs)AVAILABLE P P SUCH DISCREPANCY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ACCORDANCE WITH CBC 1710.STRUCTURAL OBSERVATION IS THE VISUAL OBSERVER'S LETTERHEAD,STATE SITE ADDRESS,PLAN CHECK&PERMIT VERIFICATION OF fm AND faac IN ACCORDANCE TO SPECIFICATION ARTICLE 1.413 PRIOR TO THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY THE CITY OF NEWPORT BEACH TO PROVIDE OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN NUMBERS,STAGES&ELEMENTS OBSERVED,DATE OBSERVED,&COMPLETE MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE INSPECTIONS OF THE SPECIFIC CONSTRUCTION OR OPERATION REQUIRED. PROOF OF SUCH PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONTACT INFORMATION FOR STRUCTURAL OBSERVER. CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS,REGARDLESS OF FORM USED, QUALIFICATION SHALL BE PROVIDED TO THE ENGINEER PRIOR TO THE START OF INSPECTIONS. 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE SHALL INCLUDE THE LICENSE STAMP&SIGNATURE OF THE STRUCTURAL MATERIAL IDENTIFICATION (TYPE/GRADE) O Q MINIMUM INSPECTION REQUIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. OBSERVER RESPONSIBLE FOR THE PROJECT. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER �1) FREQUENCY OF ENGINEER,ARCHITECT AND THE CONTRACTOR IN ATIMELY MANNER.ALL DISCREPANCIES BETWEEN THE STRUCTURAL OBSERVATION REPORTS. OSPECTOOWNER'S REPRESENTATIVE,PROJECT CONTRACTOR,AND THE BUILDING WELDER IDENTIFICATION SYSTEM O O INSPECTION(1) INSPECTORS WORK AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OBSERVATION REPORTS. INSPECTOR. INSPECTION TASK 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES&THE FINAL UP OF GROOVE WELDS INCLUDING JOINT GEOMETRY CONTINUOUS PERIODIC OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE ENGINEER,ARCHITECT AND FIT- OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR ( ) THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL KEEP RECORDS SUCH THAT ALL CONCERNED 5. THE REQUIRED SITE VISITS SHALL ATA MINIMUM INCLUDE THE FOLLOWING: ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR. -JOINT PREPARATION PARTIES CAN IDENTIFY THE OUTSTANDING WORK THAT NEEDS CORRECTION AND SUCH THAT CORRECTED A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS. X WORK IS RECORDED IN A TIMELY MANNER. Gensler POUR; STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY DOCUMENTS&THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN -CLEANLINESS (CONDITION OF STEEL SURFACES) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING THAT THE WORK REQUIRING OF NEWPORT BEACH"COMPLETE FRAMING INSPECTION';AND, CORRECTED. 2. AS CONSTRUCTION BEGINS, VERIFY THE FOLLOWING ARE IN 4675 MacArthur Court Tel 949.863.9434 C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS-TEM -TACKING TACK WELD QUALITY AND LOCATION SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN GENERAL CONFORMANCE ( ) O O COMPLIANCE: Suite 100 Fax 949.553.1676 ADDITIONAL SITE VISITS MAYBE NEEDED AS DETERMINED BY THE DESIGN BY THE CHIEF BUILDING OFFICIAL,OR DESIGNEE,WILL NOT OCCUR UNTIL THE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. - BACKING TYPE AND FIT(IF APPLICABLE) a. PROPORTIONS OF SITE-PREPARED MORTAR. X THE CODE. IF NON-CONFORMING WORK REMAINS,THEN THIS WORK SHALL BE ITEMIZED AND NOTED IN THE Newport Beach, CA 92660 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL b. CONSTRUCTION OF MORTAR JOINTS X REPORT. United States REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED.THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE CONFIGURATION AND FINISH OF ACCESS HOLES O O NEWPORT BEACH"STRUCTURAL OBSERVATION REPORT"FORM,ORA STRUCTURAL SYSTEMS.REVIEW&APPROVAL OF SUCH CHANGES BY THE C. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. X THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK REQUIRING SPECIAL INSPECTION.THE SIMILARLY FORMATTED REPORT,SHALL BE USED FOR ALL STRUCTURAL CHIEF BUILDING OFFICIAL,OR DESIGNEE,SHALL BE OBTAIN BY THE DESIGN FIT-UP OF FILLET WELDS d. LOCATION OF REINFORCEMENT, CONNECTORS,AND X CONTRACTOR SHALL PROVIDE A DESIGNATED AREA, ON SITE, FOR THE SPECIAL INSPECTOR TO RECEIVE OBSERVATION REPORT. CONSTRUPROFESSCTION NAL O SAIDC ANDES.ORPRIORTOINSTALLATIONANDIOR PRESTRESSING TENDONS AND ANCHORAGES. CORRESPONDENCE AND AN AREA TO LEAVE CORRESPONDENCE FOR THE BUILDING OFFICIAL AND THE CONSTRUCTION OF SAID CHANGES. - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) STRUCTURAL OBSERVATION SCHEDULE -CLEANLINESS (CONDITION OF STEEL SURFACES) O O e. PRESTRESSING TECHNIQUE X CONTRACTOR. THE CONTRACTOR SHALL DESIGNATE A QUALITY CONTROL INDIVIDUAL THAT SHALL ACT AS -TACKING (TACK WELD QUALITY AND LOCATION) f. PROPERTIES OF THIN-BED MORTAR JOINTS FOR AAC MASONRY X(2) X(3) THE MAIN POINT OF CONTACT FOR THE INSPECTOR, ENGINEER AND ARCHITECT REGARDING INSPECTIONS SITE ADDRESS: 1499 MONROVIA AVE PC#: UNITS. ISSUES. =0 Consulting Engineers TO BE COMPLETED BY THE DESIGN ENGINEER,AND INCLUDED ON THE CONSTRUCTION DRAWINGS. CHECK WELDING EQUIPMENT O A PRE-INSPECTION MEETING SHALL BE HELD AND ORGANIZED BY THE CONTRACTOR ONCE INSPECTION BASED ON THE PROJECT SCOPE,PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL 3. PRIOR TO GROUTING,VERIFY THE FOLLOWING ARE IN COMPLIANCE: 18400 Von Karman Ave, Tel 949.25.1022 OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. HAS STARTED.AS A MINIMUM, THE ENGINEER, SPECIAL INSPECTOR,ARCHITECT, BUILDING OFFICIAL, STRUCTURAL ELEMENTS AND/OR a. GROUT SPACE. X GOVERNMENT'S REPRESENTATIVE AND THE CONTRACTOR'S QUALITY CONTROL INDIVIDUAL SHALL BE Suite 600 Fax 949.252.8082 TYPE CONNECTIONS TO BE OBSERVED SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION INSPECTION TASKS DURING WELDING b. GRADE, TYPE,AND SIZE OF REINFORCEMENT, CONNECTORS, X INVITED TO ATTEND. THE PURPOSE OF THE MEETING WILL BE TO MEET EACH OTHER, CONFIRM THE SCOPE Irvine CA 92612 ❑ FOOTINGS,SLAB FOUNDATION,ANCHORS AND PRESTRESSING TENDONS AND ANCHORAGES. OF WORK FOR EACH DISCIPLINE, ESTABLISH COMMUNICATION PROTOCOLS AND ANSWER ANY QUESTIONS. USA N C. PLACEMENT OF REINFORCEMENT, CONNECTORS,AND X E] MAT FOUNDATION,PRESTRESSED CONC.SLAB USE OF QUALIFIED WELDERS O O PRESTRESSING TENDONS AND ANCHORAGES. a d. PROPORTIONS OF SITE PREPARED GROUT AND PRESTRESSING X o E] CAISSON,PILE,GRADE BEAM CONTROL AND HANDLING OF WELDING CONSUMABLES O O GROUT FOR BONDED TENDONS. ITEMS REQUIRING SPECIAL INSPECTION E] OTHER- - PACKAGING e. CONSTRUCTION OF MORTAR JOINTS X - EXPOSURE CONTROL SOILS CONSTRUCTION (CBC TABLE 1705.6) ❑ CONCRETE 4. VERIFY DURING CONSTRUCTION: VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC NO WELDING OVER CRACKED TACK WELDS OO a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X ❑ MASONRY ENVIRONMENTAL CONDITIONS b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER X 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE X LU ❑ WOOD OR MANUFACTURED SHEAR PANELSO O DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL THE DESIGN BEARING CAPACITY. W -WIND SPEED WITHIN LIMITS MEMBERS, FRAMES OR OTHER CONSTRUCTION. ❑ OTHER: - PRECEPITATION AND TEMPERATURE C. WELDING OF REINFORCING BARS. X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND X ❑ STEEL MOMENT OR BRACED FRAME d. PREPERATION, CONSTRUCTION,AND PROTECTION OF X HAVE REACHED PROPER MATERIAL. WPS FOLLOWED MASONRY DURING COLD WEATHER(TEMPERATURE BELOW LU E] CONCRETE MOMENT FRAME -SETTINGS ON WELDING EQUIPMENT 40°F) OR HOT WEATHER(TEMPERATURE ABOVE 90°F). 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL X LL -TRAVEL SPEED e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. X MATERIALS. ❑ MASONRY WALL FRAME -SELECTED WELDING MATERIALS O O f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT ❑ OTHER: -SHIELDING GAS TYPE/FLOW RATE TENDONS IN IN COMPLIANCE. THICKNESSES DURING PLACEMENT AND COMPACTION OF X - PREHEAT APPLIED 9. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF X(2) X(3) COMPACTED FILL. E] CONCRETE THIN-BED MORTAR JOINTS. - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUB-GRADE ❑ STEEL DECK 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. X a ❑ wooD - PROPER POSITION (F, V, H, OH) X SPECIMENS, AND/OR PRISMS. O ❑ OTHER: WELDING TECHNIQUES NOTES: FINAL ❑ FINAL OBSERVATION&REPORT - INTERPASS AND FINAL CLEANING O O 1. FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS CONCRETE CONSTRUCTION CBC TABLE 1705.3 - EACH PAS WITHIN PROFILE LIMITATIONS DURING THE TASK LISTED OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE ( ) TABLE. FORMS'.STRUCTURAL OSSERVAT ION GENERAL NOTES&SCHEDULE 10-2D„ - EACH PASS MEETS QUALITY REQUIREMENTS 2. REQUIRED FOR THE FIRST 5000 SQUARE FEET OF ACC MASONRY. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 3. REQUIRED AFTER THE FIRST 5000 SQUARE FEET OF ACC MASONRY. 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING X INSPECTION TASKS AFTER WELDING TENDONS, AND PLACEMENT. STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (CBC TABLE 1705.2.2) 2. INSPECTION OF REINFORCING STEEL WELDING IN WELDS CLEANED O O VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC ACCORDANCE WITH STEEL CONSTRUCTION (CBC TABLE 1705.2.2 ITEM 2b) SIZE, LENGTH, AND LOCATION OF WELDS P P 1. MATERIAL IDENTIFICATION OF COLD-FORMED STEEL DECK: 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS X VISUALLY INSPECT WELDS TO ACCEPTANCE CRITERIA SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. HAVE BEEN INCREASED. -CRACK PROHIBITION b. MANUFACTURER'S CERTIFIED TEST REPORTS. X -WELD/BASE METAL FUSION 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. X -CRATER CROSS SECTION P P 2. INSPECTION OF WELDING: 5. VERIFY USE OF REQUIRED DESIGN MIX. X -WELD PROFILES AND SIZES a. COLD-FORMED STEEL DECK: - UNDERCUT 1 FLOOR AND ROOF DECK WELDS. X 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR - POROSITY a. REINFORCING STEEL CONTENT TESTS,AND DETERMINE THE TEMPERATURE OF THE X 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER X CONCRETE. ARC STRIKES P P THAN ASTM A706 k-AREA(2) P P 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X IN INTERMEDIATE AND SPECIAL MOMENT FRAMES AND X PROPER APPLICATION TECHNIQUES. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X REPAIR ACTIVITIES P P 3. SHEAR REINFORCEMENT. X TEMPERATURE AND TECHNIQUES. 9. INSPECTION OF PRESTRESSED CONCRETE: DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 4. OTHER REINFORCING STEEL X a. APPLICATION OF PRESTRESSING FORCES. X INSPECTION TASKS PRIOR TO BOLTING b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE X SEISMIC-FORCE-RESISTING SYSTEM. I Date Description 10. ERECTION OF PRECAST CONCRETE MEMBERS. X 12/04/2014 DESIGN DEVELOPMENT MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMNETS O O STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND X PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND PROPER FASTENERS SELECTED FOR THE JOINT DETAIL O O STRUCTURAL SLABS. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF X THE CONCRETE MEMBER BEING FORMED. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEETS APPLICABLE O O REQUIREMENTS PRE-INSTALLATION VERIFICATION TESTING CONDUCTED FOR FASTENER ASSEMBLIES AND METHODS USED P O SPECIAL INSPECTION &TESTING OF FIBER COMPOSITE SYSTEM PROPER STORAGE PROVIDED FOR BOLTS, NUTS,WASHERS, SPECIAL INSPECTION OF THE FIBER REINFORCED POLYMER(FRP)SYSTEM MUST AND OTHER FASTENER COMPONENTS O O COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2013 CBC. SPECIAL INSPECTION OF THE INSTALLATION OF THE FRP SYSTEM MUST BE IN ACCORDANCE WITH THE LATEST ICC-ES ACCEPTANCE CRITERIA FOR INSPECTION INSPECTION TASKS DURING BOLTING &VERIFICATION OF CONCRETE& UNREINFORCED MASONRY STRENGTHENING USING FIBER REINFORCED POLYMER(FRP)COMPOSITE SYSTEMS(AC178). MATERIAL TESTING OF THE FRP MATERIAL AS NOTED IN (AC178) IS REQUIRED. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND O O WASHERS ARE PROPERLY POSITIONED (AS REQUIRED) JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO O O THE PRETENSIONING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O Seal/Signature BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FESS/0 FROM MOST RIGID POINT TOWARDS FREE EDGES O OPM E SAl F �� 9 .G) INSPECTION TASKS AFTER BOLTING m 0. rn 0 LU• No.4306 ' , .o Exp. 12/31/15 :* DOCUMENT ACCEPTED AND REJECTED CONNECTIONS P P `f'Tq�TRUCT F OF O- OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. Project Name P- PERFORM THESE TASK FOR EACH JOINT, CONNECTION OR MEMBER. 1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER KOBE INC 0 WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE LOW- STRESS TYPE. 2. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA,VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 in OF THE I Project Number WELD. 3. SEE SHEET S FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS FOR ELEMENTS IN 214319 c, THE SEISMIC FORCE RESISTING SYSTEM (SFRS). Description SPECIAL INSPECTION TABLES U Lo 0 0 Scale 00 12" - 1'-011 M N O NCO N O S00n02 'p N d. ©2014 Gensler 07 PA2014- 191 Attachment No . ZA 5 - Project Plans ABBREVIATION LIST ABBREVIATION LIST ABBREVIATION LIST Kobe Inc & AND #OR LBS POUNDS Client Address @ AT (L) LONGINTUDINAL STRUCTURAL STEEL SHAPES AB ANCHOR BOLT LAB LABORATORY C STANDARD CHANNEL ABV ABV LDGR LEDGER HP HP SHAPE ADDL ADDITIONAL LF LINEAL FOOT HSS HOLLOW STRUCTURAL STEEL ADJ ADJACENT LG LONG L ANGLES AFF ABOVE FINISHED FLOOR LIN LINEAL; LINEAR M M SHAPES AGGR AGGREGATE LL LIVE LOAD MC MISC CHANLES ALT ALTERNATE LLBB LONG LEGS BACK-TO-BACK PIPE#-STD STANDARD PIPE ALUM ALUMINUM LLH LONG LEG HORIZONTAL PIPE#-XSTRONG EXTRA STRONG PIPE APPVD APPROVED LLV LONG LEG VERTICAL PIPE#-XXSTRONG DOUBLE EXTRA STRONG PIPE Gensler APROX APPROXIMATELY LONGIT LONGITUDNAL S S SHAPE ARCH ARCHITECTURAL;ARCHITECT LP LOW POINT TS TUBE STEEL LTWT LIGHT WEIGHT W W SHAPE 4675 MacArthur Court Tel 949.863.9434 (B) BOTTOM LVL LEVEL WT, ST, MT STRUCT TEES CUT FROM W, S, M SHAPES Suite 100 Fax 949.553.1676 BD BOARD Newport Beach, CA 92660 BLDG BUILDING MAS MASONRY INSTITUTIONS United States BILK BLOCK MAT MATERIAL ACI AMERICAN CONCRETE INSTITUTE BLKG BLOCKING MAX MAXIMUM AISC AMERICAL INSTITUTE OF STEEL CONSTRUCTION BLW BELOW MB MACHINE BOLT AISI AMERICAN IRON AND STEEL INSTITUTE BM BEAM MDF MEDIUM DENSITY FIBERBOARD AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION BN BOUNDARY NAIL MECH MECHANICAL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE • Consulting Engineers BOF BOTTOM OF FOOTING MEZZ MEZZANINE APA AMERICAN PLYWOOD ASSOCIATIONS BOT OR B/ BOTTOM OF MFR MANUFACTURER ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 18400 Von Karman Ave, Tel 949.25.1022 BRCG BRACING MID MIDDLE AWPB AMERICAN WOOD PERSERVERS BUREAU Suite 600 Fax 949.252.8082 BRG BEARING MIN MINIMUM AWS AMERICAN WELDING SOCIETY Irvine CA 92612 BS BOUNDARY SCREW MISC MISCELLANEOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE USA BTW BETWEEN MTL METAL ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL CALCS CALCULATIONS #OR NO NUMBER ICC-ER ICC-ES LEGACY REPORT CANT CANTILEVER (N) NEW ICC-ES ICC EVALUATION SERVICES CBC CALIFORNIA BUILDING CODE N NORTH ICC-ESR ICC-ES REPORT CF CUBIC FOOT NF NEAR FACE PCI PRECAST CONCRETE INSTITUTE CG CENTER OF GRAVITY NIC NOT IN CONTRACT PTI POST-TENSION CONCRETE INSTITUTE CIP CAST IN PLACE NS NEAR SIDE SJI STEEL JOIST INSTITUTE CJ CONSTRUCTION JOINT; CONTROL JOINT NTS NOT TO SCALE TPI TRUSS PLATE INSTITUTE CL CENTER LINE CLR CLEARANCE; CLEAR OC ON CENTER CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER CO COMPANY OF OUTSIDE FACE COL COLUMN OH OPPOSITE HAND COMP COMPRESSION OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECT; CONNECTION OSB ORIENTED STRAND BOARD CONST CONSTRUCTION OSHPD OFFICE OF STATEWIDE HEATH PLANNING AND DEVELOPMENT CONT CONTINUE; CONTINUOUS CONTR CONTRACTOR // PARALLEL CP COMPLETE PENETRATION PC PRECAST CTR CENTER PCF POUNDS PER CUBIC FOOT CTSK COUNTERSINK; COUNTERSUNK PCI POUNDS PER CUBIC INCH PDF POWDER DRIVEN FASTENERS d PENNY(NAILS) PE POLYETHYLENE; PROFESSIONAL ENGINEER db BAR DIAMETER PI PLYWOOD INDEX DBL DOUBLE PL PLATE; PROPERTY LINE DEPT DEPARTMENT PLCS PLACES DET DETAIL PLF POUNDS PER LINEAR FOOT DIA OR 0 DIAMETER PP PARTIAL PENETRATION DIAG DIAGONAL PREFAB PREFABRICATED DIAPH DIAPHRAGM PRKG PARKING DIM DIMENSION PROJ PROJECT DIR DIRECTION PROP PROPERTY DIST DISTANCE PSF POUNDS PER SQUARE FOOT DL DEAD LOAD PSI POUNDS PER SQUARE INCH DN DOWN PTFE POLYTETRAFLOURETHYLENE(TEFLON) DO DITTO PVC POLYVINYL CHLORIDE DWG DRAWING PVMT PAVEMENT DWL DOWEL 1 OR PERP PERPENDICULAR (E)OR EXIST EXISTING R OR RAD RADIUS e.g. FOR EXAMPLE RD ROOF DRAIN EA EACH REF REFERNECE EF EACH FACE REG REGULAR EJ END JACK; EXPANSION JOINT REINF REINFORCE; REINFORCING EL ELEVATION REQ REQUIRED ELEC ELECTRICAL RET RETAINING ELEV ELEVATION; ELEVATOR REV REVISION EMB EMBED RF ROOF EN END NAIL RM ROOM ENGR ENGINEER RO ROUGH OPENING EOR ENGINEER OF RECORD EOS EDGE OF SLAB S ELASTIC SECTION MODULUS EQ EQUAL SAD SEE ARCHITECTURAL DRAWINGS EQUIP EQUIPMENT SCHD SCHEDULE EQUIV EQUIVALENT SECT SECTION I Date Description ES EACH SIDE; EDGE SCREW SEL SELECT 12/04/2014 DESIGN DEVELOPMENT ETC ET CETERA SHT SHEET EW EACH WAY SHTG SHEATHING EXT EXTERIOR SIM SIMILAR Si SEISMIC JOINT, SIDE JACK F'c CONCRETE COMPRESSION STRENGTH SLBB SHORT LEG BACK-TO-BACK F'm MASONRY COMPRESSION STRENGTH SMF SPECIAL MOMENT FRAME F/ FACE OF SMS SHEET METAL SCREW Fb ALLOWABLE BENDING STRESS SOG SLAB ON GRADE FD FLOOR DRAIN SPCG SPACING FDN FOUNDATION SPCL SPECIAL FF FINISH FLOOR SPECS SPECIFICATIONS FIN FINISH SQ SQUARE FLR FLOOR SS SELECT STRUCTURAL FN FIELD NAIL SSH SHORT SLOTTED HOLE FP FIRE PROOF; FULL PENETRATION STAGG STAGGER FRMG FRAMING STD STANDARD FS FULL SIZE; FAR SIDE; FIELD SCREW STIFF STIFFENER FT FOOT; FEET STL STEEL FTG FOOTING STRUCT STRUCTURAL Fy YIELD STRENGTH SW SHEAR WALL SYM SYMMETRICAL GA GAUGE 7- SUM GALV GALVANIZED GB GRADE BEAM (T) TOP GC GENERAL CONTRACTOR (T) TRANSVERSE GEN GENERAL T TOP GLIB GLUE LAMENATED BEAM T&B TOP& BOTTOM I Seal/Signature GR GRADE T&G TONGUE AND GROOVE T/ TOP OF (H) HORIZONTAL TB TIE BEAMPM E ESS H OR HORIZ HORIZONTAL TEMP TEMPORARY; TEMPERATURE `�',•Al F HD HOLDOWN THK THICK 7 HDR HEADER THRU THROUGH w m No.4306 0'. n o .0 Exp. 12/31/15 HGR HANGER TL TOTAL LOAD HI HIGH TN TOE NAIL *' HP HEAVY PILING TOF TOP OF FOOTING �'�sTRUCT\3�P��P HR HARD ROCK TOGB TOP OF GRADE BEAM qTF OF CA6133 HS HIGH STRENGTH TOL TOP OF LEDGER v HT HEIGHT TOS TOP OF STEEL TOSL TOP OF SLAB I Project Name I MOMENT OF INERTIA TOW TO OF WALL KOBE INC P i.e. THAT IS TRANSV TRANSVERSE 0 IBC INTERNATIONAL BUILDING CODE TSP TAPERED STEEL GIRDER ID INSIDE DIAMETER TYP TYPICAL IF INSIDE FACE Project Number IN INCH UL UNDERWRITERS LABORATORY, INC INCL INCLUDE; INCLUDING LINO UNLESS NOTED OTHERWISE 214319 N INFO INFORMATION UT ULTRASONIC TESTING INSP INSPECTION; INSPECTOR INT INTERIOR (V) VERTICAL I Description INTERIM INTERMEDIATE VOR VERT VERTICAL ABBREVIATIONS AND SYMBOLS INV INVERT VIF VERIFY IN FIELD v JST JOIST W/ WITH > JT JOINT W/C WATER-CEMENT RATIO q9 Lo W/O WITHOUT P k OR KIP 1,000(e.g. POUNDS) WF WIDE FLANGE o Scale KO KNOCK OUT WHT WEIGHT rn KP KING POST WP WORK POINT KSF KIPS PER SQUARE FOOT WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH M N O NCO N � N O S00n03 'p N d. ©2014 Gensler 0g PA2014- 191 Attachment No . ZA 5 - Project Plans 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. 3. ANY DAMAGE TO THE SLAB ON GRADE, THAT IS NOT INTENDED FOR DEMOLITION, DUE TO VEHICULAR TRAFFIC SHALL BE REPAIRED/DEPLACED AT THE EXPENSE OF THE CONTRACTOR. Kobe Inc 4. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR Client Address LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 5. REMOVAL AND REPLACEMENT OF EXISTING SLAB ON GRADE FOR NEW UTILITIES ARE NOT SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITIES CONSULTANT(S) FOR LOCATION OF NEW UTILITY LINES. SEE 4/S12.01 FOR SLAB REPAIR AT UTILITY TRENCHES. Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States • Consulting Engineers 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA 'A IIS II II ISI II I I I I . 3 - - - - - � - -=-_-=--- - _-_--- --- - - - _ - - -- - - -_ - - - - - - - - - - - - - - F - - - - - L-11 F L .I i i i i i it i r i i - Ji i 4 - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - -- - - y , - - - - - - - - - - - - - Date Description ' ' LII 12/04/2014 DESIGN DEVELOPMENT - - - _- - - - - - - - - - - - - - I . F- - - - - - -_=- - - - - - - - - - - - - - - __ - - - - -_ _ - __ - I - - - - - - - - - - - - - - - - - � I 7 - - - - - - -�- - - - - - - - - - - - - - - - - - Seal/Signature �O • �� P�O F S/OESN ' w m No.4306 o''. 0 Exp. 12/31/15�y:* qTF� OFCA....`\F Project Name 0 KOBE INC 0 Project Number 214319 N Description U- FOUNDATION DEMO PLAN U DO 0 0 Scale 00 1/8 _ 1 1_011 M N N O N Ref North - S01001 N U p N O FOUNDATION DEMO PLAN 1/8° -0° ©2014 Gensler 09 PA2014- 191 Attachment No . ZA 5 - Project Plans 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. 3. ANY DAMAGE TO THE SLAB ON GRADE, THAT IS NOT INTENDED FOR DEMOLITION, DUE TO VEHICULAR TRAFFIC SHALL BE REPAIRED/DEPLACED AT THE EXPENSE OF THE CONTRACTOR. Kobe Inc 4. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR Client Address LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 5. REMOVAL AND REPLACEMENT OF EXISTING SLAB ON GRADE FOR NEW UTILITIES ARE NOT SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITIES CONSULTANT(S) FOR LOCATION OF NEW UTILITY LINES. SEE 4/S12.01 FOR SLAB REPAIR AT UTILITY TRENCHES. Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States • Consulting Engineers 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA - - - - - - - - - - - - - 2 - - - - - � - - m-- - - - - - - - - - - - ]- - - - - - - - - { - 4 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - 4 - - - - - - - - = . - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - i I I i I I I I i I Date Description 12/04/2014 DESIGN DEVELOPMENT - - - - - - - - - - - - - j { � - - - � - - - - - F1 6 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - _L#1 Seal/Signature i ESS/0 M E S LU m No.4306 o' . , .o Exp. 12/31/15 s� sTRUCT qTF OF A CB) C D E F G Project Name 0 KOBE INC 0 Project Number 214319 N Description U- SECOND FLOOR DEMO PLAN U Lo 0 0 Scale 00 1/8 _ 1 1_011 M N M O NRef North N U p S01n02O i SECOND FLOOR DEMO PLAN 1/8"= 1'-0" 1 ©2014 Gensler 70 PA2014- 191 Attachment No . ZA 5 - Project Plans 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. 3. ANY DAMAGE TO THE SLAB ON GRADE, THAT IS NOT INTENDED FOR DEMOLITION, DUE TO VEHICULAR TRAFFIC SHALL BE REPAIRED/DEPLACED AT THE EXPENSE OF THE CONTRACTOR. Kobe Inc 4. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR Client Address LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 5. REMOVAL AND REPLACEMENT OF EXISTING SLAB ON GRADE FOR NEW UTILITIES ARE NOT SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITIES CONSULTANT(S) FOR LOCATION OF NEW UTILITY LINES. SEE 4/S12.01 FOR SLAB REPAIR AT UTILITY TRENCHES. Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States • Consulting Engineers 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA - - - - - 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77 - - -- - - -7 i 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Date - - - - Date Description 12/04/2014 DESIGN DEVELOPMENT i i 5 - - - - - - - - - - - - - - - - - - - - - - tE t 6 - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - _ - - - _ -- - - - - - - _- - - -- _ - Seal/Signature i ESS/0 M E S LU m No.4306 o' .o Exp. 12/31/15 s� sTRUCT qTF OF A CB) C D E F G Project Name 0 KOBE INC 0 Project Number 214319 N Description U- ROOF DEMO PLAN U Lo 0 0 Scale 00 1/8 _ 1 1_011 M N M o Ref North N t5 .O N S01n03 i ROOF DEMO PLAN 1/8° -0° ©2014 Gensler 71 PA2014- 191 Attachment No . ZA 5 - Project Plans FOUNDATION PLAN NOTES 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. h 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. Kobe Inc 3. FOR TYPICAL CONCRETE DETAILS SEE SHEETS S12.00 THRU S12.02. 4. FOR TYPICAL STEEL DETAILS SEE SHEET S12.20. Client Address 5. FOR TYPICAL METAL STUD DETAILS SEE SHEETS S 6. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES, SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. 7. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS,ALTHOUGH MAY BE INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY,ARE THE DESIGN RESPONSIBILITY OF OTHERS. 8. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS. 9. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE DRAWINGS FOR REQUIRED SLAB PENETRATIONS. 10. FOR PIPE PENETRATIONS THROUGH FOOTINGS SEE 4/S12.00. Gensler 11. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL DRAWINGS. 12. REFER TO ARCHITECTURAL. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY 4675 MacArthur Court Tel 949.863.9434 DISCREPANCY PRIOR TO POUR NOTIFY THE ENGINEER FOR CORRECTIVE MEASURES, Suite 100 Fax 949.553.1676 13. ANY DAMAGE TO THE SLAB ON GRADE DUE TO VEHICULAR TRAFFIC SHALL BE Newport Beach, CA 92660 REPAIRED/DEPLACED AT THE EXPANSE OF THE CONTRACTOR. United States 14. SLAB SHALL BE 4"THICK SLAB ON GRADE WITH#3 @ 18"OC EACH WAY AT MID-DEPTH OF SLAB PER DETAIL 13/S12.00 LINO ON PLAN. 15. CENTER COLUMNS ON GRID LINES UNLESS NOTED OTHERWISE. 16. ONLY LOAD BEARING WALLS AND SHEARWALLS ARE SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALLS LOCATIONS. • Consulting Engineers OIL TOSL: X'-XX" INDICATES TOP OF SLAB ELEVATION. 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 INDICATES STEP IN FOOTING PER 7/S12.00, LINO Irvine CA 92612 ON PLAN. USA 0 INDICATES NEW CONCRETE WALL PER PLAN. I I I I I I I I I I i i I I (E) HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 - - - - - _ - -- - - - - - - - -= - - =- = - - = - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -1 - - - - - - -� � _� -� � - � �- — - — -r � _� I- - -- -- I - - � � � � —1 � � � � � � L_ ' _ I L I L_ _J III I I � � I I III � I • II 14"CONIC WALL i 14"CONC WALL I I I (f'c= 3000 psi) i (f'c= 3000 psi) I I I I W/#5 @ 12"OC EA W/#5 @ 12"OC EA WAY EA FACE WAY EA FACE I I I III I i Ili lil I � I III L_ I� (E)HSS10x10x1/4 — I I I I I I I _� E HSS10x10x1/4 3 - - - - I - - - - - - - - - - I Ii -� lid LJ � J - - -� - I - - - - - - L I JI � -� I I � I L I ' I- - - - - - - - 1- - - - - - - - - III II I I ' I I I ' I 4"CONC SLAB INFILL 8"CONC WALL I I (f'c=3000 psi MIN) � �iiii i I i I i (f'c= 3000 psi) W/#5 @ 12"OC EA WAY -1L _ L- -1L (E) HSS10x10x1/4 � � — � I — � J - 4 - - - - - -I - - L -� - �- - - - J - - - - _ - - I - - - - - - i IE HSS10x10x1/4 i -I ' j i i E 18"x18"CONIC I� TYP UNO I I I TOSL: -5'-6" � I III III III , TOSL: +0" iI TYP UNO I I I I Date Description J L _J i i 12/04/2014 DESIGN DEVELOPMENT (E) HSS10x10x1/4 �- I � E HSS10x10x1/4 - I - - - - - - - - - - - _J - - I I ; � � 7 I it i (E)CONIC PAD 14"CONIC WALL FTG TYP (f'c=3000 psi) (E)4"CONIC SLAB I i W/#5 @ 12"OC EA III ON GRADE TYP WAY EA FACE III (E)CONC TIE , III III III BEAM TYP SII JL - JL -1L I— � I I I � � � � � ' � - E � - - - - - - - - 1 i - - F - - - - - - -I -I- % L -1 I �� I I I I I 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Seal/Signature (E) HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 E HSS10x10x1/4 p F ..3/ONq ME S• -37:�Z w:m No.4306 0. .o Exp. 12/31/15 I I I I I I sT • ROCT��••��P qTF OF CA0 A B C D E F G Project Name P 0 KOBE INC 0 Project Number 214319 N 65 I Description U_ FOUNDATION PLAN U DO 0 0 Scale 00 1/8 _ 1 1_011 M N � O � N Ref North N U p S02n0lO i FOUNDATION PLAN 1/8" = 1'-0" ©2014 Gensler 72 PA2014- 191 Attachment No . ZA 5 - Project Plans FRAMING PLAN NOTES 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. Kobe Inc 3. FOR TYPICAL CONCRETE DETAILS SEE SHEETS S12.00 THRU S12.02. 4. FOR TYPICAL STEEL DETAILS SEE SHEET S12.20. Client Address 5. FOR TYPICAL METAL STUD DETAILS SEE SHEET S- 6. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES, SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC,WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. 7. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS.ALTHOUGH MAY BE INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 8. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS. 9. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE DRAWINGS FOR REQUIRED SLAB PENETRATIONS. 10. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL DRAWINGS. Gensler 11. REFER TO ARCHITECTURAL. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO POUR NOTIFY THE ENGINEER FOR CORRECTIVE MEASURES. 4675 MacArthur Court Tel 949.863.9434 12. CENTER COLUMNS ON GRID LINES UNLESS NOTED OTHERWISE. Suite 100 Fax 949.553.1676 13. FRAMING SHOWN IS EQUALLY SPACED BETWEEN GIRDER/GRIDLINES UNO. Newport Beach, CA 92660 United States IMMeConsulting Engineers 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA W 10x15 W 10x15 - - - - - - - - - - - W10x15 W 10x15 II I I — (BENT) (BENT) i 14"CONC WALL i 14"CONC WALL (f'c=3000 psi) (f'c=3000 psi) W/#5 @ 12"OC EA W/#5 @ 12"OC EA WAY EA FACE i WAY EA FACE 9 1/2"CONC SLAB X z i INFILL 00 w i i (f c=3000 psi MIN) � m Ii — L W 18x35 -(CURVED-AN[ SENT)-- - - - - - - - - - - - - W - - - - - W 18x35 W 18x35 (BENT) - - (BENT) L — LO x\ �� GSL 8"CONC WALL =O oxo w /' `\ w w (f"c=3000 psi) Q 3: W/#5 @ 12"OC EA WAY 4 - - - - - - - - - + - - - - - - - - W 18x35 Li W 18x35 Li W 18x35 — (BENT) (BENT) L — J (BENT) i E 18"x18"CONC i TYP LINO (E)COL AND DROP CAP BELOW TYP I 0 Date Description 12/04/2014 DESIGN DEVELOPMENT � - - - - - _ 14"CONC WALL (f'c=3000 psi) (E) 1/2"CONC SLAB W/#5 @ 12"OC EA TYP WAY EA FACE + — r — + — — + — � — + — � r — + J 6 - - - - - - - - - - - - - - - - - - - - - - - - - � - - J - - - - 4-1 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - -� - - - - - - SeallSignature i p Q�.F...SI�Nq �� • DOES57 F �� y LU:m No.4306 -;D : m C( Exp. 12/31/15 `S'T sTRUCT UF�P� �Q' OF CA`\FO�� 12 A B C D E F G Project Name 0 KOBE INC O Project Number M 214319 N 2, I Description U- 2ND FLOOR PLAN U iv 0 0 Scale 1/8 11 _ 11-011 M N �2 d C6 O CD Ref North o S02n02 •o a d SECOND FLOOR PLAN 1/8"= 1'-0" ©2014 Gensler 73 PA2014- 191 Attachment No . ZA 5 - Project Plans FRAMING PLAN NOTES 1. FOR GENERAL NOTES SEE SHEETS S00.01 AND S00.02. 2. FOR ABBREVIATIONS AND SYMBOLS SEE SHEET S00.03. Kobe Inc 3. FOR TYPICAL CONCRETE DETAILS SEE SHEETS S12.00 THRU S12.02. 4. FOR TYPICAL STEEL DETAILS SEE SHEET S12.20. Client Address 5. FOR TYPICAL METAL STUD DETAILS SEE SHEET S- 6. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES, SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. 7. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS.ALTHOUGH MAY BE INDICATED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. 8. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS. 9. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE DRAWINGS FOR REQUIRED SLAB PENETRATIONS. 10. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL DRAWINGS. Gensler 11. REFER TO ARCHITECTURAL. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO POUR NOTIFY THE ENGINEER FOR CORRECTIVE MEASURES. 4675 MacArthur Court Tel 949.863.9434 12. CENTER COLUMNS ON GRID LINES UNLESS NOTED OTHERWISE. Suite 100 Fax 949.553.1676 13. FRAMING SHOWN IS EQUALLY SPACED BETWEEN GIRDER/GRIDLINES UNO. Newport Beach, CA 92660 United States I I I I I I I I I I I I I I • Consulting Engineers 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA I I I I I I I I I I I I I I I I I I I I I 1 - - - - - I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - F r-F r - F r -1 -1 F F7 1 F r1-1, 2 - - - - - - - —tLlJ - - — - - - -�- - -- - - - L J- � - - - - I --I - - - - - - LIJ I - - - - 1 L ! - -1 L �I� J L — — J L_ �I� � L — ! J II II II I I ili ili I I II II I I II II I I I III III I I II � � II X III 00 m III I LJ LJLO I M H I 00 W I II I I � m I II F — W 18x35 — — - — — W 18x35 r — I r --------- BENT) , W18x35 (BENT -� _ _ _rl� ( _ _ _ ) rl 1 I+LI --- - + LIJ TGURVED AND BENT) L - - - - - - — L t — ----- L — + — J L _ J I I I I I I L0 L0 oz / \ 0, z I m m \ � II r I r --- -- 4 - - - - - - - —+LIJ - r ----- T- -LIJ LIJ - - - - - - - L I W 18x35 I W 18x35 — J W 18x35 J I I (BENT) (BENT) (BENT) + I II II I I I I I I II II � I I I II II II II II I I I Cl) C%JI II L----L- � z N N Xz I-----� m m I I (E)COL AND DROP CAP BELOW TYP I I Date Description II I I I I II 12/04/2014 DESIGN DEVELOPMENT II F F r — — W18x35 F (BENT) IIIIIIiI - —�— - - — - - - -- - J L J I - - - - - LIJ ' - - - - - — 5 - - - - - - �L J---------- J L L - � J I I II I I I I I II I I I I I I I I I 1/2"CONC SLAB TYP I I I I I I I I II I I I I I II I I I I I I I I I - - - - -rl� _ - - - - - - - - - -- - - - - - rl - - - - — LL+J— J L —L�J— J L —L�J— J L —L�J— J L —L�JJ II I I I I I II I I I I I I I I I - - - - - SeallSignature I F ..ESS IONq P M E S I I I I I I �'•� �:�Z LU m No.4306 0. �', .o Exp. 12/31/15 I I I I I I sj;sTRUC T�FZP� �Q' qTF OF CAOF A B C D E F G Project Name 0 KOBE INC 0 Project Number 214319 N Description U- EXISTING ROOF FRAMING PLAN U DO 0 0 Scale 00 1/8 _ 1 1_011 M N (fl o Ref North - S02n03 N U � .O N i EXISTING ROOF FRAMING PLAN 1/8"= 1'-0" ©2014 Gensler PA2014- 191 Attachment No . ZA 5 - Project Plans WALL REINF PER WALL ELEV OR PLAN DOWELS TO CONCRETE WALL MATCH SLAB REINF ICONICOR PIPE TRENCH Kobe Inc PER PLAN 1ST POUR SECOND POUR CMU WALL SHALL BE Client Address LOCATED SO NO PIP S SHALL z THAT FOOTIN LAP PER 1/- PASS THRU FTG PAD Q WILL NOT BE FOOTING REINF loof FOOTING PER UNO ii UNDERMINED DOWELS TO MATCH PER PLAN PLAN - D SLAB ON GRADE w = - DOWELS TO MATCH ❑ PER PLAN VERT REINF (TYP) POUR JT d - #4 CONT T&B w 0 SLAB REINFORCING = I-_ H = BACKFILL PER U ROUGHEN TO 1/4" � - - - SPECS 1'-6" � z AMPLITUDE FTG - _ za w I z IIIA II111 SLAB ON GRADE PER PLAN (E)SLAB ON GRADE Y w w I= III- TOOLED EDGE U w 3'MI =_III NO #3 x 30" LG DOWELS @ 12" OC a 1= EXCAVATION Gensler MAX W/6" MIN EMBED W/EPDXY FINISH TOP OF SLAB w -_ - -_ -III ALLOWED co l l l ——- 1-111 111 111 PER GENERAL NOTES SURFACE PER PLAN w z z =III = - = o yi BELOW THIS CL III III III I I ,III III;III III III o 1 1/2" 3 1/2" CONT KEY 111=, - - - 1 LINE 4675 MacArthur Court Tel 949.863.9434 - o � o PROVIDE (1) KEY WHERE"D"<_2'-8" = Suite 100 Fax 949.553.1676 III 1=I II W • I o PROVIDE(2) KEYS WHERE"D">2'-8" I \ 2 \ Newport Beach, CA 92660 - - - � b z — — - —i I- w o United States _ z � m 2 -- - - - - - - - - - - - - - a „D,+1'-6" mzo L; — =1" -III -I -1 MIN J U U J Q W PLACE CONCRETE FILL TOP REINF PER z Q AROUND SLEEVES BEFORE ;111; ; =111 111-III=III- 1 PLAN WHERE J U) Q w POURING FOOTING PADS w OCCURS of a ELEVATION U) � O SECTION • 3„ Q >_ W z Q Consulting Engineers _ � W CL ELEVATION W O `'' ,.. p ❑ NOTES: LL w ❑ 1. WHEN SEVERAL PIPES ARE EMBEDDED, 18400 Von Karman Ave, Tel 949.25.1022 CONT(B) REINF NOTE: w J MAINTAIN 2 DIAMETERS OR 6" MIN Suite 600 Fax 949.252.8082 Ir PER PLAN li it t THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF � 5= HORIZONTAL DISTANCE BETWEEN PIPES. Irvine CA 92612 3"CLR CONSTRUCTION JOINTS FOR APPROVAL BY THE STRUCTURAL 2. "D" = PIPE DIAMETER+2" +SLEEVE USA ENGINEER BEFORE STARTING CONSTRUCTION. THICKENESS*2 TRANSVERSE REINF EQUAL EQUAL (TYP) PER PLAN WHERE 01 OCCURS PER PLAN SLAB TO EXISTING SLAB NTS 20 EDGE OF SLAB ON GRADE NTS 16 INTERIOR CONCRETE WALL FOOTING NTS 12 CONT FOOTING CONSTRUCTION JOINT NTS PIPE TRENCH DETAIL NTS 6'-0" MAX NOTES: S = V-6" MAX("S" SHALL BE A MULTIPLE OF RECTANGULAR OR 8"AT MASONRY WALLS (1'-4"MAX)). a ROUND OPENING D = DEPTH OF FTG 6 2'-0"LAP TOP BAR LAP O 2 (1)#4 CONT(T&B)AT 6 TOP OF SLAB ELEVATION SEE PER-/- D 2 x S u',V6 CURB ONLY PLAN TYP '�iiO1Q 12 z 1 1/16" FOOTING TOP of of Q CLR #4 NOSING BAR WHERE - - - - BARS WHERE Q � NO CURB OCCURS W IN OCCURS 135° HOOK 90° HOOK m � co w ❑ ❑ -III-III=1 1. Z BAR SIZE D' it4t SEE ARCH FOR SIZE AND a z � Q 1 p O ILL LOCATION OF CURB Q X O J 6 • CD #3 THRU#5 4db W a WHERE OCCURS F O w 0 #6 THRU#8 6db � � w ma � ❑ a W } TOP OF SLAB cn 8"CONCRETE WALL ❑ Q - CLR D' = BEND DIAMETER 3/4"CLR Q PER PLAN KEY PER 6/-SIM x W/#4 @ 12"OC EACH o Q 1 L— WAY z W U j - TIES&STIRRUPS HOOKS ONLY TYPICAL COLUMN _ _ OU Of o -111-- 6 m O Q � C��Q BAR OFFSET 1 � J W n3l,@16"OCAT � 12 (2)#4 x 4'-0" LG IN EACH Ln X • • � O 2 p � BAR SIZE D V-0"MIN CORNER AT MIDHEIGHT IN =0 _7 01of CURB SLAB #4 @ 12" OC REINF TO MATCH = _ _ _ _ #3 THRU#8 6db 4 SIZE AND SPACING - 4db OR -00 2 9 L OF FOOTING BOTTOM REINF TO MATCH SIZE ' 1/2" MIN N z #9 THRU#11 8db NOTE: REINF NOT REQUIRED FOR \' 1 -6 BARS AND SPACING OF OPENINGS LESS THAN 2'-0" fi FOOTING TOP BARS 180° HOOK 90° HOOK #14 AND#18 10db SQUARE. PLAN NOTE: el 2 x S BOT BAR LAP WHERE OCCURS STANDARD HOOKS D = BEND DIAMETER WALL IS TO REMAIN SHORED (7) TYP PER-/- DAYS MIN AFTER TOP OF SLAB - - - - HAS BEEN PLACED DEPRESSION ON SLAB ON GRADE NTS 19 OPENING IN SLAB ON GRADE NTS 15 ELEVATOR PIT DETAIL NTS 11 STEPPED FOOTING DETAIL NTS 7 REINFORCING BAR BENDING DETAIL NTS rt ,-3" MIN -ISOLATION JOINT PER-/- EQ EQ C COLUMN PER PLAN CLASS "B"TENSION LAP SPLICE LENGTH (1)#4 CONT(T&B)AT 18" (2)SHEAR DOWELS ❑ BASE PLATE AND ANCHOR CURB ONLY w O I BOTLS PER 9 & 10/S6.2 PER SIDE (WHERE m z SLAB OCCURS z 1 1/2" NON-SHRINK z 18" ) w z GROUT Q BAR SIZE GR 60 3 4 5 6 7 8 9 10 11 U � 1 1/2"WIDE BREAK BOND z 1/8" PREMOLDED N CONTINUOUS WITH CURING STRIP FILL W/ TOP OF SLAB Q cD _ �- Date Description FORMED KEY COMPOUND v JOINT SEALER 1/8"SAWCUT PER PLAN BAR DIAMETER, db (IN) 0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270 1.410 W ❑ #3 @ 16" OC "' I 12/04/2014 DESIGN DEVELOPMENT SEE ARCH FOR SIZE AND a AT CURB LOCATION OF CURB _ WHERE OCCURS � � \_ � � III 111 I 11111 a TOP BAR 3'-0" 4'-0" 5'-0" 6'-0" 8'-9" 10'-0" 11'-4" l� I I-1 1 = _ "' BOTTOM BAR 2'-4" 3'-1" 3'-10" 4'-8" 6'-9" T-9" 8'-8" TOP OF SLAB - _ - - ❑ PER PLAN = _ _ w = oo TOP BAR 2'-7" 3'-6" 4'-4" 5'-3" T-7" 8'-8" 9'-10" _ _ • 1„ g X Q 1 1=1 1=1 1=1 1 III III 1 `Y'U a It BOTTOM BAR 2'-0" 2'-8" 3'-4" 4'-0" 5'-10" 6'-8" T-6" ¢lo 2 _ J w = =111 III-111= o TOP BAR 1 v W 3„CLR - o °- FORMED JOINT SAW-CUT JOINT TYP TOP REINF � BOTTOM BAR WxL PER SCHEDULE (WHERE OCCURS) U CONSTRUCTION JOINT CONTROL JOINT `' -- - BOTTOM REINF NOTES: ALL REINFORCING MUST MEET ONE OF THE FOLLOWING CASES: 18„ PER SCHEDULE A. CASE I: THE CLEAR SPACING OF THE BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN ONE BAR DIAMETER(db).THE CLEAR COVER NOT LESS THAN ONE BAR NOTES: NOTE TO DRAFTER: DIAMETER(db) (STIRRUPS AND TIES ARE LOCATED THROUGHOUT THE SLICE LENGTH NOT LESS THAN CODE MINIMUM. 14 01 11 1'-0"MIN 16 DOWELS @� 1. CONTROL JOINTS SHALL BE LOCATED AT COLUMN CENTERLINES, ADD FOOTING SCHEDULE B. CASE II:THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS(2db)AND THE CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER 16"OC AT 20'-0" OC MAX SPACING,AND EVERY 400 SQUARE FEET. (db). 2. IF SAW-CUT CONTROL JOINTS ARE USED, SAW-CUT NO LATER C. FOR ALL OTHER CASES MULTIPLY THE VALUES SHOWN BY 1.5. 18" THAN 12 HOURS AFTER CONCRETE FINISHING. 1. THE ABOVE VALUES ARE FOR LIGHTWEIGHT CONCRETE. 3. CONTROL JOINTS SHALL BE LOCATED AS PER NOTES#1 &#2 2. THE ABOVE VALUES ARE FOR UNCOATED REINFORCEMENT. UNLESS SPECIFICALLY INDICATED OTHERWISE ON PLANS. 3. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12"OF NEW CONCRETE PLACED BELOW THE BAR. 4. A CONTROL JOINT IS NOT REQUIRED WHERE A CONSTRUCTION 4. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL REINFORCEMENT WITH LESS THAN 12"OF NEW CONCRETE PLACED BELOW THE BAR. JOINT OCCURS. STEP IN SLAB ON GRADE NTS 18 SLAB ON GRADE CONTROL JOINTS NTS 14 PAD FOOTING AT STEEL COLUMN NTS 10 LIGHTWEIGHT CONCRETE LAP SPLICE SCHEDULE (CLASS B) NTS 2 I Seal/Signature Q�pFESS/0 MES F �l V-6" (1)#3 CONT W/ 1'-6" LG 2x6 NOMINAL x6" 2x6 NOMINAL x6" KEY o `" m HOOK AT CORNER OR = Q KEY 2'-0"OC a:m No.4306 0'. � @ @ 1'-0"OC o Ex 12/31/15 CORNER BARS 1/2" MI � N SLAB ON GRADE � p' may: Q CLASS "B"TENSION LAP SPLICE LENGTH 8 M � z CONSTRUCTION JOINT OR OPTIONAL COLD a CONTROL JOINT WHERE w JOINT AT INTERIOR #3 @ 16"OC U OCCURS ❑ `r� ROCT .• ��P -9TF OF CA`\FOQ. z - Q Q � BAR SIZE GR 60 3 4 5 6 7 8 9 10 11 v TOP OF SLAB (TYP) `" w LU REINF PER PLAN Q f I Project Name WW J O BAR DIAMETER, db (IN) 0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270 1.410 LIZ$ Z § KOBE INC z ; o �,� o TOP BAR 2'-4" 3'-1" 3'-11" 4'-8" 6'-9" 7'-9" 8'-9" 9'-10" 10'-11" - o N BOTTOM BAR 1'-10" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" 7'-7" 8'-5" 6„ THICKEN SLAB ON GRADE ,., O A TOP BAR 2'-0" 2'-8" 3'-4" 4'-1" 5'-11" 6'-9" T-7" 8'-6" 9'-5" Project Number !-1 rn AS REQUIRED TOP _-_ o X PROVIDE 3" CLR COVER 1 I-III-III=1 -III 214319 Q i i iii iii= i-iii iii ELEVATION AT HORIZONTAL KEY � BOTTOM BAR 1'-7" 2'-1" 2'-7" 3'-1" 4'-6" 5'-2" 5'-10" 6'-7" 7'-3" 1"CLRole 8" MIN Q N 1 1/ TOP BAR 1'-10" 2'-5" 3'-0" 3'-8" 5'-3" 6'-0" 6'-9" 7'-7" 8'-6" VAPOR RETARDER(10 MIN o I Description N W„-3„ TYP w z MIN- 15 MIL STEGOWRAP (V (V 'n BOTTOM BAR 1'-5" 1'-10" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 5'-10" 6'-6" °' C #3 @ 16"OC w � V-6" RECOMMENDED) N CONCRETE FOUNDATION „W„-3„ (2)#3 CONT W/ 1'-6" LG HOOK AT—] PREPARED SUBGRADE PER CORNER OR CORNER BARS GEOTECHNICAL REPORT NOTES: DETAILS v OPTIONAL COLD ALL REINFORCING MUST MEET ONE OF THE FOLLOWING CASES: JOINT AT INTERIOR >- A. CASE I: THE CLEAR SPACING OF THE BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN ONE BAR DIAMETER(db).THE CLEAR COVER NOT LESS THAN ONE BAR DO TOP OF SLAB (TYP) DIAMETER(db) (STIRRUPS AND TIES ARE LOCATED THROUGHOUT THE SLICE LENGTH NOT LESS THAN CODE MINIMUM. o N B. CASE II:THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS (2db)AND THE CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER(db). Scale THICKEN SLAB ON GRADE C. FOR ALL OTHER CASES MULTIPLY THE VALUES SHOWN BY 1.5. a, J AS REQUIRED TOP SECTION 1. THE ABOVE VALUES ARE FOR NORMAL WEIGHT CONCRETE. As indicated v PROVIDE 3" CLR COVER ELEVATION AT VERTICAL KEY Q 2. THE ABOVE VALUES ARE FOR UNCOATED REINFORCEMENT. 3. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12"OF NEW CONCRETE PLACED BELOW THE BAR. M 4. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL REINFORCEMENT WITH LESS THAN 12"OF NEW CONCRETE PLACED BELOW THE BAR. S12n00 N � O N CO N � U p TYPICAL CURB ON SLAB ON GRADE NTS 7 TYPICAL SLAB ON GRADE NTS 3 TYPICAL KEY DETAIL NTS 9 NORMAL WEIGHT CONCRETE LAP SPLICE SCHEDULE (CLASS B) NTS ©2014 Gensler PA2014- 191 Attachment No . ZA 5 - Project Plans COMPACTED FILL Kobe Inc #4 DOWELS @ 18"OC Client Address EA WAY TYP W/5" MIN EMBED W/EPDXY PER GENERAL NOTES CONC SLAB ON GRADE INFILL TO MATCH (E)SLAB ON GRADE #4 LONGIT BARS @ THICKNESS (5" MIN) 18" OC TYP I I Gensler III—I III 1111 4675 MacArthur Court Tel 949.863.9434 I III_ III III=1I1= =1 III III III 1=� Suite 100 Fax 949.553.1676 = III= —III III= Newport Beach, CA 92660 -1 II III=1 l aI I—III=1 I- United States III—III II 1=III—III—II I I—III—III I I 1=1 I I I 11= III—III III III—III—III= I I1—III—I I — " I_I11=111—I' 1=IIII IIII— —III—III—I 11_ Consulting Engineers 111111111—I I h � �I I I III III • III` `�' �III_III III I' l l l l l l l l l l N'm11 I=111-11' 1 = 18400 Von Karman Ave, Tel 949.25.1022 I_ IIII 1�1R fill III —I 1 Suite 600 Fax 949.252.8082 '1 II I II I II I II I II I II I Ih I�I I Irk 11 I I�Iil I II I II I II I II I II I II i,l UTILITY LINE BY OTHERS Irvine CA 92612 USA TRENCH INFILL NTS 4 L � � o W = > U O Q EQUIPMENT PER MFR =) 06 ROUGHEN TO Q Lu U 1/4"AMPLITUDE � J G W z U 6" MIN6"MIN LU U TYP TYP 1" MIN 6" MAX (E) SLAB — — / — u #3 @ 12"EW (UP TO 6" PADS) #4 @ 12" EW (UP TO 9" PADS) 12" #4 @ 2'-0"OC MAX W/3" MIN EMBED INTO (E)SLAB W/EPDXY PER GENERAL NOTES (2 PER SIDE MIN) MECHANICAL PAD ON EXISTING SLAB NTS 3 1 Date Description J JJ 12/04/2014 DESIGN DEVELOPMENT O Q EQUIPMENT PER D 06 MFR U J W z U 6" MIN6"MIN 2 � v TYP TYP 1" MIN CD 6" MAX TOP OF SLAB PER PLAN #3 @ 12" EW (UP TO 6" PADS) #4 @ 12" EW (UP TO 9" PADS) 12" #4 @ 4'-0" OC MAX (2 PER SIDE MIN) 12" MECHANICAL PAD ON SLAB ON GRADE NTS 2 I Seal/Signature Q�pFESS/0 MES F �l .'A\ Fc 1'-6" MIN01 W:m No.4306 0'' I .o Exp. 12/31/15 y: WHERE ADJACENT WALL OCCURS sj sTRL/CT\P1. �Q qTF OF CA0FO�� v W �N� III— FYIProject Name #4 NOSING BAR(TYP) III-11I- j LID PROVIDE 1 1/2" MIN COVER KOBE INC #4 @ 12" OC EACH � — "CLR 10, WAY BEND AS #4 DOWELS @ 12"OC 111 111,, REQUIRED 2'-0" a I Project Number rn Q W /#O4 @ CONCRETE OC ALL SLAB ON GRADE —IIII N EACH WAY 214319 PER PLAN • 111— FINISH GRADE 6 - 1 Description 6�3 #4 CONT 1 T1=II I z CONCRETE FOUNDATION 111 DETAILS Z #4 CONT (2)#4 CONT — - q9 Lo > - - - - - - o BOTTOM OF 1 Scale [2" FOOTING (BEYOND) ALTERNATE DOWELS As indicated rnOP NOTE:WALL — M SHALLA N SLAB HAS BEEN INSTALLED FOR 7 DAYS. SECTION o N COS12n0l N U CONCRETE STAIRS ON GRADE NTS ©2014 Gensler 70 PA2014- 191 Attachment No . ZA 5 - Project Plans 5" 5" do (E)CONC COL Kobe Inc Client Address d ! (2)#5 x 3-0"TRIM BARS EACH COLUMN STRENGTHENING CORNER(OMIT AND GROUT INJECTION PER AT ROUND OPNG) a 40 1"O THRU d -BOLT @ 12"OC W/WASHER PL1/4x3"SQ \ c.4 EA END TYP A, V ° HOOK (2)#5 EACH SIDE Gensler BARS 90° L0 I ' _' ' A @ EDGE COUPLER NUT CONDITION 4675 MacArthur Court Tel 949.863.9434 AV- I-, Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States 1"0 THREADED ROD NOTES: TYP 1. SEE WALL ELEVATIONS OR PLANS FOR REINFORCEMENT AT LARGER OPENINGS. Lu 2. CLUSTERS OF SMALL HOLES WHOSE z OVERALL MEASUREMENT EXCEED 1'-0" SHOULD BE REINFORCED AS ONE OPENING. Consulting Engineers 2'-6"MAX 3. NO OPENING IN SLAB TO BE LOCATED 01 CLOSER THAN 2'-0" FROM COLUMN FACE UNLESS APPROVED BY THE STRUCTURAL 18400 Von Karman Ave, Tel 949.25.1022 ENGINEER. Suite 600 Fax 949.252.8082 Irvine CA 92612 CONC WALL AND REINF USA PER PLAN CONC SHEAR WALL TO (E) CONC COL 11/2" = 1'-0" $ CONCRETE WALL OPENING DETAIL 1"= 1'-0" 4 VERT END BARS PER ELEV @ 6" OC(WHERE OCCURS) V 01 A (2)#6 VERT MIN SAW BLADE NEATLY CUT& CHIP OUT CORNER BENT DOWEL TO MATCH 2 SIZE AND SPACING OF L) WALL HORIZ REINF 1 d STOP SAWCUT. U) DO NOT OVERCUT d CORE 6"0± HOLE AT I � a- CORNERS&SAWCUT. DO I Q NOT OVERCUT OPNG. CHIP AWAY FINAL CORNER. W % C/)U of A DETAIL a LAP PER SCHED a VERT WALL REINFORCING PER ELEV LOCATE FIRST BARS OF VERT REINF ADJACENT TO LAST ADDITIONAL END BAR PER ELEV SAW CUT OPENING IN EXISTING CONC 1' 7 WALL REINFORCING AT INTERSECTION 1" = 1'-0" 3 VERT END BARS DOWEL TO MATCH SIZE AND PER WALL ELEVATION SPACING OF WALL HORIZ REINF USE (2)#6 LINO I W/ 180° HOOK AROUND VERT BARS ALT ENDS AT JAMB ENDS (DOES NOT OCCUR AT WALL CORNERS) I Date Description HORIZ WALL REINFORCING PER LAP PER SCHED (3)#6 MIN 12/04/2014 DESIGN DEVELOPMENT ELEV do LAP PER SCHED VERT END BARS PER ELEV @ 6"OC (WHERE OCCURS) • BENT DOWEL TO MATCH SIZE AND SPACING OF WALL HORIZ REINF VERT WALL REINFORCING PER ELEV LOCATE FIRST BARS OF VERT REINF ADJACENT TO LAST ADDITIONAL END BAR PER ELEV y VERT WALL REINFORCING PER ELEV _-----___I LOCATE FIRST BARS OF VERT REINF > 6 ADJACENT TO LAST ADDITIONAL END w W VERT END BARS PER ELEV BAR PER ELEV W U @ 6"OC (WHERE OCCURS) U w 0 d U) w W � Qw A CORNER CONDITION o _ � w U W co > CONCRETE WALL JAMB REINFORCING = 1' 2 Seal/Signature Q�pFESS/ON M E S F �l ��• z Lu •m No.4306 0'. n '.I Exp. 12/31/15 LINTEL REINFORCING: cPj `rTRVCTVFZP� �P (4)#4 FOR OPENINGS LESS THAN 5-0" qTF OF CAL\FO�� z (4)#5 FOR OPENINGS 5'-1"TO T-0" (4)#6 FOR OPENINGS T-1"TO 10'-0" U CD N w 2 '-0" MIN (2) LAYERS OF (2)#4x4'-0" LG Project Name DIAGONALS AROUND CORNERS KOBE INC cv U TYP TYP o O p Q o W _ cf) COU W W w WHERE EXTENSION IS NOT I Project Number rn a z POSSIBLE EXTEND BARS AS FAR AS U = POSSIBLE AND HOOK TYPICAL N 9 2"CLR 214319 W CONC WALL PER PLAN 65 Q (4)#4 TYP Description LINO EXTEND JAMB BARS FLOOR TO CONCRETE WALL DETAILS FLOOR OR FLOOR TO ROOF WHERE OPENING EXCEEDS 4'-0" IN WIDTH _ OTHERWISE EXTEND 48 DIA OR 2'-0' MIN PAST FACE OF OPENING q9 DO 0 c o Scale FLOOR LINE STD 90° HOOK WHERE MIN As indicated rn EMBEDMENT NOT POSSIBLE ELEVATION N O O N COS1202 N U TYPICAL CONCRETE WALL OPENING REINFORCING 3/4"= 1'-01, 1 • ©2014 Gensler 77 PA2014- 191 Attachment No . ZA 5 - Project Plans Kobe Inc Client Address PROVIDE (2)STUDS AT BRACE FRAME/GIRDER IN ADJACENT DECK FLUTES PROVIDE AISC STANDARD CP TYP T&B WHERE DECK IS TO BM OR @ HORIZ SHORT-SLOTTED FLANGES CONTRACTOR 4"OC WHERE DECK IS//TP BM OPTION IN HOLES IN CONN PL GIRDER WEB OR LIEU OF 1/4 3 MIN I COLUMN FLANGE BOLTS TYP 1/4 V 3 MIN EACH ANGLE PL3/8 (TYP) p I I Op SEE SCHEDULE - - - - - - - - - - - - - - - - - - - - - - -- - - - - - II FOR PLATE 0° 110° Gensler 1/2" M 0I I 0 \ I SEE CLR 1/4 o O I I BEAM WEB \ FOR 0°<b<30° 4675 MacArthur Court Tel 949.863.9434 TYPI I + �O SCHED Suite 100 Fax 949.553.1676 g" 1/4 O O QJ Newport Beach, CA 92660 1 United States 01 ll CLR PYP W x BM PER PLAN I 3 FOR 30°<b<45° SHEAR PL, BOLTS AND WELD, HARDEN WASHER 112' I SEE SCHED ON -/- ON BOLT SIDE �ti\ 45° 112 FOR 45°<b<60° L4x4x3/8 W/(2)3/4"0 A325-N b\ Consulting Engineers PRETENSIONED BOLTS W/ PLAN SYMBOL o° 112 PLAN SYMBOL CLASS A OR B FAYING 60° 3/16"-45° 18400 Von Karman Ave, Tel 949.25.1022 112 SURFACES AT EA END NOTES: Suite 600 Fax 949.252.8082 1. TOP FLANGE&BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS A Irvine CA 92612 FLAW IN THE WELD IS IDENTIFIED BY THE SPECIAL INSPECTOR. PLAN USA 2. REMOVE RUN-OFF TAB AFTER WELD IS COMPLETE. 3. USE A572-GR.50 STEEL FOR ALL CONNECTION PLATES IN THIS DETAIL. SKEWED BEAM CONNECTION SCHEDULE BOTTOM FLANGE BRACE DETAIL 1' 12 BM TO BM MOMENT CONNECTION 1' $ BEAM NO.&SIZE PLATE WELD FOR WELD FOR SIZE OF BOLTS THICKNESS 0°<b<10° 10°<b<30° REQUIRED W8 (2) 7/8"0 5/16" W10 (2) 7/8"0 5/16" W/4"GA PROVIDE AISC STANDARD CP TYP T&B FP \ HORIZ SHORT-SLOTTED FLANGES \ W12 (3) 7/8„0 5/16" HOLES IN CONN PL STIFF PL TO P2t W14 (3) 7/8"05/16" S S BM TYP NS STIFFENER PL TO S+1/16" S+1/8" & FS PL t MATCH BEAM W16 (4) 7/8"0 5/16" 2 FLANGES EACH SIDE W18 (4) 7/8"0 5/16" a s W21 (5) 7/8"0 5/16" Q I I Q O I I 0 W24 (6) 7/8"0 3/8" W27 (7) 7/8"0 3/8.. W30 (8) 7/8"0 7/16" Wx BM PER PLANSHEAR PL, BOLTS AND WELD, W33 (g) 7/8„O* 1/2" S 45° TYP SEE SCHED ON -/- _ Wag (g) 7/8"O* 1/2" S+1/8" PLAN SYMBOL ,' �� NOTES: FP 1. FILLET WELD SIZE "S" = PLATE THICKNESS. 2. FOR BEVEL WELDS, BEVEL ENDS OF CONNECTION PLATE TO MAINTAIN "a"AT 45°. 3. DO NOT INCREASE "X"WITH OUT ENGINEER'S APPROVAL. NOTES: / BEAM BENT 4. * : USE HORIZONTAL SHORT SLOTTED HOLES IN PLATE AT COLUMN CONNECTIONS ONLY. 1. TOP FLANGE&BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS A UP OR DOWN FLAW IN THE WELD IS IDENTIFIED BY THE SPECIAL INSPECTOR. 2. REMOVE RUN-OFF TAB AFTER WELD IS COMPLETE. STIFF PL WEB 3. USE A572-GR.50 STEEL FOR ALL CONNECTION PLATES IN THIS DETAIL. BEAM TO BEAM MOMENT CONNECTION 1' 11 BENT Wx BEAM DETAIL 1 SKEWED BEAM CONNECTION FRAME GIRDER BEAM COL 1'-0" 2'- 'o, dle6" 2'-6" 2'-6" I dole MAX ERECTION BOLT AND MAX CONT#4 T&B SLOTTED HOLE PER PP HORIZ Lx #4 DOWELS12"OC FABRICATOR FOR LEG TO BM @ FIELD ADJUSTMENT FLANGE 1/4 #4 DOWELS @ 12"OC I 2 1/2" 1 1/2" PROVIDE CAP PL3/8 AT CONT BENT PL1/4 I I TUBE END TYP I Date Description (NO CLIP ANGLE CONT#4 T&B F2 1/2 TYP AT CAP 12/04/2014 DESIGN DEVELOPMENT ATTACHMENT ALLOWED) CONT BENT PL1/4 I 2 1/2" COPE BEAM FLANGE AS 1 1/2 PL 1/4 1/2 BOTS SEE SCHEDULED - - - -- - - - - - - - - - (NO CLIP ANGLE REQUIRED ATTACHMENT - - - - -- ---- ---- 11/2 FOR SHEAR PLATE AND ALLOWED) 1 00 BOLTS SEE SCHEDULE _ FOR SHEAR PLATE AND 2"TYP L6x4x3/8 (LLV) 1I BOLTS SEE SCHEDULE @ 5'-0"OC MAX \\�3/�162-12 3/16 2-12 Cl) FULL HEIGHT STIFFENER PROVIDE AISC STANDARD 10 n EDGE BM PER PLAN 1 O ``' �� z O I I I O } O � AT PERPENDICULAR BMS HORIZ SHORT-SLOTTED I 0 OO �' o HOLES IN CONN PL Cn_ " a CLOSURE I O I OD Y+ EDGE OF KNIFE PL AT \ I A DECK EDGE :5 1 �_p�� PL TOL6x 3/4„O ONE SIDE CONNECTION 0o I � I VERT Lx 3/16 1/2" UJSEE NOTES: LEG TO Wx PROVIDE BOTTOM FLANGE SEE I SCHEDULE 1. DECK IS SHOWN PERPENDICULAR TO BM 3/16 BRACE AT EA Lx OUTRIGGER SEE SCHEDULE BEAM, CONDITION IS SIMILAR WHERE PER-/-WHERE FULL HEIGHT SCHEDULE DECK IS PARALLEL. STIFFENER PLATES DO NOT EDGE BM PER PLAN OCCUR AT EDGE BEAM. NOTE: GIRDER TO HSSx COLUMN DECK EDGE > 1 �-O�� PROVIDE FULL HEIGHT STIFFENER PL B WHERE INDICATED ON PLANS THUS: TYPICAL EXTERIOR DECK EDGE DETAIL 1' 14 FULL HEIGHT STIFFENER PLATE BEAM WTx WELD STANDARD BOLTED CONNECTION SCHEDULE ( Seal/Signature BEAM TO BEAM B SIZE SIZE SIZE(tw) A BEAM NO. &SIZE PLATE WELD Q�OFES..... W8/C8 WT5x9.5 1/4" SIZE OF BOLTS THICKNESS SIZE �� 'gip M E S FF`.� REQUIRED Al C' '' _G0.'� 9'. W 10/C 10 WT5x9.5 1/4" 1/4" 1/4" o'`" X 2 STEEL DECK 7/8" w .o Ex 12 301615 o m W 8/C8 (2) fZ� p y TOTAL WELDING PATTERN MAX UNSHORED SPAN W112/C12 WT5x9.5 1/4" MARK STEEL DECK GAGE THICKNESS CONC REINF COL W10/C10 (2) 7/8"0 1/4" 1/4" '. S �, .• TYPE (t) TYPE END INT. EDGE SEAM/SIDE LAP SINGLE DOUBLE TRIPLE W14 WT5x9.5 1/4" W12/C12 (3) 7/8"0 1/4" 1/4" s�q F OFCT ca _= VERCO3000 PSI #3 @ 12"OC *3/4"0 PUDDLE *3/4"O PUDDLE *3/4"0 PUDDLE W16 WT6x25 3/8" v D1 W 3 20 6 1/4" LTWT CONC EW WELD @ 12"OC WELD @ 12"OC WELD @ 12"OC VSC @ 24" OC 10'-0" 11'-0" 12'-0" I I W14 (3) 7/8"0 1/4" 1/4" W18 WT6x25 3/8" Project Name W16 (4) 7/8"0 5/16" 1/4" KOBE I N C P I I W21 WT6x25 3/8" WTx W18 (5) 7/8"0 5/16" 1/4" 6' II W24 O I I I I O WT6x25 3/8" 1/4" Project Number `o O I I I I I O I I NOTES: W24 (6) 7/8"0 3/8" 5/16" 214319 1. ALL BOLTS TO BE ASTM A325-N AND FULLY W27 (7) 7/8"0 3/8" 5/16" v I CONN PL TO SUPPORT PRETENSIONED AND INSPECTED PER AISC. NOTES: I I BEAMS IN OTHER 2. CONNECTION PLATES TO HAVE AISC W30 (8) 7/8"O� 7/16" 3/8" Description M 1. SEE GENERAL NOTES FOR MORE I I DIRECTION WHERE STANDARD ROUND HOLES UNLESS NOTED D1 co INFORMATION. I I I OCCURS PER G/- TYP OTHERWISE. * STEEL DETAILS 2. VSC=VERCO SIDELAP CONNECTION. I I 1 1/2" (SEE NOTE 2) PLAN tw 3. ALL CONNECTION PLATE MATERIAL TO BE W33 (9) 7/8"0' 7/16" 3/8" = 3. REFER TO DETALS 1 &2/S12.00 FOR REBAR 1 1/2" A36. v Cl) LAP SPLICE SCHEDULE. I 4. WHERE TWO OR MORE BEAMS CONNECT AT W36 (9) 7/8"O 7/16" 3/8" 4. *3/4"VISABLE DIAMETER PUDDLE WELDS I I ' "K1" PER AISC A COLUMN, PROVIDE THE KNIFE PLATE q9 (MINIMUM FUSSION AREA SHALL BE 1/2" CONNECTION AT THE BEAM THAT REQUIRES DO DIAMETER PUDDLE WELDS). MORE BOLTS,AND PROVIDE WTx P CONNECTION AT THE BEAM THAT REQUIRE LESS BOLTS. Scale rn 5. SEE SCHEDULE BELOW FOW SIZE OF WTx 111 = 11-011 AND WELD SIZE. NUMBER OF BOLTS SHALL BEAM TO HSSx COLUMN BE PER THE SCHEDULE. a' D 6. THE MAX BEAM SIZE FRAMING INTO 1/4" THICK HSSx COLUMN IS A W27x. N N O N COS12n20 N � U C'p STEEL DECK SCHEDULE 1' 13 STANDARD BOLTED STEEL CONNECTIONS ©2014 Gensler 7g PA2014- 191 Attachment No . ZA 5 - Project Plans Kobe Inc Client Address CJP TYP G BENT PL1/4� Gensler EA SIDE (AFBs-ARCHITECTURAL EXPOSED 4675 MacArthur Court Tel 949.863.9434 STRUCTURAL STEEL) Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 (E)CONC COL United States 5000psi MIN GROUT INJECTION PROVIDE WITNESS HOLES • Consulting Engineers TO VERIFY FULL INJECTION 18400 Von Karman Ave, Tel 949.25.1022 Suite 600 Fax 949.252.8082 Irvine CA 92612 USA CONCRETE COLUMN STRENGTHENING 1 1/2" = V-0" 4 (E)COL AT SECOND FLOOR 2 1/2"0 CORES AT EA HEADED STUD. FILL W/5000psi MIN (E)CONC COLUMN CAP NON-SHRINK GROUT AFTER DOWELS TO MATCH SIZE BEAM IS IN PLACE AND SPACING OF SLABCt REINF W/8" MIN EMBED (E)CONC SLAB 3" 5/8"0 x 6"LG HEADED STUDS 1 INTO (E)SLAB W/EPDXY e oP @ 2'-0"OC CONT PL3/4 W/(2)5/8"Ox6" LG PER GEN NOTES HEADED STUDS @ 12"OC CONC SLAB AND (E)CONC SLAB 1 REINF PER PLAN DO I I I LAP PER 1/S12.00 I I 01 I I I GLASS GUARD RAIL PER ARCH DWGS \ I r— I I I BEAM PER PLAN \ / 1 o a O co I I (E)CONC COL CAP 1 I I �' I I it li I o%° 0 I I 1 I I I v�a I I O O I 1 CC 31 1 °%e 0 L+1 ---- 1 TYP 0 7 1/4 ICC 31I I 1 I slz.zo L+' BENT BEAM PER PLAN co 1 I I BENT BEAM PER PLAN 1 oo I O WHERE OCCURS O PLATE AND BOLTS PER it I i (E) HSS10x COL 1 1 (E)CONC COL W/ 1/S12.20 I Date Description 1 1 STRENGTHENING 12/04/2014 DESIGN DEVELOPMENT I 1 I I I 1 A I I 1 I 1 I 1 I I I 1 it i I I I (E)CONC COLUMN 1 i 1 COL STRENGTHENING I I I I SeallSignature GLASS GUARD RAIL PER 1 ARCH DWGS (NOT AT SIM COND) )F ESS./0 AT SM COND HEADED STUDS 512LG'OC �� JP FF9��'� AND @MES BO / (NOT AT SIM COND) co I Om � '.o Ex 12/31/15 –' LU•CO o.4 0. rn ——— qTF o....`\FAQ OF 0 31 cc Project Name -- - - -1- - - I. 0-io 0 0 1 KOBE INC , .I M o 0 PL1x9x1'-6" EA SIDE W/(6) 1"O Project Number 1 1/,"' 3 3" 1 1/11 ol THRU BOLTS 214319 N ISI I I� I Description \ I 1 I \ STIFF PL1/4 TYP U_ 4 STEEL DETAILS 3/16 1 TYP v 3/16 > L4x4x3/8 x 4" LG T&B W/(2) 1/2"0 DO THRU BOLTS AT GAGE PER AISC P (TOP CONN NOT AT SIM COND) o I Scale 00 1 1/2 = 1'-0" M NN N O N COS12n2l N � O O S12.21/09 - CONCRETE DECK EXTENSION 1 1/2"= V-0" Wx TO COLUMN CONNECTION 1 1/2" = 1'-0" ©2014 Gensler 79 1499 MONROVIA GENERAL NOTES IMPROVEMENT PROJECT SPLIT SYSTEM OUTDOOR CONDENSING UNITS SYMBOL ABBR. DESCRIPTION 1499 MONROVIA 1. ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENT. THE P.O.C. POINT OF CONNECTION NEWPORT BEACH, CA 92663 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF RATED COOLING CAPACITY UNIT MANUFACTURER (BTU / HR.) AMB. RATED. HTG. CAP. OPER. ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING STRUCTURAL, PLUMBING, ®7Z � REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED TEMP. EER SEER ® 477 O.A. COMPRESSORS CONDENSER FANS WT. REMARKS AIR CONDITIONING AND ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE & MODEL NO. TOTAL (7) (BTU / HR) NO. OF TOTAL KW NO. OF TOTAL KW MCA MOP VOLTAGE (LBS) BROUGHT TO THE OF THE PROJECT MANAGER PRIOR TO THE START OF DUCT RISE / DUCT DROP CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK SHP CARRIER _ _ _ _ _ _ _ — — DUCT WITH SOUND INSULATION 24,800 95 13.5 18.0 25,000 208V/60/1PH REFRIGERANT TYPE USED R-410A. SEE ROOF PLAN FOR LOCATION PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE 101 25HNB924 REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE, ® DUCT SECTION – SUPPLY SHP AND AT NO EXPENSE TO THE OWNER. DUCT SECTION – RETURN 102 2. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO DUCT SECTION – EXHAUST BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHP SHALL NOTIFY PROJECT MANAGER PRIOR TO PROCEEDING WITH THE WORK. D.L./U.C. DOOR LOUVER OR UNDERCUT Gensler 103 T 3. DO NOT SCALE DRAWINGS. ALL DIMENSIONS AND JOB SITE CONDITIONS SHALL BE Ox ROOM THERMOSTAT & ZONE NUMBER SHP VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL, START QX SWITCH NUMBER 4675 MacArthur Court Tel 949.863.9434 104 OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE —CDWS — CD.W.S. CONDENSER WATER SUPPLY Suite 100 Fax 949.553.1676 ENCOUNTERED, THE PROJECT MANAGER SHALL BE NOTIFIED FOR CLARIFICATION. SHP —CDWR— CD.W.R. CONDENSER WATER RETURN Newport Beach, CA 92660 105 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, United States TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. —CHWS— CH.W.S. CHILLED WATER SUPPLY ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND SHP —CHWR— CH.W.R. CHILLED WATER RETURN GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE CITY AND STATE FIRE 106 MARSHALL. —HWS— H.W.S. HEATING HOT WATER SUPPLY SHP 5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR PROTECTION AND REPAIR —HWR— H.W.R. HEATING HOT WATER RETURN 107 OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY HAVE BEEN DAMAGED — RL — R.L. REFRIGERANT LIQUID Qwa SS/p AS A RESULT OF DEMOLITION AND/OR NEW WORK. SHP — RS — R.S. REFRIGERANT SUCTION ,�P" Tq,L �y�� 108 6. ALL EXISTING DUCTS THAT ARE REMOVED AND NOT REUSED SHALL BE CAPPED All, C y — RD — R.D. REFRIGERANT �.�, AIRTIGHT AND SEALED WITH "MIRACLE" DUCT SEALER AND D-617 OR EQUAL. m SHP [3---- D. AUTOMATIC DAMPER No. M29973 EXP 06-30-16 109 7. CONTRACTOR SHALL STRICTLY COORDINATE ALL CEILING DIFFUSERS AND GRILLES r-- V.D. MANUAL VOLUME DAMPER WITH ARCHITECTURAL REFLECTED CEILING PLAN. IF ANY DISCREPANCIES ARE SHP ENCOUNTERED, THE PROJECT MANAGER SHALL BE NOTIFIED FOR CLARIFICATION. —_— F.D. FUSIBLE LINK FIRE DAMPERl�l�r 't AN ' O�� 110 8. VERIFY FINAL LOCATION OF THERMOSTATS WITH ARCHITECT PRIOR TO ANY — S.F.D. COMBINATION SMOKE & FIRE DAMPER 40 SHP INSTALLATION WORK. G.V. GATE VALVE 111 9. CONTRACTOR SHALL PROVIDE RECORD/AS BUILT DOCUMENTS TO ARCHITECT AT GL.V. GLOBE VALVE SHP COMPLETION OF TENANT CONSTRUCTION. CH.V. CHECK VALVE tk sc 112/ 10. MAINTAIN NET FREE AREA EQUAL TO DUCT SIZE WHERE FIRE DAMPERS OCCUR. B.V. BALL VALVE COLLABORATIVE SHP 113 11. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE BF.V. BUTTERFLY VALVE� 15231 Laguna Canyon Road,Suite 100 TEMPERATURE SETPOINTS FOR 557 TO 85°F AND SHALL BE CAPABLE OFB.C. BALANCING COCK Irvine,California 92618 SHP OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE 7 RED. REDUCER 949.751.5800 www.tklsc.com ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 57 BETWEEN FULL 114 HEATING AND FULL COOLING BEING SUPPLIED. TEMPERATURE CONTROL SYSTEM STIR. STRAINER Yam Chapagain-Mechanical SHALL OPERATE IN ACCORDANCE WITH THE BASE BUILDING SEQUENCE OF tklsc Job#:2014-0531 SHP OPERATION. U. UNION 115 P.G. PRESSURE GAUGE 12. PROVIDE MINIMUM DUCT RADIUS ON ELBOWS AT 1-Y2 TIMES DUCT SIZE. SHP TH. THERMOMETER 116 A.V. AIR VENT VALVE SHPT C.V. CONTROL VALVE 117 _P �Vlc� P.R.V. PRESSURE REDUCING VALVE SHP\ 109 P.&T. R.V. PRESSURE & TEMPERATURE RELIEF VALVE PIPE ANCHOR SHP so S.D. SMOKE DETECTOR 118 A.D. ACCESS DOOR A.F.F. ABOVE FINISHED FLOOR O A.P. ACCESS PANEL O C.D. CEILING DIFFUSER C.A. COMBUSTION AIR D.T.R DOWN THRU ROOF E.A. EXHAUST AIR E.A.G. EXHAUST AIR GRILLE SPLIT SYSTEM INDOOR FAN COIL UNITS E.A.R. EXHAUST AIR REGISTER E.P. ELECTRIC – PNEUMATIC H.O.A. HAND – OFF – AUTOMATIC COOLING HEATING ELECTRICAL OPER. FILTER OUTSIDE N.C. NORMALLY CLOSED UNIT MANUFACTURER CFM SP CAPACITY BTU HR CAPACITY BTU HR WT. MERV AIR OUTDOOR ROOM SERVING REMARKS & MODEL NO. NO.EXT. TOTAL SENS. TOTAL WATT VOLTAGE MCA FUSES (LBS) (NO.) & SIZE (MIN.) (CFM) UNIT N.O. NORMALLY OPEN SFC CARRIER 05 180 SHP N.I.C. NOT IN CONTRACT 101 FV4C002 – . – – – – 230V/1PH/60HZ 3.4 15 140 (2) & – – 101 O O M.A. MAKE–UP AIR SFC SHP 0.A. OUTSIDE AIR 102 102 P.E. PNEUMATIC – ELECTRIC SFC SHP RE. A. RELIEF AIR 103 103 RE. A. G. RELIEF AIR GRILLE SFC SHP R.A. RETURN AIR 104 104 R.A.G. RETURN AIR GRILLE SFC SHP R.A.R. RETURN AIR REGISTER 105 105 S.A. SUPPLY AIR SFC SHP S.A.G. SUPPLY AIR GRILLE 106 106 S.A.R. SUPPLY AIR REGISTER SFC SHP NOTES 2 S.I. SOUND INSULATION �0 Date Description 107 107 T. THROAT SFC SHP U.N.O. UNLESS NOTED OTHERWISE 108 108 U.T.R. UP THRU ROOF SFC SHP V.A.V. VARIABLE AIR VOLUME 109 109 V.T.R. VENT THRU ROOF SFC qSHP10 O FURNISHED & INSTALLED SFC SHP BY MECHANICAL 111 \1111/ FURNISHED BY MECHANICAL SFC SHP ME INSTALLED BY ELECTRICAL 112 112 FURNISHED BY ELECTRICAL EM INSTALLED BY MECHANICAL SFC SHP 113 113 O FURNISHED & INSTALLED SHP BY ELECTRICAL SFC 114 114 CEILING DIFFUSER SFC SHP NECK SIZE (IN. 0) 115 115 AIR QUANTITY (C.F.M.) SFC SHP RETURN AIR REGISTER 116 116 NECK SIZE (IN. x IN.) SFC SHP AIR QUANTITY (C.F.M.) 117 117 SUPPLY & EXHAUST REGISTER SFC SHP NECK SIZE (IN. x IN.) heal/Signature 118 118 AIR QUANTITY (C.F.M.) LINEAR SUPPLY NO. OF SLOTS – WIDTH C.F.M. / FT. TOTAL LENGTH IProiect Name FAN SCHEDULES 1499 MONROVIA - TENANT ELECTRICAL OPER. IMPROVEMENTS UNIT MANUFACTURER NO. SERVICE CFM SP RPM TYPE WT. REMARKS NO. & MODEL NO. OF (IN.) MOTOR SIZE (HP) VOLTAGE (LBS.) brolect Number EF GREENHECK -- – – 1 1 _ – INLINE 115V/1PH/60HZ PROVIDE WITH BACKDRAFT DAMPER 07.3117.000 EF GREENHECK _ _ _ _ 2 1 INLINE 115V/1PH/60HZ PROVIDE WITH BACKDRAFT DAMPER Description EF GREENHECK 1 _ INLINE – 115V/1PH/60HZ – PROVIDE WITH BACKDRAFT DAMPER LEGEND, SCHEDULES AND NOTES 3 EF GREENHECK _ – 4 1 INLINE 115V/1PH/60HZ PROVIDE WITH BACKDRAFT DAMPER SF GREENHECK 1 – – -- – – 1 INLINE 115V/1PH/60HZ PROVIDE WITH FILTER BOX, AND BACKDRAFT DAMPER (Scale SF GREENHECK 1 - - -_ - - N.T.S 2 INLINE 115V/1PH/60HZ PROVIDE WITH FILTER BOX, AND BACKDRAFT DAMPER M1 001 EQUIPMENT SCHEDULES q- SHEET INDEX 3 LEGEND & SYMBOLS ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A B C D E F G 000 ESS/p D�� I I I Iy W No. M29973 CC EXP 06-30-16 �fglF or C AI\Etk ��\� I I I sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 f — — 1 949.751.5800 www.tklsc.com Yam Chapagain-Mechanical tklsc Job#: 2014-0531 ELEC RM JAN 108 107 ` \ NFERENCE DIN 103 l000l loo RIVAT / ARAG \ / \ / / \ / \ / OFFICE CAFE / 104 1-9 1-2 LOBBY01 109 STADIUM 1 STAIR — — / ` I DN /RECP ` 102 - - _ - - - - - � - - - - - - -- - 4 HALLWAY FIR RISE \ / \ 119 / 16 E� ELEV MACHINE / \ \ / / I DN 115 T — TIT TIT FT 1-3 I I I I I I I I ® Date Description p �IT LJ WDM `MEN'$ / I I I S-A R ESTROOM R OOM L _ � LITu 0 �� Q 100B 10 A � 000' IDF 12 / \TORAGE �-- -- � \ � 114 i i –7 i �a \ \� / ool — OPEN 3 FICE 'oo� C(t 1-5 1-4 �I I RKROOM / \ ' 1-6 L \ / LH 11 \ IL - - - - - - F-1 il- 17 6 Seal/Signature I I I I 1Prolect Name 1499 MONROVIA - TENANT IMPROVEMENTS 1Prolect Number 07.3117.000 Description FIRST FLOOR ZONING PLAN Scale 1/811 /8" = 1'-011 FIRST FLOOR ZONING PLAN M2m01Z SCALE. 1/8 - 1-0 ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A B C D E F G 00 ESS/p,�� I I I No. M29973 EXP 06-30-16 �l4 FcNA N l�of CAl\Etk �� I I I I I sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 fm6 Irvine, 1 949.751 58001 California 92618 sc..com Yam Chapagain-Mechanical tklsc Job#:2014-0531 ZN2 ELEC RM JAN 108 107 FERENCE DN 1-1 103 RIVATE 6J 60 64 6J ARAG LN - IF) O EF-: ] © ] 3 ((DC"- ] OFFICE . 104 1-9 1-2 OBBY 109Aft - O STADIUM 1 STAIR DN RECP O —AN - - - L4 HALLWAY FIRE RISE \ / 119 116 _ Qqt ELEV MACHINE F-1 n I DN RECP 7 COPY 41 115 �10 C — TI7TIT 1-3 I IIIIIIII � � � 111J L \ \ / IO Date Description 1 `MEN'S I-I *11 REESTROaM *�200M i ULLILD 100B 10 A J IDF EF 112 I JTORAGE ----T---, I 3 I -- ' • OPEN OFFICE 103 ©• ] 1-5 1— �5D 4 ]] DARK ROOM ]] 1C6D 1-6 O O 6 7 ISeal/Signature IProlect Name 1499 MONROVIA - TENANT IMPROVEMENTS IProlect Number 07.3117.000 IDescription MECHANICAL FIRST FLOOR PLAN IScale 1/811 /8" = 1'-011 MECHANICAL FIRST FLOOR PLAN M2 .01 1 SCALE: 1/8"= V-0" ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 A B C D E F G Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I QROf ESS/1p D�� C No. M29973 EXP 06-30-16 �fq�FCHAN lF of CAI\E tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 - - - - - - - - - - - - - - - - - 1Irvine,California 92618 — — — — — — — — — — — — — — — — — — — — — — 949.751.5800 www.tklsC.Com Yam Chapagain-Mechanical l i tklsc Job#: 2014-0531 - - --- -- -- ----- --- - - - - - I / /I fl RDROOM FF E OFFICE _� 218 2-1 OFFICE 1 16 17 I 219 00 / / \ 2—i I I / \ \ / \ / OPEN OFF OPEN FICE 20 06 I 17r O I / I -7- '00 - \ / 0O \ 2— 2-2 \ OPEN OFFICE 204 ---------- -� ------------1--- O O 2-� I I oe S 0 R / I 15 1 ELEV 11%. / / 1 IL CO 221 sT22(Y F= STAIR77 I 1 2_3 I J� Date Description O 00 2-6 I\ --RESTROOM / ROOM Q 2006 1 2 OA � OPEN OFFIC --- --- Ll OPEN OFFICE 202 \ 201 0/ O \ 00 O 00 00 O O O 1 PRIME FFICE 214 PVATE OF 2— 212 OFFICE OFFICE OFFICE 4 08 207 I l Seal/Signature I I I I I I 1Prolect Name 1499 MONROVIA - TENANT IMPROVEMENTS 1Prolect Number 07.3117.000 Description SECOND FLOOR ZONING PLAN Scale 1/811 /8" = 1'-011 SECOND FLOOR ZONING PLAN M2mO2Z SCALE. 1/8 - 1-0 ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 A B C D E F G Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I 00V ESS/p,�� PN T No. M29973 EXP 06-30-16 I I I I I I �l4 FCNA N l�of CAl\E�� tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 - - - - - - - - - - - - - - - - - Irvine,California 92618 - - - - - - - - - - 949.751.5800 www.tklsc.com Yam Chapagain-Mechanical l i tklsc Job#:2014-0531 I ^ El F i I I I =BOROOMFFICE OFFICE 2-1 OFFICE 16 17 219 � I � I I I OPEN OFF OPEN OFFICE 20 ----- 206 3 00 F-1 �— — n I I I 2- i 2-2 I OPEN OFF I 204 I I I I I — ----------------- ' 2—O O ---------- 1----------------- �O u a EF -----------4+ 4------------ 2 O0 ----------- I -------------------- ---- ----------- SOWER /215 \ EnLEV � � COPYJV 221 \ I STORAGE II 220 F- STAIR / / --, i I �� 12-3 I I �0 Date Description 2-6 WSTROOM / RESEROOM / I I a 200B 1 200A ❑ -- --- / /❑ I I 5 202 OPEN OFFIC I OP FFICE 201 P 3 FICO E1 i I O [ • E - � l I I M. FFICE I 214 P VATE OFFIC 212 OFFICE OFFICE OFFICE 4 208 207 � I � I I ' I 6 I l Seal/Signature I I I I I I 1Prolect Name 1499 MONROVIA - TENANT IMPROVEMENTS lProlect Number 07.3117.000 Description MECHANICAL SECOND FLOOR PLAN Scale 1/811 /8" = 1'-011 MECHANICAL SECOND FLOOR PLAN M2 .02 1 SCALE: 1/8"= 1'-0" ©2014 Gensler A B C D E F G A B C D E F G 1499 MONROVIA IMPROVEMENT PROJECT 1 — 1 1499 MONROVIA NEWPORT BEACH, CA 92663 I I I I I I I I I I I I I I I I I I I I I I I I I I Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 I I I I I I I I I I I I I I Beach, CA 92660 United States �3) ROM/ y No. M29973 EXP 06-30-16 FCNA N F or CK0 tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine, California 92618 949.751.5800 www.tklsc.com — � — � — � � _j Yam Chapagain-Mechanical 0 tklsc Job#: 2014-0531 L 60 —L 0 —1 1101 0 1 1 0 1 FTI CAN BE SHIFTED IF NEEDED 1 ,01 1-0 11 10111 '01 1 L- 0 — — — 0 W—P � I I I 5 — I I I I I I I I — I 5 "0 0- 1 CAN BE SHIFTED TO EITHER SIDE IF NEEDED I I I I I I I I I I I I � I I I I I I I I I I I I I i ❑ PTI ❑ N — A I I ❑ PTI ❑ N — B J0 Date Description I I I I I I I I I I I I 3 L _ L _ L AW Seal/Signature L L _ L 01 11 101 11 k*21 11 101 11 L III III 1 '01 1 1 Prosect Name ' 1499 MONROVIA — TENANT _ LLQ _ I 5 IMPROVEMENTS 1Prolect Number 07.3117.000 Description MECHANICAL ROOF PLAN (Scale 6) ❑ PTI ❑ N — C M103 7 MECHANICAL ROOF PLAN 1 SCALE: 1/8 - 1-0 ©2014 Gensler 1499 MONROVIA STAINLESS STEEL BRAIDED VIBRATION ELIMINATOR IMPROVEMENT PROJECT REFRIGERENT HOSE WITH COPPER CONNECTIONS. UL LISTED, UNISOURCE ULTRA FLEX UFU SERIES OR EQUIVALENT. 1499 MONROVIA NEWPORT BEACH, CA 92663 OUTDOOR SECURE WIREACOUSTICAL FLEX. DUCT UNIT TO STRUCTURE 7'-0" MAXIMUM LENGTH LEGEND NOTES E— PITCH ABOVE _ CONTROL WIRING BY 1. WIRE CONTROL TERMINALS FURNISHED ROOF MECH. CONTR. IN A.C. UNITS IN ACCORDANCE WITH 120V. CONTROL WIRING IN MANUFACTURERS DRAWINGS. 45' VOLUME DAMPER MECH. CONTROL PANEL , BY FLASH AND Gensler MECHANICAL CONTRACTOR 2. INSTALL ALL ELECTRICAL & PNEUMATIC COUNTERFLASH PIPE I DEVICES ( RELAYS, TIME CLOCKS, ETC.) PENETRATIONS PER {i— PNEUMATIC CONTROL TUBING IN A U.L. APPROVED ENCLOSURE WITH DETAIL 4/— 4" WIDE SHEET 4675 MacArthur Court Tel 949.863.9434 BY MECH. CONTRACTOR ELECTRICAL DEVICES WIRED TO METAL STRAP Suite 100 Fax 949.553.1676 120V. CONTROL WIRING TO TERMINAL STRIP. SQUARE TO Newport Beach, CA 92660 MECH. CONTROL PANEL , BY 3. USE ENGRAVED NAMEPLATES TO IDENTIFYROUND TRANSITION MECHANICAL CONTRACTOR ALL CONTROL DEVICES. SUCTION PIPING WHERE REQUIRED United States WIRING BY ELECT. CONTR. 4. ALL MOTOR STARTERS WILL BE FACTORY LIQUID PIPING SECURE TO STRUCTURE TERMINALS IN MECH. CONTROL WIRED ONLY TO TERMINALS WITHIN ABOVE OR PROVIDE SPIRAL ROUND DUCT PANEL. INDIVIDUAL STARTERS. ALL INTERCON– FLOOR ATTACHMENT TO CEILING NECTING WIRING BY MECH. CONTRACTOR. SUSPENSION SYSTEM. 1" WIDE POSITIVE LOCKING Qjffi SS/p MO FURNISHED L INSTALLED Y OIL MECHANICAL CONTRACTOR 5. ALL CONTROL WIRING & CONDUIT BY MECH. RECOMMENDED SEE NOTE 6 BELOW. STEEL STRAP. ND BY = = G' CONTRACTOR UNLESS SPECIFICALLY MANUFACTURER D SFC CEILING O FURNISHED & INSTALLED BY INDICATEDOTHERWISE. (TYPICAL) D – ,o ELECTRICAL CONTRACTOR No. M29973 EXP 06-30-16 FURNISHED BY MECH. CONTR. , Iv ME CEILING DIFFUSER, SEE INSTALLED BY ELECT. CONTR. FON�G EM PLANS FOR SIZE q/f, HA OofFURNISHED BY ELECT. CONTR. Cikv INSTALLED BY MECH. CONTR. NOTE: - CONTROL RELAY 120V, WITH 1. FLEXIBLE DUCT CONNECTIONS SHALL BE CASCO SILENT FLEX II OR EQUAL. C& SOCKET & INTEGRAL NEON 2. RETURN AIR REGISTERS AND RELIEF AIR REGISTERS ARE SIMILAR. INDICATING LIGHT tk sc 3. EXHAUST AIR REGISTERS SIMILAR WITH RIGID DUCT IN LIEU OF FLEX. COLLABORATIVE 4. DIFFUSERS AND REGISTERS TO BE INSTALLED PER SMACNA. 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 5. PROVIDE FACE ADJUSTABLE OPPOSED BLADE VOLUME DAMPERS 949.751.5800 www.tklsc.com FLOOR FLOOR AT HARD CEILING INSTALLATION. Yam Chapagain-Mechanical 6. PER ASCE 7-05, SECTION 13.5.6.2.2, ASTM STANDARD C 635-636, AND THE CISCA tk1sc Job#: 2014-0531 CEILING DIFFUSERS AND RETURN AIR GRILLES SHALL BE POSITIVELY ATTACHED NOTES: TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS. 1. SIZE PIPING PER MANUFACTURES RECOMMENDATIONS. IF ATTACHMENT TO CEILING SUSPENSION SYSTEM IS NOT USED, A 12 GA. GALVANIZED STEEL WIRE 2. ISOLATE REFRIGERANT PIPING SO THAT IT IS NOT IN DIRECT CONTACT WITH STRUCTURE. MAY BE POSITIVELY ATTACHED FROM THE DIFFUSER/GRILLE AND TO THE STRUCTURE ABOVE. 3. PROVIDE PIPING VALVES AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER. 110 WIRING & CONTROLS LEGEND 7 REFRIGERANT PIPING DETAIL 4 CEILING DIFFUSER 1 ALUMINUM JACKET WALL 1" MIN. OVERON ON OUTDOOR ALL SIDES R DAMPER ALUMINUM JACKET PIPES 1/4" MIN (TYP) ON OUTDOOR ATTACH WITH SHEET METAL M PIPES SCREWS & SEAL OPERATOR / FUSIBLE ROD ACTUATOR r– AUXILIARY OPERATING i JACK SHAFT FUSIBLE LINK ACCESS �---' FLASHING DOOR WITH LOCK 11/2 D DAMPER FRAME li4 =37D NO RIGID CONTACT NEGATOCAULKING MATERIAL (SDS SPRING R S–JOINT, SLEEVE TO DUCT CONTINUOUS RESILIENT SEALANT f,','_ROOFING MOUNTING ANGLES 6" DUCT MIN. SLEEVE D COMBINATION SMOKE & FIRE DAMPER NOTES: D ROOF 1. MOUNTING ANGLES SHALL BE 1-1/2 IN. x 1-1/2 IN x 16 GAGE MIN FASTENED WITH NO. 10 SCREWS 8 IN. ON CENTER 1" MINIMUM CLEARANCE (PACK WITH FIBERGLASS) 2. ACCESS DOORS SHALL BE PROVIDED IN DUCT AND SHALL BE OF ADEQUATE SIZE AND LOCATION TO SUPPLY AIR PERMIT MAINTENANCE & RESETTING OF DAMPER. MAIN 3. FIRE DAMPER DETAIL FOR REFERENCE ONLY. I0 Date Description 4. FIRE DAMPERS SHALL BE STATE FIRE MARSHALL APPROVED AND INSTALLED IN COMPLIANCE WITH INSULATE SUCTION RECTANGULAR TO ROUND TITLE 24, C.C.R. STANDARD 12-43-2 AND STRICT PER MANUFACTURERS PRINTED INSTRUCTIONS. SUCTION & LIQUID PIPE LOW – LOSS DUCT FITTING. 5. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO INSPECTING AUTHORITIES. REFRIGERANT PIPES. SEE FLOOR PLAN 6. FLANGES AND RETAINING ANGLES SHALL OVERLAP FRAMEWORK OF OPENING BY A MIN. OF 1". FOR SIZES 7. SECURE FIRE DAMPER TO SLEVE WITH I" BOLT, MAX. SPACING 12" O.C. BEGIN FROM EACH CORNER. 8. INTERIOR OF OPENINGS LINED WITH U.L. LISTED MATERIAL OF SAME FIRE RESISTIVE RATING AS WALL. 11 COMBINATION FIRE/SMOKE DAMPER 8 REFRIGERANT PIPING THRU ROOF 5 LOW-LOSS FITTING 2 SUCTION & LIQUID REFRIGERANT LINES VIBRATION TO INDOOR UNIT ISOLATION (TYP.) SHP LEVEL HOUSEKEEPING – PAD. SEE STRUCT. DWGS. heal/Signature VIBRATION ISOLATOR GRADE E.A. DUCT. SEE THREADED ROD OUTDOOR UNIT WALL WALL FLOOR PLANS TO STRUCT. ABOVE FOR SIZE. (TYP.) SEISMIC RESTRAINT. 24" TOP OF MAX T–STAT EF 3/8"0 THREADED ROD REFER VIBRATION IProlect Name TO STRUCTURAL DRAWINGS ISOLATION (TYP.) 1499 MONROVIA - TENANT CABLE TYPE FOR CONNECTION SEISMIC RESTRAINT REQUIREMENTS FLEX. CONN. IMPROVEMENTS CONNECTION (TYP.) FLEXIBLE DUCT (TYP.) LINED R.A. S.A. DUCT PLENUM IProiect Number 48" MAX 46" MAX 34" MAX 07.3117. SFC ® 000 Description L _ _ — _ _ DETAILS � � 0 9– —'lT�t SMOKE DETECTOR O.A. DUCT IN S.A. DUCT R.A. DUCT SECONDARY LINED S.A. PLENUM LIQUID & SUCTION CONDENSATE Scale REFRIGERANT LINES DRAIN PAN SEE PLUMBING PLANS FOR PRIMARY & SECONDARY N.T.S INDOOR UNIT CONDENSATE DRAINS 1121THERMOSTAT MOUNTING HEIGHT 9 INLINE FAN 6 SPLIT FAN COIL UNIT 1 3 M5. 01 ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 SECURITY ALARM SYSTEM SYMBOLS FIRE ALARM SYSTEM SYMBOLS LIGHTING / LIGHTING CONTROL SYMBOLS POWER SYMBOLS SACP SECURITY ALARM CONTROL PANEL - SEE SPECIFICATIONS. SEE FIRE ALARM OR CENTRAL MONITORING SYSTEM DRAWINGS FOR FIRE SITE LIGHTING FIXTURE SYMBOLS DEPICTED WITH CAPITAL LETTER(S) ADJACENT TO RESPECTIVE SYMBOL(S) INDICATE(S) LIGHT FIXTURE ALL RECEPTACLES SHOWN WITH A DIAGONAL SLASH SHALL BE CONTROLLED BY OCCUPANCY SENSOR. SPS SECURITY SYSTEM POWER SUPPLY - SEE SPECIFICATIONS. ALARM SYMBOLS. MOUNTING BASE DETAIL(S). SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE SYMBOL INFORMATION. SEE DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. WHERE DOUBLE DUPLEX RECEPTACLES ARE INDICATED AS CONTROLLED, ONLY ONE NON-IG DUPLEX SHALL BE CONTROLLED. @ SECURITY ALARM PASSIVE INFRARED MOTION SENSOR - SEE SPECIFICATIONS. 1 a LIGHTING FIXTURE CALL OUT, NUMBER(S) AND/OR UPPER CASE LETTER(S) (i.e. "ll") INDICATES FIXTURE TYPE (REFER TO LIGHTING NOTE THAT FOR FLOOR BOXES OR POKE-THRU DEVICES, THE ASSOCIATED CONTROL RELAY MAY NEED O- SEE SPECIFICATIONS. SIGNAL SYSTEM SYMBOLS FIXTURE ) OS ER CASE LETTER (i.e. a ) ADJACENT TO FIXTURE TYPE INDICATES BALLAST OPTION (SEE GENERAL LIGHTING TO BE LOCATED WITHIN THE ELECTRICAL ROOM WHERE THE CONTROLLED CIRCUIT ORIGINATES. ® SECURITY ALARM DUAL TECHNOLOGY MOTION SENSOR FIXTURE SCHEDULENOTES). =0 � DUPLEX RECEPTACLE, WALL MOUNTED. ®D SECURITY ALARM ULTRASONIC MOTION SENSOR - SEE SPECIFICATIONS. WALL MOUNTED CLOCK, FIELD VERIFY MOUNTING HEIGHT PRIOR TO FOp WALL MOUNTED DIMMER. SEE SINGE POLE SWITCH SYMBOL FOR RELATED SUBSCRIPTS. QUANTITY OF ADJACENT LOWER CASE LETTERS © SECURITY ALARM DOOR CONTACT - SEE SPECIFICATIONS. B INSTALLATION. "B" INDICATES BATTERY OPERATED CLOCK. "D" INDICATES QUANTITY OF DIMMERS REQUIRED. PROVIDE DIMMER TYPE TO MATCH INDICATED BALLAST TYPE AND CONTROL REQUIREMENTS 4 DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. Gensler INDICATES DIGITAL CLOCK, NO LETTER INDICATES ANALOG CLOCK. - SEE SPECIFICATIONS. DUPLEX, GFCI RECEPTACLE, WALL MOUNTED. WP INDICATES WEATHERPROOF, A, B OR C INDICATES ® SECURITY ALARM PANIC BUTTON - SEE SPECIFICATIONS. REFER TO SPECIFICATIONS. FOHAt THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. WALL MOUNTED OCCUPANCY SENSOR - SEE SPECIFICATIONS FOR MORE INFORMATION. QUANTITY OF ADJACENT LOWER CASE LETTERS 4675 MacArthur Court Tel 949.863.9434 © SECURITY ALARM KEY PAD - SEE SPECIFICATIONS. CONCEALED CLOCK CONDUIT RUN 1/2" CONDUIT, OR AS NOTED, WITH y,z INDICATES QUANTITY OF RELAYS REQUIRED - SEE CONTROL CONFIGURATIONS BELOW FOR MORE INFORMATION. EXACT CONTROL �p DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED. WP INDICATES WEATHERPROOF, A, B OR C C CONDUCTORS PER SPECIFICATIONS. FUNCTION IS DETERMINED BY THE BALLAST FIXTURE TYPE. ADJACENT UPPER CASE LETTER H" INDICATES CONNECTION TO HVAC �R Suite 100 Fax 949.553.1676 ® SECURITY ALARM GLASS BREAK INDICATOR - SEE SPECIFICATIONS. / (� ) INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. Newport Beach, CA 92660 iy TV OUTLET, WALL MOUNTED. STUB A 3/4"C.O. United States SECURITY ALARM SYSTEM BRANCH CIRCUIT PER SECURITY ALARM RISER DIAGRAM DUPLEX RECEPTACLE, ONE HALF SWITCHED, WALL MOUNTED. SA I'❑ UP 6" ABOVE THE SYSTEM CONTROLS VIA CONTROLLED DRY-CONTACT CLOSURE.AND/OR SPECIFICATIONS. ACCESSIBLE CEILING AND PROVIDE BUSHING. 0>H 1-WAY / 2-WAY DIRECTIONAL CEILING MOUNTED OCCUPANCY SENSOR - SEE SPECIFICATIONS FOR MORE INFORMATION. QUANTITY OF 4 DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED. © TV OUTLET FLUSH CEILING MOUNTED. y,z ADJACENT LOWER CASE LETTERS INDICATES QUANTITY OF RELAYS / DIMMING CIRCUITS REQUIRED - SEE CONTROL CONFIGURATIONS UPLE -N CONCEALED TELEVISION CONDUIT RUN, 3/4" CONDUIT, OR AS NOTED, �O�y,z LETTER (BELOW OH '")M INDICATES CONORE INECTION ATO HVCT OAC RSOYS EMN CONTROLSDE IARCON ROLL DH DRY-CONTTEMINED BY TE ACTTCLLOS REE . ADJACENT UPPER CASE 1,3 1,3 RECCOMEPTACLE,E,INATION WAALLB MOUOULERN ED X: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX ACCESS CONTROL SYSTEM SYMBOLS WITH CONDUCTORS REFER TO SPECIFICATIONS. H H 1-WAY / 2-WAY DIRECTIONAL CEILING MOUNTED INTERCONNECTED OR NETWORKED OCCUPANCY SENSOR - SEE SPECIFICATIONS FOR Fe SIMPLEX RECEPTACLE, WALL MOUNTED. ACCP ACCESS CONTROL PANEL - SEE SPECIFICATIONS. I O MICROPHONE OUTLET, WALL MOUNTED. PROVIDE 3/4" C.O. (WITH PULL yl(z) y,(z) MORE INFORMATION. QUANTITY OF ADJACENT LOWER CASE LETTERS INDICATES QUANTITY OF RELAYS / DIMMING CIRCUITS REQUIRED - �o p�FJssiotiq� ROPE) UP TO 6" ABOVE ACCESSIBLE CEILING SPACE. PROVIDE BUSHING SPECIAL RECEPTACLE, WALL MOUNTED. REFER TO PLAN NOTES. �� pE MqT Fy H H SEE CONTROL CONFIGURATIONS BELOW FOR MORE INFORMATION. EXACT CONTROL FUNCTION IS DETERMINED BY THE BALLAST/FIXTURE p � APS ACCESS CONTROL SYSTEM POWER SUPPLY - SEE SPECIFICATIONS. AT EACH END. My,(z) <0y,(z) TYPE. ADJACENT UPPER CASE LETTER ("H") INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA CONTROLLED DRY-CONTACT DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX w n m LPS ACCESS CONTROL SYSTEM LOCK POWER SUPPLY - SEE SPECIFICATIONS. CLOSURE. SYMBOL. No. E16601 OM MICROPHONE OUTLET, FLUSH CEILING MOUNTED. KS ACCESS CONTROL KEY SWITCH - SEE SPECIFICATIONS. CONTROL CONFIGURATIONS: DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A M CONCEALED MICROPHONE CONDUIT RUN, 3/4" CONDUIT, OR AS NOTED, � FLOOR BOX SYMBOL. F P� ® ACCESS CONTROL LOCAL ALARM SOUNDER - SEE SPECIFICATIONS. WITH CONDUCTORS - REFER TO SPECIFICATIONS. " " " " sr ( G �P y,z y,z INDICATES THAT SWITCH LEG y AND z TO BE CONFIGURED AS AUTOMATIC ON / AUTOMATIC OFF AND BE q FCTR� PR ACCESS CONTROL PROXIMITY READER - SEE SPECIFICATIONS. V SURFACE WALL MOUNTED SPEAKER, "V" INDICATES VOLUME CONTROL. CONTROLLED (SWITCHED OR STEP DIMMED) BY THE ASSOCIATED WALL MOUNTED SENSOR INTEGRAL SWITCHES OR THE DUPLEX RECEPTACLE, ONE HALF SWITCHED, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN Tf OF CAS\F ASSOCIATED CEILING SENSOR REMOTE SWITCHES ON THE WALL. INDICATED IN A FLOOR BOX SYMBOL. CR ACCESS CONTROL CARD READER - SEE SPECIFICATIONS. Os V SURFACE MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL. DUPLEX, ISOLATED GROUND RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN y,(z) "y,(z)" INDICATES THAT SWITCH LEG "y" TO BE CONFIGURED AS "AUTOMATIC ON / AUTOMATIC OFF" AND BE CONTROLLED © ACCESS CONTROL KEY PAD - SEE SPECIFICATIONS. V FLUSH WALL MOUNTED SPEAKER V INDICATES VOLUME CONTROL. (SWITCHED OR STEP DIMMED) BY THE WALL MOUNTED SENSOR INTEGRAL SWITCH OR THE ASSOCIATED CEILING SENSOR REMOTE INDICATED IN A FLOOR BOX SYMBOL. ES ACCESS CONTROL REQUEST TO EXIT SENSOR - SEE SPECIFICATIONS. 0 V CEILING FLUSH MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL. SWITCH ON THE WALL. SWITCH LEG "z" TO BE CONFIGURED AS "MANUAL ON / AUTOMATIC OFF" AND BE CONTROLLED 113 1,3 COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX sc (SWITCHED OR STEP DIMMED) BY THE ASSOCIATED WALL MOUNTED SENSOR INTEGRAL SWITCH OR THE CEILING SENSOR REMOTE RECEPTACLE, MOUNTED FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN FLOOR tk COLLABORATIVE AC ACCESS CONTROL SYSTEM BRANCH CIRCUIT PER ACCESS CONTROL RISER DIAGRAM VOLUME CONTROL, WALL MOUNTED. SWITCH ON THE WALL. BOX. AND/OR SPECIFICATIONS. 15231 Laguna Canyon Road,Suite 100 CONCEALED SPEAKER CONDUIT RUN 3/4 CONDUIT, OR AS NOTED, WITH (y,z) (y,z) „INDICATES THAT BOTH SWITCH LEGS y„ „AND z„ TO BE CONFIGURED INA MANUAL ON / AUTO OFF (VACANCY SIMPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR S CONDUCTORS - REFER TO SPECIFICATIONS. SENSOR) AND BE CONTROLLED (SWITCHED OR STEP DIMMED) BY THE ASSOCIATED WALL MOUNTED SENSOR INTEGRAL SWITCHES $ BOX SYMBOL. Irvine,California 92618 OR THE ASSOCIATED CEILING SENSOR REMOTE SWITCHES ON THE WALL. 949.751.5800 www.tklsc.com ABBREVIATIONS � SPECIAL RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR Pursley-Electrical "y,(y)” INDICATES THAT SWITCH LEG "y” TO BE CONFIGURED IN A "AUTO ON 50% / MANUAL ON 100% / AUTO OFF" AND BE BOX SYMBOL. Greg Greg y,(y)4S/DP 4" SQUARE BY 2-1/8" DEEP BOX LF, L.F. LINEAR FEET ANNOTATIONS CONTROLLED (CONTINUOUSLY DIMMED) BY THE ASSOCIATED CEILING SENSOR REMOTE SWITCH ON THE WALL. DUPLEX RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. Job#:20140531 ADA AMERICAN WITH DISABILITIES ACT LTG, LTS LIGHTING A.F.F. ABOVE FINISH FLOOR LIPS LOW PRESSURE SODIUM 0 PANEL CALLOUT, "A" INDICATES PANELBOARD OR EQUIPMENT Foy z LOW VOLTAGE MOMENTARY SWITCHES, WALL MOUNTED, FOR MANUAL "ON/OFF SWITCHING" AND "DIMMING" (STEPPED / CONTINUOUS) DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. A.F.G. ABOVE FINISH GRADE MAX. MAXIMUM DESIGNATION. CONTROL OF LIGHTING WHICH IS CONTROLLED BY CEILING MOUNTED OCCUPANCY SENSORS. ADJACENT LOWER CASE LETTERS AWG AMERICAN WIRE GAUGE MDF MAIN DISTRIBUTION FRAME VoKINDICATES QUANTITY OF SWITCHLEGS TO BE CONTROLLED. EXACT CONTROL FUNCTION IS DETERMINED BY THE BALLAST/FIXTURE TYPE. 49 DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. WP INDICATES AMP, A AMPERE MOCP MAXIMUM OVERCURRENT AC MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE AND "2" y,Kz UPPER CASE PREFIX "K" INDICATES LOCKING SWITCH FOR THE SUBSEQUENT LOWER CASE LETTER. WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT A.I.C. AMPERES INTERRUPTING CAPACITY PROTECTION INDICATES UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT SPECIFICATIONS. (SYMMETRICAL) MCB MAIN CIRCUIT BREAKER LOCATION AND ELECTRICAL REQUIREMENTS. �>z+0) PRESENTAUTOMAT. NUMBER GN/PARENTHESSNNDCATESHTHE AVERAGETING LWORKPLANELER USED �'TARGET ILSWITCH OLUMINATION" SYMBOL VALUEFF LIGHTS WHEN . ADJACENT LOWERNATURAL LIGHT IS 4 DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. AF/AT AMP FRAME, AMP TRIP MLO MAIN LUGS ONLY 3 DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET CASE LETTERS "z+" INDICATES SWITCH LEG(S) CONTROLLED. ADJACENT "+" INDICATES PORTION OF SWITCHLEG CONTROLLED BY = DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. AHJ AUTHORITY HAVING JURISDICTION M.C. MECHANICAL CONTRACTOR E-1 NUMBER. SENSOR. AS/AF AMP SWITCH, AMP FUSE M METER =91 DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. ATS AUTOMATIC TRANSFER SWITCH M/M METER MAINO>(50) AUTOMATIC CONTINUOUS DIMMING DAYLIGHTING CONTROLLER USED TO DIM LIGHTS WHEN SUFFICIENT NATURAL LIGHT IS PRESENT. 1,3 �1,3 COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX AVG AVERAGE MV MERCURY VAPOR 2 PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED. z+ NUMBER IN PARENTHESIS INDICATES THE AVERAGE WORKPLANE "TARGET ILLUMINATION" SYMBOL VALUE. ADJACENT LOWER CASE ® BDF BUILDING DISTRIBUTION FRAME MH METAL HALIDE LETTERS "z+" INDICATES SWITCH LEG(S) CONTROLLED. ADJACENT "+" INDICATES PORTION OF SWITCHLEG CONTROLLED BY SENSOR. RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. BR BRANCH MIN. MINIMUM Q REVISION REFERENCE. � SIMPLEX RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. BLDG BUILDING MCA MINIMUM CIRCUIT AMPS OCCUPANCY SENSOR CONTROLLED RECEPTACLE BRANCH CIRCUIT RELAY. SEE THE DISTRIBUTED LIGHTING CONTROL SPECIFICATION CBC CALIFORNIA BUILDING CODE MCC MOTOR CONTROL CENTER ®) FOR MORE INFORMATION. SPECIAL RECEPTACLE, WALL MOUNTED AT 6" ABOVE COUNTER OR SPLASH. REFER TO PLAN NOTES. CEC CALIFORNIA ELECTRICAL CODE MCM THOUSAND CIRCULAR MILS Y/I WYE CONFIGURATION DELTA CONFIGURATION 1 GROUND CIRC., CKT. CIRCUIT MCP MOTOR CIRCUIT PROTECTOR = _ _ _ _ _ _ LOW—VOLTAGE WIRING BETWEEN OCCUPANCY SENSORS, VACANCY SENSORS, DAY—LIGHTING CONTROLS, LOW—VOLTAGE SWITCHES, AND (O JUNCTION BOX, WALL MOUNTED AT +18" A.F.F. OR AS NOTED. 4S/DP MINIMUM OR AS REQUIRED BY CB CIRCUIT BREAKER MFR. MANUFACTURER SWITCHPACKS. CONDUCTOR TYPE AND QUANTITY PER MANUFACTURER'S RECOMMENDATIONS AND WIRING DIAGRAMS. N.E.C.. CSCFD CONDUITMW MICROWAVE COMBINATION SMOKE FIRE DAMPER MOUNTEDJUNCTIONJUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAN. 4S/DP CCTV SYSTEM SYMBOLS �� INDICATES FINAL CONNECTION TO A LIGHTING FIXTURE, NUMBER OF CONDUCTORS AS REQUIRED. MINIMUM OR AS REQUIRED BY N.E.C.. C.O. CONDUIT ONLY, COMPLETE WITH NATS NON AUTOMATIC DISCONNECT CONN CPULLSTRING NEC NATIONAL ELECTRICAL ONNECTED NEMA NATIONAL ELECTRICAL CODE CCTV CLOSED CIRCUIT TELEVISION CONTROL PANEL - SEE SPECIFICATIONS. JUNCTION BOX , WA L MOUNTED AT 6" ABOVE COUNTER OR SPLASH. 4S/DP MINIMUM OR AS CLCCONTROLRRENT L OWERLINTRANS ORMER NC MANUFACTURERNORMALLYS' SSOCIATION ®, CCTVCLOSEFDIXED POSITION CIRCUITTELEVCAMERAOWESEE SPECIFICATIONS R SUPPLY SEE SPECIFICATIONS. MISCELLANEOUS SYSTEM SYM B 0 LS J 0 JUNCTION BOX MOUNTED IN ACCESSIBLE CEILING SPACE PER PLAN FOR FLEXIBLE CONNECTION TO BREAKER NO NORMALLY OPENED ICP INVERTER CONTROL PANEL - SEE INVERTER SPECIFICATIONS. PREWIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO CLF CURRENT LIMITING FUSE NF NON-FUSED CH33) CCTV PAN/TILT CAMERA - SEE SPECIFICATIONS. ROUGH-IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. WHEN SHOWN IAP INVERTER ANNUNCIATOR PANEL - SEE INVERTER SPECIFICATIONS. WITH A DIAGONAL SLASH THE LAST 2 GENERAL RECEPTACLE CIRCUITS ON THE HOME-RUN CALLOUT CURRENT TRANSFORMER NIC NOT IN CONTRACT ® CCTV VIDEO AMPLIFIER - SEE SPECIFICATIONS. SHALL BE CONTROLLED BY THE OCCUPANCY SENSOR. THIS PRESUMES THAT EACH CUBICLE WILL (DD) EXISTING DEVICE TO BE N.T.S. NOT TO SCALE GAP GENERATOR ANNUNCIATOR PANEL - SEE GENERATOR SYSTEM SPECIFICATIONS FOR MORE INFORMATION. RECEIVE (2) RECEPTACLES - (1) COMPUTER & (1) GENERAL USE. VERIFY RECEPTACLE DEMOLISHED. NL NIGHT LIGHT ® CCTV VIDEO MONITOR - SEE SPECIFICATIONS. IDCS INTEGRATED DIMMING CONTROL STATION (IDCS) PANEL - WALL MOUNTED. SEE IDCS SYSTEM SPECIFICATIONS FOR MORE INFORMATION. QTY/CONFIGURATION WITH SYSTEMS FURNITURE VENDOR PRIOR TO ORDERING MATERIAL. SEE DIA DIAMETER N0. or # NUMBER CCTV SYSTEM BRANCH CIRCUIT PER CCTV SYSTEM RISER DIAGRAM DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. DISC DISCONNECT OFCI OWNER FURNISHED, — CC — AND OR SPECIFICATIONS. DPCS DIMMING PANEL CONTROL STATION (DPCS) PANEL - WALL MOUNTED. SEE DPCS SYSTEM SPECIFICATIONS FOR MORE INFORMATION. DIST DISTRIBUTION CONTRACTOR INSTALLED / JUNCTION BOX, WALL MOUNTED AT +18" A.F.F. FOR FLEXIBLE CONNECTION TO PREWIRED FURNITURE E.C. ELECTRICAL CONTRACTOR %Z PERCENT IMPEDANCE LIGHTING CONTROL SYSTEM LOCAL SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE I-OOrW INFORMATION. SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. WHEN EMS ENERGY MANAGEMENT CONTROL PH. or m PHASE TE LE P H 0 N E/DATA SYMBOLS 0 LS LIGHTING CONTROL SYSTEM OVERRIDE SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE CALLOUTSHALLVSHALL BITH A IEGCCONTROONAL LLED BY THESH, THE THISAL PRESUMES TE CIRCUITS OHAT EACHN THE SYSTEM PC PHOTOCELL CUBICLE EMT ELECTRICAL METALLIC TUBING P.C. PLUMBING CONTRACTOR INFORMATION. WILL RECEIVE (2) RECEPTACLES - (1) COMPUTER & (1) GENERAL USE. VERIFY RECEPTACLE ENT ELECTRICAL NON-METALLIC TUBING P POLE TELEPHONE OUTLET BOX WALL MOUNTED. STUB A 1" C.O. UP 6" QTY/CONFIGURATION WITH SYSTEMS FURNITURE VENDOR PRIOR TO ORDERING MATERIAL. SEE EWC ELECTRIC WATER COOLER PVC POLY VINYL CHLORIDE N ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP LIGHTING CONTROL SYSTEM MASTER SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. E.P.O. EMERGENCY POWER OFF PDU POWER DISTRIBUTION UNIT INFORMATION. E-O-L END-OF-LINE CIRCUIT TERMINATOR PRIMARY OVER 600 VOLTS MINIMUM WITH SINGLE GANG RING. "W" = WALL MOUNTED PHONE IDCS DPCS SYSTEM REMOTE STATION SWITCH - WALL MOUNTED. SEE IDCS SYSTEM AND/OR DPCS SYSTEM SPECIFICATIONS FOR MORE SURFACE MOUNTED MULTI-OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. PROVIDE EF EXHAUST FAN PROVIDE FURNISH, INSTALL AND "P" = PUBLIC (PAY) PHONE. VERIFY ALL REQUIREMENTS WITH THE HE / ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. E/G EQUIPMENT GROUND (GREEN) CONNECT TELEPHONE UTILITY COMPANY. PROVIDE 1"C.O. (MIN) TO THE INFORMATION. (E) EXISTING DEVICE TO REMAIN PT POTENTIAL TRANSFORMER MAIN TELEPHONE BACKBOARD. MOUNTING HEIGHT AS REQUIRED. IDCS/DPCS SYSTEM PARTITION STATION SWITCH - WALL MOUNTED. SEE IDCS SYSTEM AND/OR DPCS SYSTEM SPECIFICATIONS FOR F0 THERMOSTAT OUTLET BOX, PROVIDE 1/2"C.O. TO RESPECTIVE MECHANICAL UNIT. EP EXPLOSION PROOF PA PUBLIC ADDRESS HE MORE INFORMATION. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR (ER) EXISTING DEVICE TO BE (R) DENOTES RELOCATED DEVICE DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C.O. UP 6" ABOVE SPECIFIC LOAD REQUIREMENTS OR AS NOTED. RELOCATED LOCATION. b THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM FT or FIRE ALARM REC,REF REFRIGERATOR REFR RECEPTACLE WITH SINGLE GANG RING. BRANCH CIRCUIT SYMBOLS STUB A 1 C.O. UP 6 ABOVE THE ACCESSIBLE CEILING AND PROVIDE FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. 10 Date Description COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. FLA FULL LOAD AMPS RGS RIGID GALVANIZED STEEL SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. � GRD GROUND RMS ROOT MEAN SQUARE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. A-1,3,5 HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. HASH MARKS INDICATE NUMBER OF CONDUCTORS IN GFCI GROUND FAULT CIRCUIT SCC SHORT CIRCUIT CURRENT liltCONDUIT RUN, #12 AWG MINIMUM UNLESS OTHERWISE NOTED. ® DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. INTERRUPTER SCS STRUCTURED CABLING SYSTEM TELEPHONE OUTLET BOX, FLUSH MOUNTED IN CEILING - MOUNT FLUSH A-1&3&5 HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS WITH SEPARATE NEUTRALS. "&" INDICATES SEPARATE GFP GROUND FAULT PROTECTION SFD SMOKE FIRE DAMPER IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. NEUTRALS. GEC GROUNDING ELECTRODE SECONDARY 600 VOLTS AND LESS If] TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. CONDUCTOR SMACNA SHEET METAL & AIR COND. d DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN A-1+3+5 HOME RUN TO PANEL. LETTER DESIGNATES PANEL NUMBERS INDICATE CIRCUITS. "+" INDICATES SEPARATE #10 NEUTRAL HACR HEATING AIR CONDITIONING CONTRACTORS' NAT'L ASSOC. FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. THROUGHOUT BRANCH CIRCUIT. HASH MARK "d " VINDICATES AN ISOLATED GROUND CONDUCTOR. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH WITH REFRIGERATION SQ. SQUARE FUSES PER EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL / HOA HAND-OFF-AUTO TC TIMECLOCK a COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND HVAC HEATING, VENTILATING AND AIR TEL/DATA TELEPHONE AND DATA CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX STARTER SIZES. CONDITIONING TV TELEVISION SYMBOL. __ _ _ __ _ CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MINIMUM WITH (2) 12 AWG CONDUCTORS MINIMUM AND A H.,W.,D.,L. HEIGHT, WIDTH, DEPTH, LENGTH T.V.S.S. TRANSIENT VOLTAGE SURGE TELEPHONE OUTLET BOX, WALL MOUNTED 6" ABOVE COUNTER OR CODE SIZED EQUIPMENT GROUND. ❑y NON-FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL HID HIGH INTENSITY DISCHARGE SUPPRESSION �- SPLASH. STUB A 1" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND SURFACE-MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. HP HORSEPOWER TYP TYPICAL PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. - MINIMUM. UTILITY COMPANY METER. PROVIDE "CT's" AND "PT's" AS REQUIRED, REFER TO SINGLE LINE DIAGRAM. HIPS HIGH PRESSURE SODIUM U.G.P.S. UNDERGROUND PULL SECTION DATA OUTLET BOX, WALL MOUNTED 6" ABOVE COUNTER OR SPLASH. IN. or INCHES U.O.N. UNLESS OTHERWISE NOTED TANDEM WIRING CONNECTION. CIRCUIT BREAKER: "A" REPRESENTS CIRCUIT BREAKER AMPERE RATING, "B" REPRESENTS NUMBER OF • I/G ISOLATED GROUND U.P.S. UNINTERRUPTABLE POWER STUB A 1"C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE A A POLES AND "C" REPRESENTS MISCELLANEOUS BREAKER FEATURES. IBC INTERNATIONAL BUILDING CODE SYSTEM BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. •� BSHUNT= PROVIDE SHUNT TRIP MECHANISM IDF INTERMEDIATE DISTRIBUTION FRAME VAV VARIABLE AIR VOLUME COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6" CONDUIT STUB OUT, CAP, MARK AND RECORD ON AS-BUILT DRAWINGS C HACR= PROVIDE HACR-RATED BREAKER JBOX JUNCTION BOX V VOLTS MQ- ABOVE COUNTER OR SPLASH. STUB A 1" C.O. UP 6" ABOVE THE i CONDUIT CONTINUATION. GFP= GROUND FAULT PROTECTION EL K DEGREE KELVIN VA VOLT AMPERES ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH CLCB= CURRENT LIMITING CIRCUIT BREAKER 0 KCMIL THOUSAND CIRCULAR MILS VD VOLTAGE DROP SINGLE GANG RING. FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH SS= PROVIDE SOLID STATE CIRCUIT BREAKER LO KVA KILOVOLT AMPERES WP WEATHERPROOF MANUFACTURER PRIOR TO ROUGH-IN. L0= PROVIDE PERMANENT LOCK-OPEN (OFF) HARDWARE o KW KILOWATT W WIRE COMBINATION TELEPHONE AND DATA OUTLET BOX MOUNTED IN CONDUIT BRANCH CIRCUIT FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW LC= PROVIDE PERMANENT LOCK-CLOSED (ON) HARDWARE 03 KWH KILOWATT HOUR XFMR TRANSFORMER ® ACCESSIBLE CEILING SPACE OR IN FLOOR BOX PER PLAN FOR FLEXIBLE / / d LCL LONG CONTINUOUS LOAD CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE A FUSIBLE SWITCH: "A" REPRESENTS SWITCH / FRAME AMPERE RATING, "B" REPRESENTS THE FUSE WITH MANUFACTURER PRIOR TO ROUGH-IN - MOUNT FLUSH IN FLOOR B AMPERE RATING, "C" INDICATES NUMBER OF POLES AND "D" REPRESENTS MISCELLANEOUS FUSE / 00 WHEN INDICATED IN A FLOOR BOX SYMBOL. C SWITCH FEATURES. COMBINATION TELEPHONE AND DATA OUTLET, WALL MOUNTED AT +18" FLOOR B 0 X / SPECIALTY WALL B 0 X PEDESTAL B 0 X SYMBOLS D SHUNT= PROVIDE SHUNT TRIP MECHANISM NFQ A.F.F. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. PROVIDE GFP= GROUND FAULT PROTECTION PROJECT SPECIFIC SYMBOLS THE FOLLOWING: i-i SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE CLF= CURRENT LIMITING FUSE SINGLE -IN A NON-RATED INSULATED WALL, OR NON-RATED UNINSULATED L_J INFORMATION. GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. WALL, PROVIDE A 2-GANG MUD RING OR CADDY #RBS SERIES BOX TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. � MOUNTING BRACKET (EQUAL BY B-LINE OR RAYCO) WITH (2) $a,b SINGLE POLE SWITCHES, WALL MOUNTED. SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING: REQUIRED SPECIFICATION D EVIATI 0 N S 1-1/2"C.O. WITH PULL STRING TO ACCESSIBLE CEILING. PROVIDE L-�_J 0-' 1-1/2" BUSHINGS AT CONDUIT ENDS. REFER TO ARCHITECTURAL r--r--r--i 2 - DOUBLE POLE LV - LOW VOLTAGE RL - ROTARY LOCK KEY TYPE 3: THE FOLLOWING ITEMS) ARE REQUIRED DEVIATIONS FROM THE DRAWINGS AND PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS. �_�_�_ I THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. 3 - THREE WAY P - PILOT LIGHT PB - PUSHBUTTON v SPECIFICATIONS AND SHOULD BE INCLUDED AS PART OF THE BASE BID. THESE 4 - FOUR WAY R - REMOTE CONTROL S - PROJECTION SCREEN J DEVIATIONS ARE AT THE DIRECTION OF THE OWNER: -IN A RATED WALL PROVIDE (1) 4S/DP BOX WITH (2) 1-1/4 C.O. i i i K - KEY OPERATED M - MOTOR STARTING AND (1) 4S/DP BOX WITH (1) 1-1/4"C.O. WITH PULL STRINGS IN i-+-l FOUR SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. � NONE EACH CONDUIT TO ACCESSIBLE CEILING. PROVIDE 1-1/4" BUSHINGS L_1_J a, b, c, ETC. - DESIGNATES QUANTITY OF SWITCHES AT EACH LOCATION. AT CONDUIT ENDS. UTILIZE CADDY #RBS SERIES BOX MOUNTING i i i i NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH BRACKET TO MAINTAIN BOX ALIGNMENT (EQUAL BY B-LINE OR i-+-+- SIX SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. "EMERGENCY". ALLOWED SPECIFICATION DEVIATIONS RAYCO). UTILIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQUAL) AS REQUIRED 0 I_J I EMERGENCY POWER OFF STATION, WALL MOUNTED PER EPO SYSTEM DETAIL. IProiect Name THE FOLLOWING ITEMS) ARE ALLOWED DEVIATIONS FROM THE DRAWINGS AND TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO F-i-i-a 7-GANG AV FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. PB , OR © PULLBOX, SIZED PER N.E.C. OR AS NOTED. CD SPECIFICATIONS. THESE DEVIATIONS ARE AT THE DIRECTION OF THE OWNER: CONDITIONS. RECESSED PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING L_ Av � 1499 MONROVIA - TENANT 1. USE OF SET SCREW CONDUIT FITTINGS IN LIEU OF COMPRESSION CONDUIT V RECESSED FLAT PANEL TV/DISPLAY WALL BOX WITH FLUSH GROMMETED COVER PANEL (FSR #PWB-100-???) AND MINIMUM OF (1) o FITTINGS (DRY INTERIOR LOCATIONS ONLY). _T1— CONCEALEDSEE TABLE FORECONDUITDATA SIZECONDUIT VARIATIONSN, 1" CONDUIT ONLY (MIN). REQUIREMENTS FROM PROVIDETOP-MOUNTED ADDITIONAL L.V..CONDUIT AND LINEENTRY VOLTAGEOCONDUTACCESSIBLE ENTRYCEILING. BO ES AS REQUIRED FOR TO ACCOMPLISH WALLBOXCONDUITIMPROVEMENTS DEPICTED ER ARCHITEC . 2. USE OF MC CABLE IS ALLOWED. MC CABLE(S) SHALL BE PROVIDED AND INSTALLED T2 = 1-1/4" C.O. T3 = 1-1/2" C.O. T4 = 2" C.O. WHENIGFIELD OCONDTIONS ROHIBITN S.INSTALLATION OFFLUSH �THSDDEVICER(SUCHLASEWALL STUD/CAVITY DEPTH OFWHITE, LACK OR CUSTOMOLEOSS THAN 3" ETC)TWALL MOUNTED DEVICE MOUNTING HEIGHT NOTE brojectNumber o/ PER ELECTRICAL SPECIFICATIONS REGARDING MC CABLE. v FLUSH MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS CONFIRM VIA WRITTEN RFI THE INSTALLATION OF A TRADITIONAL POWER AND DATA RECEPTACLE INSTALLATION ALONG SIDE CCTV/AV j AS REQUIRED. OTHERIOCO NDUITOX CREQUIRIE NG ENS DEPICTED ON PLANS.IO R EFOER 1TOHARCHITECT RAL PLA SESANDL ELEVATIONS NFORDIMO NTINGTION TO ANY HEIGHT. REQUIRE ALL MENTOSUNTEOF DTHEQUIPMENDEVICETALIGGNMEINT NG ANDGMOUNTINGSHALL BE HEIGHT IFIED SURFACE SPECIFICATIONS.IOR TO ROUGH-IN PER 07.3117.099 DEDUCTIVE/ADDITIVE ALTERNATE PRICING v ASRREQUIRDUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS SINGLE OR DUAL SERVICE RECESSED EXTERIOR WALL BOX - TYPE "WP-A". PROVIDE DEVICES PER PLAN. EACH LV OR UNUSED Description 0 IN ADDITION TO ANY DEDUCTIVE OR ADDITIVE LINE ITEM PRICING CALLED FOR ON THETELEPHONE TERMINAL BACKBOARD SIZED AS NOTEDREFER TO SYSTEM COMPARTMENT SHALL BE EQUIPPED WITH A 1"CO TO THE NEAREST ACCESSIBLE CEILING SPACE U.O.N. SEE EXTERIOR DETAILS , DRAWING OR IN THE SPECIFICATIONS, CONTRACTOR SHALL PROVIDE SEPARATE LINE ITEM = GROUND DETAIL. AND SPECIFICATIONS FOR MORE INFORMATION. SYMBOLS LIST DEDUCTIVE/ADDITIVE ALTERNATE PRICING FOR EACH OF THE FOLLOWING ITEM(S): � SINGLE OR DUAL SERVICE EXTERIOR PEDESTAL - TYPE "WP-C". PROVIDE DEVICES PER PLAN. SEE EXTERIOR DETAILS AND SPECIAL CITY OF NEWPORT BEACH REQUIREMENTS U NONE SPECIFICATIONS FOR MORE INFORMATION. ARROW DENOTES DEVICE DOOR LOCATION. 1 . COMPLY WITH THE CITY OF NEWPORT BEACH AMENDMENTS TO 2013 C.E.C. F 2. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. IScale 0 3. USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUIT. U 4. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. NTS 5. ALL WORK TO COMPLY WITH 2013 CALIFORNIA ELECTRICAL CODE AND TITLE 24 - 2013 CALIFORNIA ENERGY EFFICIENCY STANDARDS. 6. ALL EQUIPMENT TO BE U.L. LISTED OR EQUIVALENT. E0m01 0 0 0 N � 2014 Gensler 0 N EL 1499 MONROVIA PLAN NOTES-. IMPROVEMENT PROJECT 1499 MONROVIA ®1 ??????????????????????? NEWPORT BEACH, CA 92663 SITE UTILITY PLAN NOTES: LEGEND OF CONDUIT SYMBOLS / / I 1. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED / UPON PRELIMINARY INFORMATION ONLY BY THE UTILITY COMPANIES AND NO. OF CONDUIT SIZE OF CONDUIT ARE FOR BID PURPOSES ONLY. REQUIRED PWR PWR = UTILITY COMPANY POWER CONDUIT SYMBOL. / 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND GEN = GENERATOR CONDUIT SYMBOL. / EXACT WORK/MATERIAL REQUIREMENTS AND CONSTRUCT TO UTILITY / I ATS = ATS CONDUIT SYMBOL. COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL WIRES, CABLES, Gensler PULLBOXES, CONCRETE ENCASEMENT OF CONDUITS, TRANSFORMER PAD, RE R CONDUIT / BARRIERS, POLE RISERS, TRENCHING AND BACKFILL, AND PAY ALL REQUIRED CATV SIZE OF CONDUIT UTILITY COMPANY CABLE TV CONDUIT / UTILITY CO. FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. SYMBOL. 4675 MacArthur Court Tel 949.863.9434 3. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR NO. OF CONDUIT SIZE OF CONDUIT Suite 100 Fax 949.553.1676 SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON REQUIRED TEL UTILITY COMPANY TELEPHONE CONDUIT / Newport Beach, CA 92660 THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND SYMBOL. / United States TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OF CONDUIT SIZE BU CONDUIT RE AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT REQUIRED g B = BUILDING INTERCONNECTION / RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR / STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY / PROFESS/pN THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. / ��P�� J. MgT�Fi THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. � No. E16601 � 4. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR / NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 5. UTILITY CONTACTS: s�q F`OFcR QF / I POWER: / tk- sc - / I COLLABORATIVE / 15231 Laguna Canyon Road,Suite 100 TELEPHONE: / Irvine,California 92618 949.751.5800 www.tklsc.com _ / I Greg Pursley-Electrical / tk1sc Job#:2014-0531 ■ CATV / ■ ■ / 45 - / PWR D N Em / 00 �� ■ 1 I I I j � DNI I � I 1 - I I 771 • • / l MTN I I 1 2 / CATV 71 ITf I 1 2 ILLI / I / ■ ■ ■ � � I � � I ho Fml Fol Fol El E] 0 Date Description MONROVIA AVENUE w w N SITE UTILITY PLAN CONSTRUCTION NOTES-. SITE PLAN GENERAL NOTES= N Ln THESE NOTES ESTABLISH MINIMUM QUALITY LEVELS AND COORDINATION 11 . VAULTS/MH's/PB's ARE TO BE EQUIPPED WITH RACKING, GROUNDING 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND 0 REQUIREMENTS. RESPECTIVE UTILITY COMPANY PLANS AND REQUIREMENTS LUGS, AND BOLT-DOWN LIDS UNLESS OTHERWISE NOTED. TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR COMPANY CONDUIT AND UNDERGROUND STRUCTURE SYSTEMS. 12. VAULTS AND MH's TO BE EQUIPPED WITH ROUND COVERS, EXTENSION DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER RINGS AS REQUIRED, LADDERS AND (3) SEGMENTS OF 6 FOOT HIGH OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THELO 1. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR CABLE RACKING PER EACH LONG WALL. ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND r APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND HOTLINES PRIOR TO CONSTRUCTION START. 13. LABEL ALL NON-UTILITY COMMUNICATION VAULT/MH/PB COVERS WITH INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL "COMMUNICATIONS" UNLESS OTHERWISE NOTED ON PLANS. IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED Seal/Signature 2. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT 14. COORDINATE FINAL VAULT/MH/PB OPENING HEIGHT WITH G.C. PRIOR TO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE ROUGH-IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO PLANTING/HARDSCAPE AREAS. VAULT/MH/PB OPENING. 2. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT 3. VAULTS, MAINTENANCE HOLES (MH's), FORMERLY KNOWN AS MANHOLES, 15. CONTRACTOR TO PROVIDE A MINIMUM OF 8" DEEP COMPACTED 1/2" HOTLINES PRIOR TO CONSTRUCTION START. z AND CONDUITS SHALL MAINTAIN A MINIMUM COVER OF 24" BELOW FINAL DIAMETER GRAVEL, UNDER ALL VAULTS, MH's OR PB's TO ENSURE 0 SURFACE AT ALL CONDITIONS. INCLUDE ALL COSTS IN BASE BID TO UNIFORM DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR AND BE 3. MINIMUM CONDUIT SIZE SHALL BE 3/4" - U.O.N. a_ MEET UTILITY COMPANY REQUIREMENTS WHICH MAY REQUIRE GREATER ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB. w MINIMUM CONDUIT DEPTHS. 4. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.O.N. 16. ALL VAULTS/MH's/PB's WITHOUT GROUNDING LUGS SHALL HAVE AN 8' x 4. VAULTS, MH's AND PULLBOXES (PB's) SHALL BE EQUIPPED WITH 3/4" COPPER GROUND ROD DRIVEN THRU THE FLOOR TO ALLOW 5. ALL SITE BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND KNOCKOUT PANELS OR PRE-CAST INDIVIDUAL CONDUIT OPENINGS. GROUNDING OF ITEMS WITHIN. CONDUCTOR THAT, AT MINIMUM, MATCHES THE SIZE OF THE ASSOCIATED CONDUITS SHALL ONLY ENTER AND EXIT ON END/SHORT WALLS. BRANCH CIRCUIT CONDUCTOR. WHERE MULTIPLE BRANCH CIRCUITS ARE IProiect Name o CONDUITS MAY NOT ENTER AND EXIT ON SIDE/LONG WALLS, CEILINGS 17. ALL VAULTS/MH's/PB's SHALL BE PROVIDED WITH TRAFFIC RATED ROUTED/GROUPED TOGETHER, THE EQUIPMENT GROUNDING CONDUCTOR OR FLOORS UNLESS OTHERWISE NOTED. TCOVERS RAFFIC. WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLESHALL MATCH THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR NTHE 1499 MONROVIA - TENANT 5. CUT DUCTS FLUSH WITH INTERIOR VAULT/MH/PB WALL. 18. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF 6. ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE IMPROVEMENTS 6. GROUT AROUND DUCT ENTRANCES ON VAULT/MH/PB WALLS. A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER WEATHERPROOF (NEMA #3R). iN CONSTRUCTION WORK, THE MOISTURE BARRIER MUST BE REPAIRED IProiect Number / 7. SLURRY BACKFILL AROUND DUCTS WITHIN 5 FEET OF VAULT/MH/PB TO FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER OF THE 7. ALL CONDUIT ONLY SHALL BE PROVIDED WITH A NYLON PULL STRING. a PREVENT SHEARING. ORIGINAL BARRIER PRODUCT. 07.3117.000 j 8. SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT cn 8. CONDUITS PASSING UNDER THE BUILDING PERIMETER SHALL BE ENCASED 19. THE CONTRACTOR SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL IN LIGHTWEIGHT CONCRETE OR WATER-IMPERVIOUS CLAY TO PREVENT WITH ALL REQUIREMENTS FOR CONFINED SPACE ENTRY PER THE OSHA DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND Description o WATER INFILTRATION. SEE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 29 CFR-1910.146, 29 CFR-1910.268, ETC. DURING ANY CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO INFORMATION. CONFINED SPACE ENTRY. ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE SITE PLAN PLANTING/HARDSCAPE AREAS. 9. CONDUIT BEND RADIUS FOR BUILDING ENTRANCES AND AT POLES SHALL 20. ANY DUCTS LEAVING A VAULT, MH OR PB ROUTED INTO A FACILITY BE A MINIMUM OF 24" FOR CONDUITS WITH LESS THAN 2" INTERNAL SHALL BE PLUGGED AT EACH END USING REMOVEABLE MECHANICAL 9. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR DIAMETER AND A MINIMUM OF 48" FOR CONDUITS WITH MORE THAN 2" PLUGS DESIGNED TO PREVENT WATER AND GAS FROM ENTERING THE NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. INTERNAL DIAMETER. FACILITY. 0 10. PREFERRED CONDUIT SWEEP RADIUS BETWEEN VAULTS IS 25 FEET. 21 . SEE ELECTRICAL SPECIFICATIONS AND PLAN DETAILS FOR ADDITIONAL Scale UNDER NO CIRCUMSTANCES SHALL THE CONDUIT SWEEP RADIUS BE REQUIREMENTS REGARDING UNDERGROUND CONDUITS AND IN-GRADE 1/16" = 1'-0" LESS THAN 12.5 FEET. MAXIMUM OF 90 DEGREES PER SWEEP AND VAULT/MH/PB/JUNCTION BOXES. LIMITED TO NO MORE THAN (2) 90 DEGREE SWEEPS BETWEEN VAULTS. a 0 L SITE PLAN El ■ 01 0 SCALE: 1/16"= V-0" 0 N 2014 Gensler 0 N PLAN NOTES: 1499 MONROVIA ® ????? IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A E ( C ) D E QF G PROFESS/ON ��,�P�� J. MgT�Fi O w n m No. E16601 s�gF4FCTR\G,P`P F OF CA1_�E tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 949.751.5800 www.tklsc.com Greg Pursley-Electrical tk1sc Job#:2014-0531 � � 1 JAN WH j 2 ELEC RM 108 107 CONFERENCE DIN 103 PRIVATE GARAGE 106 LIGHTING PLAN GENERAL NOTES OPEN OFFICE 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF CAFE 104 j LOBBY ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL—MOUNTED DEVICE 109 — 101 HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH—IN. STADIUM STAIR — — DN 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED RECP CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY 105 T — 102 MOUNTING HARDWARE. 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE IBC, OR CBC WHERE ADOPTED, IN ADDITION TO ANY LOCAL CODES. 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE HALLWAY FIRE RISE ELEVCOVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER � 16 119 QUANTITY OF FIXTURES AS REQUIRED. �� ,� 100C ELEV MACHINE DN 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED 110 / COPY ( NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. O Date Description 115 1 ( — / 6. ALL FLUORESCENT DIMMING ZONES/CHANNELS SHALL BE PROVIDED WITH F_ TIT TIT 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, SWITCHED HOT) I 11 I I I OR 2 LINE VOLTAGE CONDUCTORS/2 CONTROL CONDUCTORS AS ® REQUIRED BY THE CONTROL/BALLAST TYPE. HLL 1 ITI S AR ` WDM R STROOM f G 7. ALL EMERGENCY BATTERY PACK FIXTURES SHALL BE PROVIDED WITH A 1 I I I I 0 Q 6 10 A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. SEE GENERAL 100 L — LI T I� B LIGHTING FIXTURE SCHEDULE NOTES FOR MORE INFORMATION. / —FiV — ( 5 8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN OF �. CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY 112 DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND STORAGE -T---, ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE 114 ARCHITECT PRIOR TO ORDERING EXIT SIGNS. 75i L, 9. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE N CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: Ln OPEN OFFICE 103 — ALL BRANCH CIRCUITS SHALL BE IN EMT. — ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND IN o DARK ROOM PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM "TRAINED" 113 MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE N RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE ■, ■- 6 REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. w 10. ALL LED REMOTE INDICATORS FOR DUCT DETECTORS AND FIRE/SMOKE DAMPERS REQUIRED BY THE LOCAL AHJ SHALL BE LOCATED IN CEILINGS ISeallSignature -D IN COORDINATION WITH ARCHITECT PRIOR TO ANY ROUGH—IN. c� 11 . RECESSED FIXTURES LOCATED IN A FIRE—RATED CEILING OR WALL SHALL _ C 7 BE PROVIDED WITH A 5—SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE AND MANUFACTURER—REQUIRED CLEARANCES BETWEEN J THE FIXTURE AND THE ENCLOSURE. 0 12. PROVIDE REDUNDANT GROUND PATH IN ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS CONSISTING OF A SEPARATE, INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC, OR CEC WHERE N ADOPTED, ART 517.13. 13. PROVIDE ADDITIONAL J—BOX NEAR PANEL FOR MULTIPLE HOMERUN 0 CIRCUITRY. IProiect Name C"LLI 14. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON—BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 1499 MONROVIA — TENANT 15. REFER TO GENERAL POWER PLAN NOTES AND PATHWAYS GENERAL NOTCOMMUNICATIONS IMPROVEMENTS ES FOR ADDITIONAL REQUIREMENTS WHEN Q) Lv POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. IlPromect Number / 0 a 07.3117.000 / cn Description 1ST FLOOR LIGHTING PLAN 0 Scale 1/811 - 1 1-011 0 LO E101 LO 1ST FLOOR LIGHTING PLAN SCALE: 1/8"= V-0" 0 N 2014 Gensler 0 N PLAN NOTES: 1499 MONROVIA ® ????? IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A B � C E F G PROFESS/� J. M T�Fi O w � n � No. E16601 �m 4FCTR�CC `P F OF CAQ- tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 949.751.5800 www.tklsc.com Greg Pursley-Electrical tk1sc Job#:2014-0531 II - - I 2 I I I BOARDROOM OFFICE OFFICE 218 OFFICE j I 216 217 219 i I I I I I I � I OPEN OFFICE OPEN OFFICE 206 i -- 3 LIGHTING PLAN GENERAL NOTES i I 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF I I I I ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE OPEN OFFICE Fi I I HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. I204 -- I_ I I I ` I 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED III III \ I CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY ---------- - ----------------- I I I MOUNTING HARDWARE. ------ ----------------- I I \\�� I 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE IBC, OR CBC WHERE ADOPTED, IN ADDITION TO ANY ------------I--I----------------- I I i I LOCAL CODES. I BN lit— 1111 4 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE S owER COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER /215 ,ELEv , 200C i I QUANTITY OF FIXTURES AS REQUIRED. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED .�m1i i I NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. COPY ( °Llll I �0 Date Description 4 L_ 221 ( / — \ / \ STORAGE I 6. ALL FLUORESCENT DIMMING ZONES/CHANNELS SHALL BE PROVIDED WITH 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, SWITCHED HOT) F= STAIR I OR 2 LINE VOLTAGE CONDUCTORS/2 CONTROL CONDUCTORS AS 0I/ 1 _ / _ / / G I REQUIRED BY THE CONTROL/BALLAST TYPE. wdME �EN'S / G I 7. ALL EMERGENCY BATTERY PACK FIXTURES SHALL BE PROVIDED WITH A --RESTROOM / RESS ROOM CONSTANT HOT CONNECTION TO THE CHARGING LEAD. SEE GENERAL Q 200B 1 2 OA i I LIGHTING FIXTURE SCHEDULE NOTES FOR MORE INFORMATION. / I OPEN OFFICE ___ ___ \ Y 5 8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN 202 OPEN OFFICE i CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY 201 I DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OPEN OFFICE � 203 I i I ARCHITECT PRIOR TO ORDERING EXIT SIGNS. i 9. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE `r' CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: Ln N I - ALL BRANCH CIRCUITS SHALL BE IN EMT. I i � I - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND IN CD PRIVATE OFFICE OFFICE OFFICE OFFICE PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM "TRAINED" 2141 212 OFFICE OFFICE OFFICE 208 207 I MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL PRIVATE OFFICE I I 213211 210 209 i RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE o REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. N — — 6 I 10. ALL LED REMOTE INDICATORS FOR DUCT DETECTORS AND FIRE/SMOKE i I DAMPERS REQUIRED BY THE LOCAL AHJ SHALL BE LOCATED IN CEILINGS Seal/Signature I IN COORDINATION WITH ARCHITECT PRIOR TO ANY ROUGH-IN. z 11 . RECESSED FIXTURES LOCATED IN A FIRE-RATED CEILING OR WALL SHALL = p; - ■ - 7 BE PROVIDED WITH A 5-SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE AND MANUFACTURER-REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE. 0 O 12. PROVIDE REDUNDANT GROUND PATH IN ALL BRANCH CIRCUITS SERVING LL PATIENT CARE AREAS CONSISTING OF A SEPARATE, INSULATED C) EQUIPMENT GROUNDING CONDUCTOR PER NEC, OR CEC WHERE z ADOPTED, ART 517.13. N 13. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN o CIRCUITRY. IProiect Name C"LLI 14. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 1499 MONROVIA — TENANT 15. REFER TO GENERAL POWER PLAN NOTES AND PATHWAYS GENERAL NOTCOMMUNICATIONS IMPROVEMENTS ES FOR ADDITIONAL REQUIREMENTS WHEN Q) w POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. IlPromect Number / 0 a 07.3117.000 / cn Description 2ND FLOOR LIGHTING PLAN 0 Scale 1/811 - 1 1-011 0 Ln Ln E102 2ND FLOOR LIGHTING PLAN SCALE: 1/8"= V-0" 0 N 2014 Gensler 0 N PLAN NOTESs 1499 MONROVIA ® ????? IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States PROFESS/�h A C D E ; F 0 ��°P�� M�0 w n m No. E16601 sT <£CTR�GP �P �rF of CA��F° tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 949.751.5800 www.tklsc.com Greg Pursley-Electrical tklsc Job#: 2014-0531 MS POWER PLAN GENERAL NOTES= 1 . ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND I� .. OFFSET 24" MINIMUM. IAN 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED 107 N f9 FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. CONFERENCE 3. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE LCPA DN 103 ARCHITECT PRIOR TO ROUGH-IN. 1A RIVAT _W 6T6J 6J 6J 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND 16ARAG FURNITURE VENDOR PRIOR TO ROUGH-IN. C PY1 5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP TELEPHONE MOPE CABLE MOPE LENGTH. BHACKBOARD "TB" BACKBOARD "CB" 7 6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: -ALL BRANCH CIRCUITS SHALL BE IN EMT. a - 3 -ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. LOD C3 OFFICE ��\ VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT CAFE 104 LOBBY THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 109 STADIUM STAIR — — DN 7. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO NEC, OR CEC WHERE ADOPTED, ARTICLE 300.22(C). RECP _ 102 8. PROVIDE G.F.C.I. TYPE RECEPTACLE(S) WITHIN 6 FEET OF ANY SINK OR — _ THERAPEUTIC TUB, SERVING ANY DRINKING FOUNTAIN OR VENDING — — MACHINE, AND WITHIN ANY KITCHEN SPACE. = _ 9. PROVIDE REDUNDANT GROUND PATH IN ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS CONSISTING OF A SEPARATE, INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC, OR CEC WHERE FIRE RISE ELEV ® HALLWAY ■ 4 ADOPTED, ART 517.13. 116 1 ELEV 119 10. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN ELEV MACHINE � \ DN CIRCUITRY. COPY 11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR 0 Date Description NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. FT T-1 TIT H-F I S AR 01 /G RE 200M / COMMUNICATIONS PATHWAYS I I I I I STRDOM L _ LIQ a 100B 10 A GENERAL NOTES: a 1 . CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 112 30M (98 FT.), AND, (b) CONTAIN NO MORE THAN (2) 90- BENDS OR IDF (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. SPLIT CONDUITS STORAGE -T-- IN PLACE OF PULLBOXES ARE UNACCEPTABLE. 114 � 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 `---1---J LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. 0 0 OPEN 003FICE 3. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE N INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS, co U9 AND, (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS ¢ DARK ROOM MORE THAN 2" IN DIAMETER. CD 113 4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH O O STRUCTURAL FLOORS 2"-3" ABOVE THE FLOOR SURFACE. `� 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. o - 6 6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS r CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING w BY THE ENGINEER. ISeallSignature 7. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS � THE CONTRACTORS RESPONSIBILITY TO ENSURE GROUND WATER, RAIN 0 7 ) WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING a_ ��' AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS 0 AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 0 8. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULLBOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE 0 STRUCTURE AND CONDUIT SUPPORTS. PULLBOXES FOR ROOF MOUNTED IProiect Name OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. j PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 1499 MONROVIA — TENANT EASE PER SO E UIT WIDTH LENGTH DEPTH WIDTH ADDITIONAL CONDUIT IMPROVEMENTS w 1" 4" 16" 3" 2" IProiect Number 0 2" 8" 36" 4" 5" a 0 3" 12" 48" 5" 6" 07.3117.000 4" 1 15" 1 60" 1 8" 8" cn -a FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - Description LATEST PUBLISHED EDITION. 1 ST FLOOR POWER AND 9. CONDUITS) SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL COMMUNICATION PLAN ENTERED. 10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL Scale SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED 1/811 = 11-011 U ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 0 Y E101 L 0 1 ST FLOOR POWER AND COMMUNICATION PLAN SCALE: 1/8"- V-0" 0 N 2014 Gensler 0 N PLAN NOTES: 1499 MONROVIA ® ????? IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A B C D ( F ( G PROFESS/ON O w� n No. E16601 Inm 4FCTR�CC `P F OF CAQ- tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 949.751.5800 www.tklsc.com Greg Pursley-Electrical tk1SO Job#:2014-0531 — — — — — — — — — — II POWER PLAN GENERAL NOTES 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. 2 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. r0ARDR218 BOARDROOM OFFICE OFFICE OFFICE I 3. ALL WALL—MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE 16 17 219 I ARCHITECT PRIOR TO ROUGH—IN. 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUGH—IN. 5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH. I 6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: OPEN OFF OPEN OFFICE I — ALL BRANCH CIRCUITS SHALL BE IN EMT. 20 206 3 — ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL O I TO STRUCTURES OR DUCT WORK. 00 O I VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. OPEN OFFICE 204 I I I I I 7. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL III III I CONFORM TO NEC, OR CEC WHERE ADOPTED, ARTICLE 300.22(C). 000 I I I I I 8. PROVIDE G.F.C.I. TYPE RECEPTACLE(S) WITHIN 6 FEET OF ANY SINK OR THERAPEUTIC TUB, SERVING ANY DRINKING FOUNTAIN OR VENDING O I I I I I MACHINE, AND WITHIN ANY KITCHEN SPACE. 000 I 9. PROVIDE REDUNDANT GROUND PATH IN ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS CONSISTING OF A SEPARATE, INSULATED ■ �N ■ ■ 4 EQUIPMENT ADOPTED, ART 517.13. GROUNDING 13 CONDUCTOR PER NEC, OR CEC WHERE 2B S OWER 2C 2C I /215 1 ELEV , 10. PROVIDE ADDITIONAL J—BOX NEAR PANEL FOR MULTIPLE HOMERUN l 200C I CIRCUITRY. COPY I 11 . UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR �0 Date Description 0 STORAGE I NON—BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 221 / / 220 STAIR 200D 1 I w6ME �EN'S / O I COMMUNICATIONS PATHWAYS STROOM RES ROOM a 2008 ' 2 oA I GENERAL NOTES= 1. CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN OPEN OFFIC 5 30M (98 FT.), AND, (b) CONTAIN NO MORE THAN (2) 90- BENDS OR 202 OPENOFFICE (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. SPLIT CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. O P OFFIC O � 3 I � 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. I 3. CONDUIT INTERNALBEND CO DUITDIUS DIAMETERLBE FOR CONDUI MINIMUM" INODIAM TTIMES ORHLESS, 00 I AND, (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. 0 FFICE N 214 P VATEOFFICE 212 OFFICE OFFICE OFFICE 208 207 I 4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2"-3" ABOVE THE FLOOR SURFACE. N I 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. I o - - - - 6 6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING LLI BY THE ENGINEER. I lSeallSignature 7. ALL UNDER SLAB OR IN—SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS w THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN o ;; ■ 7 WATER OR CONSTRUCTION WATER AND/OR REMOV DFROM THECONDUTECONDUITS OR TOPLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS o AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 0 8. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER ANSI—TIA-569—C. a PULLBOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE N STRUCTURE AND CONDUIT SUPPORTS. PULLBOXES FOR ROOF MOUNTED IProiect Name OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. j PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 1499 MONROVIA - TENANT SO E UIT WIDTH LENGTH DEPTH WIDTH ADDITIONAL CONDUITEASE IMPROVEMENTS w 1 " 4" 16" 3" 2" IProiect Number 0 2" 8» 36» 4" 5" a 3" 12" 48" 5" 6" 07.3117.000 / 4" 1 15" 1 60" 1 8" 8" cn -a FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569—C TABLE 12. — Description LATEST PUBLISHED EDITION. 2ND FLOOR POWER AND 9. CONDUITS) SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL COMMUNICATION PLAN ENTERED. 10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 11 . PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL Scale SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED 1/8�� _ 1 _011 U ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 0 Y E3 . 02 Ln 2ND FLOOR POWER AND COMMUNICATION PLAN SCALE: 1/8"= V-0" 0 N 2014 Gensler 0 N PLAN NOTES: 1499 MONROVIA REFER TO MOTORIZED EQUIPMENT SCHEDULE FOR MOTOR FEEDER/ IMPROVEMENT PROJECT BRANCH CIRCUIT INFORMATION. 1499 MONROVIA PROVIDE 1/2" C.O.(S) TO RESPECTIVE CONTROL DEVICES) FOR NEWPORT BEACH, CA 92663 CONTROL REFER TO THE MOTORIZED EQUIPMENT SCHEDULE DIAGRAMS FIOR ADDITIONAL INFORMATONPMENT CONTROL WIRING ITEM DESCRIPTION EQUIPMENT RATING IDISC. SW. SIZE CIRCUIT DATA SPECIFIC VOLTS PH. HP FLA MCA I MOCPJ STARTER SIZE CONDUIT — WIRE NOTES Ed - Ed - Gensler El4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 El _ — — — — — — _ _ _ United States El - El _ — — — — — — _ _ — PROFESS/ON ROOF PLAN GENERAL NOTES \_ J M�T0'G�? LU rn in 1. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL/PLUMBING AND No. E16601 ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. sTgF4FCTR\GP��P _ _ _ F OF CA1-�f�' El _ — — — — — — _ _ — 2. ALL TEMPERATURE CONTROL AND INTERLOCK CONDUIT AND WIRING SHALL BE BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. Efl - — — — _ — — _ _ _ SEE MECHANICAL/PLUMBING DRAWINGS FOR ALL INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL tk sc B = CONNECTION POINTS WITH THE EQUIPMENT INSTALLER PRIOR TO COLLABORATIVE ROUGH—IN. 15231 Laguna Canyon Road,Suite 100 El4. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL REMOTE DISCONNECTING Irvine,California 92618 MEANS FOR ALL ELECTRIC HEATING EQUIPMENT IF REQUIRED BY THE 949.751.5800 www.tklsc.com LOCAL ELECTRICAL CODE. Greg Pursley-Electrical 5. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF tk1 sc Job#:2014-0531 MOTORIZED EQUIPMENT SCHEDULE SPECIFIC NOTES: CONDUIT/WIRING TO ROOF—MOUNTED EQUIPMENT WITH EQUIPMENT A. FUSED AS RECOMMENDED BY MANUFACTURER. INSTALLER PRIOR TO ROUGH—IN. WHERE ROOF—MOUNTED EQUIPMENT IS MANUFACTURED TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY B. MAGNETIC MOTOR STARTER WITH CONTROL TRANSFORMER, AUXILIARY CONTACTS, — SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT INDICATOR LIGHT & H.O.A. SWITCH. VERIFY CONTROL TRANSFORMER VOLTAGE WITH MC BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN PRIOR TO ORDERING MATERIAL. ACCESSIBLE CEILING SPACE LOCATION. C. ROUTE THROUGH LINE VOLTAGE CONTROL. SEE MECHANICAL PLANS FOR ADDITIONAL 6. ALL ROOF MOUNTED EQUIPMENT SHALL BE NEMA 3R RATED. REQUIREMENTS. 7. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR D. VERIFY LOCATION WITH PLUMBING PLANS PRIOR TO ROUGH—IN. CONNECT TO NON—BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. AQUASTAT AND TIME CLOCK AS REQUIRED. E. REMOTE VFD. REFER TO MECHANICAL PLANS FOR LOCATION. PROVIDE FEEDER(S) TO CONNECT REMOTE VFD AND MOTOR(S) AS REQUIRED. F. INTEGRAL VFD PROVIDED WITH EQUIPMENT. REFER TO MECHANICAL PLANS FOR LOCATION. CONNECT TO VFD AS REQUIRED. G. INTEGRAL DISCONNECT PROVIDED WITH EQUIPMENT. REFER TO MECHANICAL PLANS FOR LOCATION. CONNECT TO INTEGRAL DISCONNECT AS REQUIRED. H. INTEGRAL DISCONNECT PROVIDED WITH VFD. REFER TO MECHANICAL PLANS FOR LOCATION. CONNECT TO INTEGRAL DISCONNECT AS REQUIRED. J. ROUTE 1 PHASE CONDUCTOR OF EACH UPS ROOM / DATA ROOM EXHAUST FAN BRANCH CIRCUIT THROUGH / AROUND A DEDICATED, CURRENT—OPERATED LOAD MONITORING SWITCH THAT DETECTS OVERLOADS AND UNDERLOADS (INCLUDING FAN BELT BREAKAGE) WITHIN +/— 15 PERCENT OF AVERAGE CURRENT DRAW. LOCATE IN BARRIERED PULL BOX — NEMA 3R FOR WET LOCATIONS — AND CONNECT N.O. CONTACT TO FIRE ALARM MONITORING MODULE (SUPERVISORY SIGNAL). LOCATE PULL BOX WITH DEVICES INDOORS WHERE POSSIBLE AND ADJACENT TO THE SERVING ELECTRICAL DISTRIBUTION EQUIPMENT. PROVIDE LABEL "USPA BATTERY EX. FAN MONITOR" PER LABELING SPECIFICATIONS. (NK TECHNOLOGIES #ASM—NOU—OU—FT — www.nktechnologies.com). K. ROUTE THROUGH LINE VOLTAGE CONTROL FOR KITCHEN HOOD FIRE SUPPRESSION SYSTEM. SEE MECHANICAL, FIRE ALARM & FOOD SERVICE PLANS FOR ADDITIONAL REQUIREMENTS. MOTORIZED EQUIPMENT SCHEDULE GENERAL NOTES: 1 . ALL BRANCH CIRCUIT DATA IS BASED UPON METALLIC CONDUITS. IF THE CONTRACTOR ELECTS TO USE NONMETALLIC CONDUITS, AN ADDITIONAL EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED, AND THE CONDUIT SIZE SHALL BE INCREASED ACCORDINGLY. 2. ELECTRICAL CONTRACTOR SHALL REFER TO ALL DOCUMENTS RELATED TO THE EQUIPMENT ( I.E., SHOP DRAWINGS, CONSTRUCTION DOCUMENTS, ETC.) IN REGARDS TO IO Date Description ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT LISTED IN THE SCHEDULE. ANY MODIFICATION AND / OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. 3. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE MOTORS AND CORRECT THE ROTATION IF REVERSED. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE FUSES SIZED PER THE EQUIPMENT NAMEPLATE INFORMATION. 5. DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, EXTERNALLY OPERATED, QUICK MAKE QUICK BREAK AND SHALL BE FUSIBLE OR NON FUSIBLE AS INDICATED. A MAXIMUM VOLTAGE, CURRENT AND HORSEPOWER SHALL BE CLEARLY MARKED ON SWITCH ENCLOSURE. SWITCHES HAVING DUAL RATINGS (HIGHER RATINGS WHEN USED WITH DUAL ELEMENT FUSES) SHALL HAVE RATINGS INDICATED ON METAL PLATES RIVETED OR OTHERWISE PERMANENTLY ATTACHED TO THE ENCLOSURE. WHEN INDICATED, TOGGLE SWITCHES SHALL BE MOTOR RATED FOR THE APPLICATION. 0 6. STARTERS SHALL BE FULL VOLTAGE, REDUCED VOLTAGE OR COMBINATION DISCONNECT LU AND STARTER, WITH CONTROL VOLTAGE AS REQUIRED, AS INDICATED ON THE CD DOCUMENTS RELATED TO THE EQUIPMENT, SUCH AS SHOP DRAWINGS, CONSTRUCTION C, DOCUMENTS, ETC. STARTERS SHALL INCLUDE MOTOR OVERLOAD PROTECTION, PHASE LOSS AND PHASE UNBALANCE PROTECTION AS REQUIRED. 7. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREE C D CONDUCTORS. N 8. COMPLETE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF N.E.C. ARTICLES 430 AND 440. 0 Seal/Signature w o� 0 w 0 0 0 o IlPromect Name W 1499 MONROVIA — TENANT U v IMPROVEMENTS Project Number 0 Q 07.3117.000 / Cn Description ROOF POWER PLAN U cn U ca e r / 1/811 - 1 1-011 U U U Y E3 . 03 Ln ROOF POWER PLAN SCALE: 1/8"= V-0" 0 N 2014 Gensler 0 N EL 1499 MONROVIA GENERAL SINGLE LINE DIAGRAM NOTES : IMPROVEMENT PROJECT 1. ALL SWITCHGEAR SHALL BE SQUARE D OR EQUAL BY CUTLER—HAMMER, RSE—SIERRA, G.E., SIEMENS, OR 1499 MONROVIA Z—POWER & DISTRIBUTION. NEWPORT BEACH, CA 92663 2. ALL ITEMS DEPICTED ON THE SINGLE LINE DRAWINGS SHALL BE ASSUMED AS NEW U.O.N. 3. ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HAVE AN AIC RATING EQUAL ROOF TO THE OVERALL RATING OF THE EQUIPMENT—SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. SEE SPECIFICATIONS FOR MORE INFORMATION. FEEDER SCHEDULE 4. SERIES RATED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN COMBINATION WITH THE END USE EQUIPMENT AND IN THE EQUIPMENT IN WHICH THESE DEVICES ARE USED SHALL BE MARKED WITH A V.D. SERIES RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC (OR CEC—WHERE FEEDER CONDUIT AND CONDUCTORS LOAD DISTANCE % A.I.C. NOTES ADOPTED) REQUIREMENTS. SEE SPECIFICATIONS FOR MORE INFORMATION. WHERE SERIES RATINGS ARE ALLOWED, THE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE A SERIES COMBINATION Gensler MS-1 — — — — — RATING. WHICH SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: 2A 2B 2C CAUTION — SERIES COMBINATION SYSTEM RATED AT ??,??? MS-2 — — — — — AMPERES. USE ONLY IDENTIFIED REPLACEMENT COMPONENTS 4675 MacArthur Court Tel 949. IN THIS SYSTEM. Suite 100 Fax 949.553.16677 6 553. MS-3 — — — — — Newport Beach, CA 92660 WHERE ??,??? REPRESENTS AVAILABLE FAULT CURRENT. SEE SPECIFICATIONS FOR PLACARD United States REQUIREMENTS. MS-4 — — — — SECOND FLOOR 5. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREE CELSIUS CONDUCTORS. MS-5 — — — — 6. ALL SERVICE ENTRANCE EQUIPMENT RATED AT 400A OR GREATER SHALL BE PROVIDED WITH A ROFESS/ BACKFEED—RATED, SOLID STATE MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% OPERATION �a e MS-6 — — — — — — J. (1000A/sq.in. FOR CU, 750A/sq.in. FOR AL). NO HEAT RISE RATED BUSSING ALLOWED. NON—SERVICE ��Q,�,P� MgT0Fti0 ELEV ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARDS LARGER THAN 600A SHALL BE PROVIDED WITH MS-7 — — — — — — LCPA 1A 18 1 C ELEV BUSSING RATED FOR 100% OPERATION — SEE SPECIFICATION FOR CIRCUIT BREAKER REQUIRMENTS. ALL No. E16601 — 1 NON—SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARD MAIN OVERCURRENT DEVICES SHALL F BE BACKFEED—RATED. BACKFEED RATINGS SHALL COMPLY WITH NEC, OR CEC WHERE ADOPTED, 690.10 U33 (E) & 705.12(D)(5). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING CIRCUIT F BREAKERS. s�qT� "CTR��P.P F OF CA1 _ 2 7. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE: SERVICE ENTRANCE EQUIPMENT "MS" 1 ,200A, 120/208V— 3o — 4W a. TIN—PLATED ALUMINUM BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL MINIMUM SCC RATING SHALL BE 42,000A RMS SYMM BUSSING SHALL BE FULL LENGTH AND SHALL HAVE PROVISIONS FOR FUTURE EXTENSIONS. ALL AVAILABLE FAULT CURRENT PER ??? _ ??? A. N ,,n LO (0 r- BUSSING SHALL HAVE MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT tk sc — — — — — _ NEMA 3R = NO I I I I I I I INDICATED. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL COLLABORATIVE 200% NEUTRAL BUSSING = ?? (n V) V) U) U) U) U) SWITCHBOARD AND DISTRIBUTION BOARD SECTIONS. PROVIDE 100% NEUTRAL BUSSING MINIMUM ISOLATED GROUND BUSSING = ?? UNLESS OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUS AND, WHERE INDICATED ON 15231 Laguna Canyon Road,Suite 100 _ PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS. Irvine,California 92618 949.751.5800 www.tklsc.com b. LUGS SUITABLE FOR USE WITH COPPER OR ALUMINUM CONDUCTORS LISTED FOR USE WITH 75 Greg Pursley-Electrical GENERAL FEEDER SCHEDULE NOTES : FM DEGREE CELSIUS AMPACITY CONDUCTORS. tk1 sc Job#:2014-0531 c. PERMANENT PLACARD(S) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC—WHERE 1. ALL FEEDERS SHOWN, UNLESS SPECIFICALLY NOTED OTHERWISE, ARE PRESUMED TO BE ROUTED IN METAL ADOPTED) SECTIONS 225.37, 230.2(E), 690.56(A) & (B), 692.56, 700.7, 701.7, 702.7, AND 705.10 RACEWAYS. IF P.V.C. CONDUITS ARE UTILIZED, THE CONTRACTOR SHALL PROVIDE AN EQUIPMENT GROUND I DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, PER NEC, OR CEC WHERE ADOPTED, TABLE 250.122 OR, WHERE REQUIRED, PROVIDE A MAIN BONDING EMERGENCY OR STAND—BY POWER SOURCES AS APPLICABLE. JUMPER PER TABLE 250.66 AND INCREASE THE CONDUIT SIZE ACCORDINGLY. 200A 200A 200A 200A 200A 200A ??A ??A 1 1, OOA 3P 3P 8. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING UTILITY FOR APPROVAL 3P 3P 3P 3P 3P 3P SPACE 2. LOADS INDICATED WITH ( ) REPRESENT WORST CASE LOAD IN AMPS. GFP SHUNT SPARE PRIOR TO FABRICATION. CONTRACTOR SHALL SECURE CONFIRMATION THAT THE PROPOSED SWITCHBOARD UNDERGROUND SVC U.G.P.S. LATERAL, SEE SITE COMPLIES WITH ELECTRIC UTILITY COMPANY REGULATIONS. 3. DISTANCE SHOWN IS FOR DESIGN PURPOSES ONLY. IT IS NOT A MATERIAL TAKEOFF. PLAN •• 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE SPECIFICATIONS FOR SWITCHBOARDS, 4. VOLTAGE DROP VALUE INDICATED IS AT THE END OF THE FEEDER. DISTRIBUTION BOARDS TRANSFORMERS, PANEL BOARDS AND ALL OTHER DEVICES SHOWN ON THE SINGLE . . . LINE PRIOR TO FABRICATION. 5. AVAILABLE FAULT CURRENT VALUE AT THE END OF THE FEEDER INDICATED. CALCULATIONS ARE BASED SEE SYSTEM UPON INITIAL VALUES RECEIVED FROM THE SERVING UTILITY AND THE LENGTH AND IMPEDANCE OF THE 10. ALLOWABLE DIMENSIONS IN MAIN ELECTRICAL ROOM ARE A CRITICAL COORDINATION ITEM. CONTRACTOR FEEDER. GROUNDING SHALL PROVIDE 1/4"= 1 '-0" SCALE DRAWINGS WITH SWITCHGEAR SUBMITTALS SHOWING THAT ALL DETAIL — PROPOSED EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL BE REJECTED AS INCOMPLETE. FIRST FLOOR 11 . UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON—BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 12. WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION OR WHERE A NEW GROUND FAULT SINGLE LINE DISTRIBUTION DIAGRAM PROTECTIVE DEVICE IS BEING INSTALLED, ( GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY AN 1 INDEPENDENT TESTING AGENCY PER NEC OR CEC—WHERE ADOPTED 230.95(C). THE GROUND FAULT SCALE: N.T.S. SYSTEM TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LOCAL AUTHORITY HAVING JURISDICTION. VERIFICATION OF DEVICE SETTINGS PER THE POWER SYSTEMS STUDY SPECIFICATION SHALL BE PERFORMED BY THE SAME INDEPENDENT TESTING AGENCY. THE GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO THE ENGINEER OF RECORD. 13. SEE POWER SYSTEMS STUDY SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ALL REQUIRED POWER SYSTEMS STUDIES MUST BE COMPLETED AND SUBMITTED WITH SWITCHGEAR SUBMITTAL. FAILURE TO DO SO WILL PREVENT THE ENGINEER FROM EFFECTIVELY EVALUATING THE SUBMITTAL AND SHALL RESULT IN REJECTION OF THE SWITCHGEAR SUBMITTAL AS INCOMPLETE. POWER SYSTEMS STUDY SPECIFICATIONS : THE CONTRACTOR SHALL PROVIDE, WITH THE ASSISTANCE OF THE SWITCHGEAR e. THE ARC FLASH ANALYSIS SHALL DETERMINE THE FLASH BOUNDARY, FLASH MANUFACTURER, POWER SYSTEMS STUDIES CONSISTING OF A SHORT CIRCUIT STUDY, A HAZARD CATEGORY, PPE REQUIREMENTS, AND MINIMUM ARC RATING (CAL/CM2) AT COORDINATION STUDY, AND AN ARC FLASH STUDY — ALL PER LATEST PUBLISHED LOCATIONS IN THE ELECTRICAL SYSTEM WHERE WORK CAN OR MIGHT BE SPECIFIC SINGLE LINE NOTES : EDITIONS OF THE FOLLOWING STANDARDS: ANSI C37, IEEE 141 , IEEE 242, IEEE 399 — PERFORMED ON ENERGIZED COMPONENTS WHERE MULTIPLE SYSTEM BROWN BOOK, NFPA 70E & IEEE STD 1584/1584a. ADDITIONALLY: CONFIGURATION SCENARIOS ARE POSSIBLE, THE CONFIGURATION WITH GREATEST ®1 BUSSING SHALL BE PROVIDED FOR FUTURE BUS EXTENSION TO FUTURE DISTRIBUTION SYSTEM. INCIDENT ENERGY MUST BE SHOWN. DECREMENT FAULT CONTRIBUTIONS FROM a. CONTRACTOR SHALL PERFORM STUDY USING SKM "SYSTEMS ANALYSIS POWER MOTOR(S) & GENERATOR(S) BASED ON INDUSTRY STANDARDS. THE CONTRACTOR ®2 PROVIDE (4) 1"C.O. STUBBED OUTSIDE THE BUILDING TO THE NEAREST PLANTER AREA. CAP AND MARK. TOOLS FOR WINDOWS" COMPUTER SOFTWARE PROGRAM — LATEST AVAILABLE SHALL MAKE RECOMMENDATIONS WITH REGARD TO SYSTEM ADJUSTMENTS OR VERSION. OTHER MITIGATION MEASURES TO OPTIMIZE THE RESULTS OF THE STUDY AS IT 3 SEE MOTORIZED EQUIPMENT SCHEDULE FOR MORE INFORMATION. b. CONTRACTOR SHALL FURNISH/OBTAIN ALL DATA REQUIRED FOR POWER SYSTEMS RELATES TO SAFE AND RELIABLE ELECTRICAL SYSTEM OPERATION (E.G. STUDIES. DATA COLLECTION EFFORT SHALL BE PERFORMED IN AN EXPEDITIOUS OVERCURRENT DEVICE SETTINGS, WORKING DISTANCES, CURRENT LIMITING DEVICES). TENANT ACCESSIBLE POWER METER THAT IS CAPABLE OF PROVIDING MANNER AND AS SOON AS POSSIBLE AFTER CONTRACT AWARD TO ENSURE STUDY THIS INCLUDES MITIGATION, WHERE POSSIBLE, OF INCIDENT ENERGY LEVELS THAT INSTANTANEOUS KW DEMAND, HISTORIC PEAK DEMAND, TENANT RESETTABLE COMPLETION FOR SUBMISSION AS PART OF THE ELECTRICAL DISTRIBUTION EXCEED 40 CAL/CM . PERFORM ITERATIVE CALCULATIONS TO DEMONSTRATE kWh AND kWh PER RATE PERIOD AS REQUIRED BY TITLE 24 SECTION 130.5(a). EQUIPMENT SHOP DRAWINGS AND SUBMITTALS. DATA COLLECTION EFFORTS MAY EFFECTS OF OPENING PROTECTIVE DEVICES UTILIZING A VARIETY OF DIFFERENT SHARK POWER METER OR EQUAL. IO Date Description INCLUDE, BUT ARE NOT LIMITED TO, CALCULATED UTILITY COMPANY FAULT VALUES, SETTINGS TO BEST MITIGATE ARC FLASH ENERGY WHILE MAINTAINING AN SERVICE TRANSFORMER PRIMARY PROTECTIVE DEVICE & APPLIED VOLTAGE, ACCEPTABLE LEVEL OF SYSTEM COORDINATION. WHERE SUCH RECOMMENDATIONS ELECTRICAL CHARACTERISTICS & FAULT CONTRIBUTION FROM EXISTING MOTORS/ COMPROMISE SELECTIVE COORDINATION SETTINGS, SO STATE IN THE ANALYSIS. GENERATORS, EXISTING CONDUCTOR QUANTITIES, SIZE AND LENGTHS, EXISTING/ NEW OVERCURRENT PROTECTIVE DEVICE SPECIFICATIONS & PART NUMBERS, INCLUDE INCIDENT ENERGY/FLASH PROTECTION BOUNDARY CALCULATIONS FOR TRANSFER SWITCH CHARACTERISTICS & SHORT CIRCUIT CURRENT RATINGS IN BOTH LINE/LOAD SIDE OF ALL SEPARATELY ENCLOSED MAIN CIRCUIT BREAKERS. ADDITION TO ANY OTHER DATA REQUIRED TO PERFORM COMPREHENSIVE POWER ALL CALCULATIONS SHALL BE BASED ON ACTUAL OVERCURRENT DEVICE CLEARING "RED HEAD" ANCHOR BOLT WITH SYSTEM STUDIES. RANGES OF FAULT CURRENT VALUES OR GENERIC FAULT TIMES. MATCHING NUT AND WASHERS AS CURRENT VALUES PROVIDED BY THE UTILITY COMPANY ARE UNACCEPTABLE AS ARE REQUIRED FOR SEISMIC RESTRAINT. ANY FAULT CURRENT VALUES SHOWN ON THE SINGLE LINE DIAGRAM OR FEEDER f. BASED ON THE RESULTS OF THE ARC FLASH ANALYSIS, THE CONTRACTOR SHALL (TYPICAL — 4 PLACES EACH SECTION) SCHEDULE. PRODUCE AND INSTALL A WARNING LABEL (ORANGE <40 CAL/CM2) OR DANGER LABEL (RED > 40 CAL/CM2) FOR EACH PIECE OF EQUIPMENT PER NEC (OR CECo 0 0 OREAR WIREWAY 0 DATA GATHERING SHALL BE CONDUCTED IN A SAFE MANNER WITH 1) EQUIPMENT WHERE ADOPTED) 110.16 AND IN ACCORDANCE WITH ANSI Z535.4-2007 OR COMPLETELY DE—ENGERIZED IN COORDINATION WITH THE OWNER DURING A LATEST PUBLISHED EDITION. THE LABEL MUST BE READABLE IN BOTH INDOOR T_ SCHEDULED POWER SHUTDOWN OR 2) UTILIZING A LICENSED ELECTRICIAN WEARING AND OUTDOOR ENVIRONMENTS FOR AT LEAST 3 YEARS AND CONTAIN THE 25" APPROPRIATE PERSONNEL PROTECTIVE EQUIPMENT PER NFPA 70E STANDARDS. FOLLOWING INFORMATION: NOMINAL SYSTEM VOLTAGE, ARC HAZARD BOUNDARY 0 (INCHES), WORKING DISTANCE (INCHES), AVAILABLE ARC FLASH INCIDENT ENERGY CONTRACTOR IS SOLELY RESPONSIBLE FOR OBTAINING UTILITY DATA FROM THE AT THE WORKING DISTANCE (CAL/CM2), MINIMUM ARC RATING OF CLOTHING, 1- 10 0 0 0 0 61 TELECOMMUNICATIONS GROUND UTILITY COMPANY — INCLUDE ALL COSTS IN BASE BID FOR ANY UTILITY COMPANY EQUIPMENT/BUS NAME, DATE PREPARED, SUPPLIERS NAME AND ADDRESS. „ CONDUCTOR MINIMUM SIZE SHALL a0 FEES FOR PROVIDING NECESSARY DATA. WHERE THE PROJECT IS LOCATED ON A PROVIDE LABEL AS MANUFACTURED BY BRADY OR EQUAL. PRIOR TO PLACING 40 �� 40 ��48 PROVIDE BONDING WITH 1 # cu., 1-1/4"C. TO CAMPUS WITH AN OWNER—FURNISHED ELECTRICAL DISTRIBUTION SYSTEM, ARC FLASH LABELS, CONTRACTOR SHALL SET ALL PROTECTIVE DEVICE SETTINGS BE BASED ON DISTANCE BETWEEN NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER, o CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN SUFFICIENT ELECTRICAL SYSTEM PER THE APPROVED COORDINATION STUDY. TELECOMMUNICATIONS ROOM AND SEWER, BUILDING MOUNTED — INTERIOR OR EXTERIOR DATA TO DEMONSTRATE COORDINATION OF THE PROJECT'S ELECTRICAL SYSTEM SYSTEM GROUNDING BUS BAR AS ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, WITH CAMPUS DISTRIBUTION SYSTEM. THIS DATA MAY BE AVAILABLE IN THE FORM DURING THE CONSTRUCTION PHASE OF THE PROJECT ALL GROUND FAULT RELAYS UTILITY FOLLOWS: 9 GAS PIPE HVAC DUCTS IN THE BUILDING PER ART. N OF AN OWNER—PROVIDED CAMPUS POWER SYSTEM STUDY. WHERE SUCH STUDIES SHALL BE SET AT THE LOWEST AVAILABLE TIME DELAY AND PICK—UP SETTINGS. METER 0-100 FT. #1/0 250.104 (A), (B), & (C) O ARE NOT AVAILABLE, THE CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID OVER 100 FT. #3/0 TO PERFORM NECESSARY FIELD INVESTIGATION OF CAMPUS DISTRIBUTION SYSTEM h. POWER SYSTEMS STUDIES SHALL BE SUBMITTED AS PART OF THE OVERALL OWNER MAIN BONDING JUMPER SHALL o INCLUDING CAMPUS SERVICE ENTRANCE AND SERVING UTILITY DATA AS REQUIRED SWITCHGEAR SUBMITTAL. THE RESULTS OF THE POWER SYSTEMS STUDY SHALL BE U.G.P.S. O METER BE SIZED AS FOLLOWS: PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ BONDING TO DEMONSTRATE COORDINATION OF THE PROJECTS ELECTRICAL SYSTEM WITH PRESENTED IN A COMPREHENSIVE REPORT THAT INCLUDES: SERVICE SIZE M.B.J. SIZE JUMPERS PER ART.250.8 (TYPICAL) USING 2—HOLE CONNECTORS. w CAMPUS DISTRIBUTION SYSTEM. INCLUDE ALL COSTS FOR RECOMMENDING — REPORT SUMMARY WITH ANALYSIS METHODOLOGY, FINDINGS AND 0-1,000A #3/0 TO GROUND BUS LOCATED WITHIN BUILDING SERVICE ADJUSTMENTS TO EXISTING CAMPUS DISTRIBUTION SYSTEM SETTINGS DISCOVERED RECOMMENDATIONS 90" 1 ,200A #4/0 SWITCHGEAR. TO BE INCORRECT. OWNER SHALL BE RESPONSIBLE TO UNDERTAKE ANY — SUMMARY OF INPUT DATA FOR UTILITY SOURCE, EQUIPMENT AND CABLES 1 ,600A #250KCMIL ISeal/Signature PHYSICAL ADJUSTMENTS TO EXISTING MEDIUM OR HIGH VOLTAGE DISTRIBUTION — AVAILABLE FAULT CURRENT AT EACH EQUIPMENT LOCATION WITH COMPARISON 2,000A #300KCMIL 1 #** cu. TO GROUNDED CONDUCTOR PER ART. Q EQUIPMENT WITH THE EXCEPTION OF FUSES, RELAYS OR OTHER CIRCUIT TO EQUIPMENT RATING 2,500A #500KCMIL 250.102. PROTECTED WITH CODE—SIZED EMT, IMC, 0 PROTECTIVE DEVICES LOCATED IN EXISTING DISTRIBUTION EQUIPMENT THAT ARE — OVERCURRENT DEVICE SETTINGS (E.G. PICK—UP, TIME DELAY, CURVE), "AS MAIN 3,000A #500KCMIL OR RIGID CONDUIT AS CONDITIONS DICTATE. DEDICATED TO SERVE ONLY THIS PROJECT'S ELECTRICAL SYSTEM. FOUND"AND "AS RECOMMENDED" DISCONNECT 4,000A #600KCMIL L — OVERCURRENT DEVICE COORDINATION CURVES INCLUDING RELATED SECTION OF PROVIDE PERMANENT TAG TO IDENTIFY EACH L-1 c. THE SHORT CIRCUIT STUDY SHALL INCLUDE CALCULATED SHORT—CIRCUIT THE SINGLE—LINE DIAGRAM GROUNDING ELECTRODE CONDUCTOR. 0 J LINE—TO—GROUND FAULTS THROUGHOUT THE SINGLE LINE TO INCLUDE UTILITY — INCIDENT ENERGY LEVEL (CAL/CM2 SIZED AS FOLLOWS: 1/4%3"x LENGTH AS REQUIRED.) FOR EACH EQUIPMENT LOCATION, 0 w SERVICE SIZE G.E.C. SIZE 0 J SERVICE SUPPLY, GENERATORS & TRANSFER SWITCHES, SUBSTATIONS, SWITCHGEAR, RECOMMENDED PPE AND SAMPLE ARC FLASH WARNING LABELS 0-200A #4 0 0 COPPER GROUND BUS OUTSIDE z PANEL BOARDS ETC. STUDY SHALL EVALUATE ALL ELECTRICAL DISTRIBUTION — A DVD OR CD CONTAINING ELECTRONIC PROJECT FILES USED TO DEVELOP 201-400A 0 SWITCHBOARD, DRILLED AND TAPPED AS EQUANYPMENT EXISTING CIRCUIITECTIVE DEVICES AGAINST SHORT PROTECTIVE DEVICES)/ELECTRICAL DIIT ISTRIBUITION THAT E THE STUDY IS S FAILURE TO SUBMIT TLUDE SKM COMPLETE PSTOJECT AND UD ES AND FI ES REFERENCELIBRARY RESULTFIN THE ELEVATION N OTES : OVER 401 A #3/0 0 0 0 0 INDICATING "MAIN VIDE E ELECTRICAL PHENOLIC SERVICE INADEQUATELY RATED TO WITHSTAND CALCULATED FAULT VALUES. WHERE THE REJECTION OF THE ENTIRE SWITCHGEAR SUBMITTAL. 1 #*cu., 3/4"C. TO EFFECTIVELY 0 0 0 GROUND". SEE ELECTRICAL UTILITY COMPANY PROVIDES MULTIPLE FAULT CURRENT VALUES REFLECTING INITIAL 0 SPECIFICATIONS FOR MORE INFORMATION. N 1. PROVIDE A 1-1/2" HIGH HOUSEKEEPING PAD FOR SERVICE EQUIPMENT LOCATED INDOORS — SEE GROUNDED METAL FRAME OF THE 0 Project Name TRANSFORMER CAPACITY AND WORST CASE TRANSFORMER CAPACITY, THE i. THE STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICAL SINGLE LINE DIAGRAM SPECIFICATIONS REGARDING OTHER INSTALLATION CONDITIONS. PAD SHALL BE FLUSH WITH FACE OF BLDG. PER ART. 250.52(A)(2). 0LLI 0 / WORST CAOR SHALL SE TRANSFORMEIRECAPACITY.CIRCUIT ANALYSIS PRIMARILY BASED ON NOCLUDING,EBUTSNOTALIIMI ED OR OTO, UTILITY SOURCEEAM TS THAT MAY CONTRIBUTION,OT BE RELEVAN�WN SWITCHGEAR WHEN LOCATED INDOORS AND EXTEND 4' FROM THE FACE OF THE SWITCHGEAR WHEN 0 0 p 1499 MONROVIA - TENANT ULOCATED OUTDOORS. PRIOR TO PAD ROUGH—IN, CONTRACTOR SHALL: (1) MINIMUM 20 FT. LENGTH OF #4 0 PORTIONS OF THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM WITHIN A BUILDING 1 # *** cu., 3/4"C. TO IMPROVEMENTS d. THE COORDINATION STUDY SHALL INCLUDE TIME—CURRENT CURVES (TCC) FOR AND/OR CAMPUS ELECTRICAL DISTRIBUTION SYSTEMS AS DESCRIBED ABOVE. MINIMUM/ 1# *" BARE COPPER ENCASED 0 TELECOMMUNICATIONS ROOM U A. VERIFY SERVING UTILITY COMPANY'S MAXIMUM METER HEIGHT REQUIREMENTS AND, IF NECESSARY, IN MINIMUM 2" OF CONCRETE ALL BACKBOARDS & GROUNDING OVER CURRENT PROTECTIVE DEVICES (OCPDs) ALONG WITH TRANSFORMER ADJUST HEIGHT OF HOUSEKEEPING PAD TO COMPLY WITH THOSE REQUIREMENTS. AROUND PER ART. 250.52(A)(3). Jt w FULL—LOAD CURRENT, INRUSH CURRENT, AND THROUGH—FAULT PROTECTION BUS BARS. IF PROVIDED IN �Proiect Number I-, CURVES, CONDUCTOR DAMAGE CURVES, GROUND FAULT PROTECTIVE DEVICE B. CONFIRM PAD DIMENSIONS WITH LOCAL INSPECTOR PRIOR TO FORMING PAD(S) TO ENSURE ANY 1 #*cu., 3/4"C. TO METAL PROJECT DRAWINGS, SEE Q CURVES MOTOR STARTING CURVES DAMAGE POINTS GENERATOR TELECOM PATHWAYS & v CURVE(S)/DAMAGE LOCAL CODE INTERPRETATIONS CONDITIONS REGARDING HOUSEKEEPING PADS ARE MET. UNDERGROUND WATER PIPE AND/OR 7. 7. SHORT—CIRCUIT CURVE(S) /DAMAGE POINTS) ETC — CLEARLY IDENTIFIED AND / I I GROUNDING RISER FOR INTERIOR METAL WATER PIPE WITHIN 5 PLOTTED ON LOG—LOG SCALE GRAPH(S). TCC GRAPH(S) SHALL INCLUDE AADDITIONAL REQUIREMENTS. ONE—LINE DIAGRAM IDENTIFYING THE SPECIFIC PORTION COVERED BY THE GRAPH. 2. THIS ELEVATION IS FOR SCHEMATIC INFORMATION ONLY. ORIENTATION MAY BE REVERSE. REFERENCE OF POINT OF ENTRANCE INTO THE I I I Description 0 FLOOR PLANS AND COORDINATE WITH LOCAL UTILITY COMPANY. BUILDING PER ART. 250.52(A)(1). 3/4"C. TO UTILITY � DEMONSTRATE THAT ADEQUATE CLEARING TIME/SELECTIVE OPERATION EXISTS 1 #�� cu., SINGLE LINE DIAGRAM BETWEEN PROTECTIVE DEVICES WHILE PROVIDING PROPER SYSTEM PROTECTION & I I CO. TELEPHONE/CATV BACKBOARD. � COORDINATION. STUDY SHALL INCLUDE ALL MAIN AND FEEDER OCPDs INCLUDING 3. ALLOWABLE DIMENSIONS IN MAIN ELECTRICAL ROOM ARE A CRITICAL COORDINATION ITEM. CONTRACTOR WHEN AGROUND RING IS REQUIRED ELSEWHERE SHALL PROVIDE 1/4"= 1'-0" SCALE DRAWINGS WITH SWITCHGEAR SUBMITTALS SHOWING THAT ALL IN THESE DRAWINGS, PROVIDE BARE cu SECONDARY SIDE OF EACH TRANSFORMER DOWN TO BREAKERS IN PANEL BOARDS / CONDUCTOR CONNECTION EQUAL IN SIZE TO FINISHED FLOOR AND INDIVIDUAL BREAKERS IN DISTRIBUTION BOARDS. IN ALL CASES, SOLID STATE PROPOSED EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL AND/OR ADJUSTABLE OCPDs SHALL BE ANALYZED WITH UPSTREAM AND BE REJECTED AS INCOMPLETE. GROUND RING CONDUCTOR BUT NOT LESS THAN 1 #6 cu., 1/2"C. TO ELECTRODE PER #2 BARE cu., PER ART. 250.52(A)(4). DOWNSTREAM OCPDs AS REQUIRED TO ESTABLISH PROPER COORDINATION ART. 250.52(A)(5), (A)(6), (A)(7) & SETTINGS. SPECIAL EMPHASIS SHALL BE PLACED ON ANALYZING PORTIONS OF 4. SERVICE ENTRANCE EQUIPMENT DIMENSIONS ARE BASED UPON Z—POWER & DISTRIBUTION. CONTACT 250.53 WHERE NONE OF THE THE ELECTRICAL SYSTEM REQUIRING SELECTIVE COORDINATION WHICH INCLUDE, MILT RIVERA TEL. NO. (714) 307-9198. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL (3) SPARE DRILLED CONNECTION POINTS ELECTRODES IN ART. 250.52 (A)(1), BUT ARE NOT LIMITED T0, NEC (OR CEC WHERE ADOPTED) ARTICLES 517, 620, COST TO THE JOB DUE TO THE USE OF ALTERNATE EQUIPMENT. (A)(2), (A)(3) & (A)(4) ARE AVAILABLE. 700, 701 & 708; ALONG WITH ANY ARTICLE 702 OPTIONAL STANDBY SYSTEMS MAIN SERVICE ELEVATION/PLAN SYSTEM GROUNDING DETAIL SERVING SERVER ROOMS/DATA CENTERS OR OTHER AREAS REQUIRING HIGH AVAILABILITY/PROPER COORDINATION SUCH AS MANUFACTURING, CLEAN ROOM OR LAB FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE TO RECOMMEND SETTINGS SCALE: NTS 2 SCALE: NTS OF ALL DEVICES, TO INCLUDE GROUND FAULT SETTINGS, TO ACHIEVE SYSTEM E4n01 COORDINATION. THE CONTRACTOR SHALL FIELD ADJUST NEW AND EXISTING DEVICES ACCORDINGLY UTILIZING A QUALIFIED MANUFACTURER'S REPRESENTATIVE 0 OR A THIRD—PARTY ELECTRICAL TESTING AGENCY. 0 N 2014 Gensler 0 N EL 1499 MONROVIA IMPROVEMENT PROJECT GENERAL LIGHTING FIXTURE SCHEDULE NOTES . 1499 MONROVIA A. THE LIGHTING FIXTURES AND BALLASTS FOR THIS PROJECT HAVE BEEN SPECIFIED TO INSURE THAT SPECIFIC b. WHEN REMOTE HID BALLASTS ARE REQUIRED, CONTRACTOR TO COORDINATE PROPER IGNITER LIGHTING FIXTURE SCHEDULENEWPORT BEACH, CA 92663 AESTHETIC AND PERFORMANCE REQUIREMENTS WILL BE SATISFIED. THESE PRODUCTS HAVE BEEN CAREFULLY SELECTION WITH FIXTURE MANUFACTURER BASED ON INSTALLATION-SPECIFIC DISTANCE REQUIREMENTS RESEARCHED AND EACH SPECIFIED ITEM HAS UNIQUE QUALITIES WHICH WERE DETERMINED TO BE ESSENTIAL IN ON A PER FIXTURE BASIS. IF REMOTE ELECTRONIC HID BALLASTS ARE REQUIRED ON THE PROJECT FIXTURE LAMP/ SATISFYING THE OWNERS, ARCHITECTS, AND ENGINEERS DESIGN CRITERIA, WHILE STILL FITTING WITHIN THE AND EXCEED DISTANCE LIMITATIONS FOR ELECTRONIC HID BALLASTS, MAGNETIC BALLASTS SHALL BE SYMBOL TYPE MANUFACTURER AND MODEL NUMBER VA/ LAMP GENERAL DESCRIPTION ESTABLISHED PROJECT BUDGET. IN ADDITION, THE MANUFACTURING AND SHIPPING TIME REQUIREMENTS FOR PERMITTED FOR 150W AND LOWER WATTAGE HID FIXTURES. WATTS OPTION EACH OF THE SPECIFIED FIXTURES HAS BEEN VERIFIED TO FIT WITHIN THE ESTABLISHED CONSTRUCTION _ SCHEDULE. c. ACCEPTABLE MANUFACTURERS: ADVANCE, GE, SYLVANIA, UNIVERSAL OR VENTURE _ B. SUBSTITUTIONS OF THE SPECIFIED PRODUCTS ARE STRICTLY PROHIBITED - UNLESS APPROVED AS STATED 1 EQUAL BY: - HEREIN. LIGHTING FIXTURE AND BALLAST SUBSTITUTIONS SHALL BE FORMALLY PRESENTED TO THE ENGINEER, H. LIGHT FIXTURES INDICATED AS EMERGENCY SHALL BE IDENTIFIED / PROVIDED AS FOLLOWS: _ BY APPOINTMENT ONLY, AT LEAST TEN (10) WORKING DAYS PRIOR TO BID TIME. THE SUBMITTAL MATERIAL 1. INTEGRAL BATTERY PACK (EB): Gensler CHARGING LEAD CONNECTED TO A CONSTANT HOTT CIRCUIT "3". E SHALL INCLUDE THE FOLLOWING ITEMS. - - 1 . A COMPLETE AND OPERATING SAMPLE, WIRED FOR 120V OPERATION, WITH LAMP, CORD AND PLUG. 3a/3EB - FIXTURE CONNECTED TO CIRCUIT "3", CONTROL "a" - WITH THE BATTERY O EQUAL BY: -/ -/ _ IR - 4675 MacArthur Court Tel 949.863.9434 2. A COMPLETE PHOTOMETRIC REPORT, FOR THE PROPOSED SUBSTITUTE PRODUCT, USING THE SPECIFIED 3NL/3EB - FIXTURE CONNECTED TO A CONSTANT HOT CIRCUIT "#3". BATTERY CHARGING LEAD - - Suite 100 Fax 949.553.1676 LAMP TYPE AND WATTAGE, INCLUDING TABULATED CANDLEPOWER VALUES, COEFFICIENT OF UTILIZATION, AND CONNECTED TO A CONSTANT HOT CIRCUIT "3". O - - Newport Beach, CA 92660 AN ISO-FOOT-CANDLE DIAGRAM. PRORATED DATA WILL NOT BE ACCEPTABLE. THE PHOTOMETRIC REPORT 3 - -/- -/- - United States MUST BE DONE IN ACCORDANCE WITH PUBLISHED I.E.S. TESTING PROCEDURES AND CERTIFIED BY A 2. REMOTE BACK-UP SOURCE (EM): EQUAL BY: REGISTERED ELECTRICAL ENGINEER. - - 3. A CURRENT ORIGINAL CATALOG DATA SHEET WITH LUMINAIRE CATALOG NUMBERS. MODIFIED DATA SHEETS 3a/3EM - ROUTED THROUGH A U.L. LISTED TRANSFER RELAY (LC & D #GR-2001 E/S) FOR SWITCHED - WILL NOT BE ACCEPTABLE. CONTROLS OR A U.L. LISTED TRANSFER SWITCH (BODINE #GTD SERIES DEVICE) FOR - - DIMMING CONTROLS. CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT "3". SEE O4 -/-EQUAL BY: -/- 4. A SIGNED COPY OF THE SUBSTITUTION COMPLIANCE FORM DISTRIBUTED LIGHTING CONTROL SPECIFICATIONS FOR DEVICE REQUIREMENTS WHEN LOCATED IN THE DIVISION 1 SPECIFICATION, - _ PROFESS/o STATING THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THE PROJECT SCHEDULE WILL NOT BE CONTROLLED BY OCCUPANCY SENSORS. J. ,ygT�Fi NEGATIVELY EFFECTED. IF THE COMPLETION OF THE PROJECT IS DELAYED BECAUSE OF THE APPROVED .. _ _ �` c,`�' O SUBSTITUTION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT OF ANY ESTABLISHED 3NL/3EM - FIXTURE CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT 3 . _ m LU LIQUIDATED DAMAGES. REMOTE BACK-UP SOURCE (EM) NOTES: O EQUAL BY: -/ -/ - No. E16601 5. FOR SPECIFIC INTERIOR FIXTURE SUBSTITUTIONS, WHEN DIRECTED BY THE ENGINEER, A POINT-BY-POINT - ALL REMOTE BACK UP SOURCE (EM) FIXTURES SHALL BE PROVIDED WITH AN IN LINE FUSE. SCALED COMPUTER PRINTOUT SHALL BE PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE SPECIFIC PROVIDE ADDITIONAL LABELING TO INDICATE FIXTURE IS PROTECTED BY A FUSE. - - sTgF�ECTR�OP��P INTERIOR AREA. IF THE SUBSTITUTED FIXTURE IS AN EMERGENCY FIXTURE, THE REPORT SHALL BE RUNO OF CAQ- IN BOTH NORMAL AND EMERGENCY MODES. THIS REPORT SHALL BE CONFIGURED WITH SPECIFIC 3. EMERGENCY BATTERY PACKS SHALL BE PROVIDED AS FOLLOWS: EQUAL BY: - CONSTRAINTS, AS DIRECTED BY THE ENGINEER OF RECORD. THE REPORT MUST SHOW THAT THE - - SUBSTITUTED FIXTURE PROVIDES PERFORMANCE EQUAL TO OR BETTER THAN THE LIGHTING LEVELS OF THE LINEAR T8 FLUORESCENT LAMPS: SPECIFIED PRODUCT. 8FT T8 1 LAMP 1400 LUMENS IOTA #1-320 OR BODINE #B50 6. FOR ALL EXTERIOR FIXTURE SUBSTITUTIONS, A POINT-BY-POINT SCALED COMPUTER PRINTOUT SHALL BE 5FT T8 1 LAMP 1325 LUMENS IOTA #1-320 OR BODINE #B50 O EQUAL BY: -/ -/ tk sc - PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE ENTIRE SITE PLAN BASED ON USING THE 4FT T8 2/1 LAMPS 1350/1350 LUMENS IOTA #1-320 OR BODINE #B50 _ - COLLABORATIVE PROPOSED ALTERNATIVE FIXTURES. THE REPORT MUST SHOW THAT THE SUBSTITUTED FIXTURE PROVIDES 3FT T8 2/1 LAMPS 1200/1100 LUMENS IOTA #1-320 OR BODINE #B50 _ _ 15231 Laguna Canyon Road,Suite 100 PERFORMANCE EQUAL TO, OR BETTER THAN THE LIGHTING LEVELS AND UNIFORMITY RATIOS (MAX:MIN AND 2FT T8 2/1 LAMPS 1125/1100 LUMENS IOTA #1-320 OR BODINE #B50 _ - Irvine,California 92618 AVG:MIN) OF THE SPECIFIED PRODUCT. THIS REPORT SHALL BE CONFIGURED WITH THE FOLLOWING LINEAR T5/T5H0 FLUORESCENT LAMPS: CONSTRAINTS. O EQUAL BY: -/ -/ 949.751.5800 www.tklsc.com 4FT T5HO 1 LAMP 1250 LUMENS IOTA #ISL-540 OR BODINE #LP600 Greg Pursley-Electrical a. THE SPACING INCREMENT OR POINTS ON THE VERIFICATION REPORT SHALL NOT EXCEED TEN (10) 3FT T51-110 1 LAMP 1100 LUMENS IOTA #ISL-540 OR BODINE #LP600 - - tk1 sc Job#:2014-0531 FEET IN EITHER DIRECTION. 2FT T51-10 1 LAMP 700 LUMENS IOTA #ISL-540 OR BODINE #LP600 b. THE PRINTOUT SHALL BE BASED ON PROVIDING MAINTAINED FOOT-CANDLE LEVELS USING MEAN LAMP 4FT T5 1 LAMP 1200 LUMENS IOTA ISL-540 OR BODINE #LP600 O EQUAL BY: - LUMENS AND A LIGHT LOSS FACTOR, AS DIRECTED BY THE ENGINEER OF RECORD. 3FT T5 1 LAMP 850 LUMENS IOTA #ISL-540 OR BODINE #LP600 C. THE PRINTOUT SHALL SHOW ANY ADDITIONAL ENERGY AND/OR ENERGY COSTS, FOR A TEN YEAR 2FT T5 1 LAMP 700 LUMENS IOTA #ISL-540 OR BODINE #LP600 = PERIOD, AS COMPARED TO THE ORIGINALLY SPECIFIED ITEM. THE TOTAL COSTS FOR THESE EXPENSES HIGH LUMEN COMPACT FLUORESCENT LAMPS (BIAX)' WILL BE DEDUCTED FROM THE CONTRACT COST. EQUAL BY: C. "?" CHARACTERS IN FIXTURE MODEL NUMBER INDICATE THAT THE FIXTURES ARE SPECIFIED IN A GENERIC 55W BIAX 1 LAMP 1050 LUMENS IOTA #1-320 OR BODINE #LP600STU - - MOUNTING FORMAT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING ALL HANGERS, 50W BIAX 1 LAMP 1050 LUMENS IOTA #1-320 OR BODINE #LP600STU = CLIPS AND NECESSARY HARDWARE TO INSTALL THE FIXTURE IN THE ENVIRONMENT AS SHOWN ON THE 40W BIAX 1 LAMP 1050 LUMENS IOTA #1-320 - NO KNOWN EQUAL 11 - -/- -/- - ARCHITECTURAL PLANS. ALL FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS 36W BIAX 1 LAMP 1050 LUMENS IOTA #1-320 OR BODINE #850 EQUAL BY: - REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL 24W BIAX 1 LAMP 800 LUMENS BODINE #B84CG - NO KNOWN EQUAL CODES. 18W BIAX 1 LAMP 775 LUMENS BODINE #B84CG - NO KNOWN EQUAL - - D. CONFLICTS BETWEEN CATALOG NUMBERS AND FIXTURE DESCRIPTIONS SHALL BE BROUGHT TO THE ATTENTION COMPACT FLUORESCENT LAMPS: _ OF THE ENGINEER, PRIOR TO BID TIME, FOR CLARIFICATION. 70W CFL 1 LAMP 1200 LUMENS BODINE #B75C - NO KNOWN EQUAL EQUAL BY: - - - E. ? 57W CFL 1 LAMP 1160 LUMENS IOTA I 420 OR BODINEB75C CHARACTERS IN FIXTURE MODEL NUMBER INDICATE THAT ALL FIXTURE VOLTAGES SHALL BE VERIFIED BY 32W CFL 1 LAMP 1050 LUMENS IOTA #B84CG I 420 OR BODINE THE CONTRACTOR PRIOR TO ORDERING - SEE DRAWINGS FOR BRANCH CIRCUIT INFORMATION. IT IS POSSIBLE 42W CFL 1 LAMP 1250 LUMENS IOTA # # THAT FIXTURES WILL BE REQUIRED IN VARIOUS VOLTAGES. 26W CFL 1 LAMP 700 LUMENS IOTA �I 420 OR BODINE I-420 OR BODINE B84CG #B84CG 13 E F. ALL FIXTURE FINISHES AND COLORS, UNLESS NOTED AS CUSTOM, SHALL BE SELECTED FROM THE FULL RANGE 18W CFL 1 LAMP 600 LUMENS IOTA #1-420 OR BODINE #B84CG EQUAL BY: OF MANUFACTURERS STANDARD COLOR OPTIONS, AS SELECTED BY THE ARCHITECT. THIS DIRECTION WILL BE 13W CFL 1 LAMP 600 LUMENS IOTA #1-420 OR BODINE #B84CG - PROVIDED IN THE SHOP DRAWING REVIEW PROCESS. ALL FIXTURES INDICATED WITH A CUSTOM COLOR SHALL LED LAMPS: - - BE PROVIDED WITH A CUSTOM COLOR PAINT PER THE ARCHITECTURAL REVIEW COMMENTS OF THE SUBMITTED - SHOP DRAWINGS. BODINE #BSL23/#BSL722 SERIES- NO KNOWN EQUAL EQUAL BY: G. ALL BALLASTS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: TO MAINTAIN UL LISTING OF LED FIXTURE, FIXTURE MANUFACTURER(S) SHALL INSTALL LED EMERGENCY - - 1 . "?" CHARACTERS IN FIXTURE MODEL NUMBER INDICATE THAT THE FIXTURE BALLAST TYPE AND QUANTITY BALLASTS AT THE FACTORY AND OBTAIN A UL LISTING OF THE FIXTURE WITH EMERGENCY BALLAST. - - MUST BE VERIFIED BY THE CONTRACTOR - USING FIXTURE CALLOUT INFORMATION AND FIXTURE SWITCHING FIELD-INSTALLATION OF LED EMERGENCY BALLAST(S) IS PROHIBITED. SHOULD THE SPECIFIED LED CONFIGURATION INFORMATION. IT IS POSSIBLE THAT A SINGLE FIXTURE TYPE COULD BE REQUIRED IN EMERGENCY BALLAST(S) NOT FIT WITHIN A GIVEN FIXTURE(S), CONTRACTOR SHALL INCLUDE ALL COSTS EQUAL BY: - VARIOUS BALLAST CONFIGURATIONS. IN BASE BID TO LOCATE/CONNECT SELF-DIAGNOSTIC MINI INVERTERS) (IOTA #ILS SERIES OR BODINE # ELI-???-SD) REMOTELY FROM THE FIXTURES) IN THE NEAREST ELECTRICAL ROOM. SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES FOR CRITICAL FIXTURE SPECIFICATION AND ORDERING INFORMATION. 2. FLUORESCENT(LIN EAR/COM PACT): EMERGENCY BATTERY PACK NOTES: a. PROVIDE ELECTRONIC, INSTANT START STANDARD BALLAST WITH HIGH POWER G�NOFACTOR, MAXIMUM THD OF 20%, CLASS "A" SOUND RATING, AND ZERO - PROVIDE INTEGRAL TEST SWITCH OPTION FOR ALL EMERGENCY BALLASTS INSTALLED IN DOWN LIGHTS. SUFFIX DEGREE FAHRENHEIT, MINIMUM START-TEMPERATURE RATING. - CONTRACTOR TO VERIFY WITH FIXTURE MANUFACTURER(S) PRIOR TO BID THAT EMERGENCY BALLASTS b. ACCEPTABLE MANUFACTURERS: ADVANCE, SYLVANIA, OR GE. ARE INTEGRAL TO FIXTURE HOUSINGS. SHOULD A BALLAST(S) NOT FIT WITHIN A GIVEN FIXTURE(S), CONTRACTOR SHALL INCLUDE ALL COSTS TO LOCATE EMERGENCY BALLAST(S) REMOTELY FROM THE c. ��'V' PROVIDE ELECTRONIC PROGRAM START BALLAST WITH 0.95 MIN. POWER FIXTURE ABOVE THE NEAREST ACCESSIBLE CEILING.SUFFIX FACTOR, MAXIMUM THD OF 10%, CLASS "A" SOUND RATING, AND ZERO - PROVIDE "DL" OPTION IN ALL DAMP LABEL INSTALLATIONS. DEGREE FAHRENHEIT, MINIMUM START-TEMPERATURE RATING. d. ACCEPTABLE MANUFACTURERS/MODEL FAMILY: - EMERGENCY BALLASTS SHALL PROVIDE NOT LESS THAN 90 MINUTES OF FIXTURE OPERATION. ADVANCE OPTANIUM, SYLVANIA QUICKTRONIC PROFESSIONAL, OR GE ULTRASTART 4. ALL RECESSED DOWNLIGHTS SUPPLIED WITH A BATTERY PACK SHALL BE PROVIDED WITH AN INTEGRAL WHERE AN OPTANIUM, QUICKTRONIC PROFESSIONAL OR ULTRASTART BALLAST IS NOT MANUFACTURED COMBINATION TEST SWITCH / CHARGING INDICATOR LIGHT - MOUNTED INSIDE THE REFLECTOR. REMOTE �0 Date Description FOR A PARTICULAR LAMP(S) PROVIDE: TEST SWITCH / CHARGING LIGHTS ARE NOT ALLOWED. THE TEST SWITCH / CHARGING INDICATOR LIGHT SHALL BE SECURELY ATTACHED TO THE REFLECTOR WITH 18" OF SLACK LEADS FOR EASY REMOVAL OF ADVANCE CENTIUM, SYLVANIA QUICKTRONIC HIGH EFFICIENCY, OR GE PROLINE BALLASTS. THE REFLECTOR ASSEMBLY. 3. MASTER-SATELLITE / INBOARD-OUTBOARD SWITCHING: 5. BATTERY PACKS ALL SHALL BE PROVIDED WITH A COMBINATION TEST SWITCH / CHARGE LIGHT. a. WHERE FIXTURES ARE INDICATED WITH TANDEM WIRE CONNECTION, A MASTER-SATELLITE BALLAST I. ALL EXIT SIGNS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION CODE CONFIGURATION SHALL BE PROVIDED THAT ACCOMMODATES THE INDICATED IN-BOARD / OUT-BOARD AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY HARDWARE SUCH THAT ALL SWITCHING CONFIGURATION. EXIT SIGNS ARE INSTALLED IN AN APPROVED VISIBLE LOCATION. THE CONTRACTOR SHALL VERIFY CHEVRONS AND NUMBER OF FACES PER EXIT SIGN WITH ARCHITECTURAL REFLECTED CEILING PLAN. ANY DISCREPANCIES b. SINGLE STAND ALONE FIXTURES IN THE SAME SWITCHING ZONE AS TANDEM WIRED FIXTURES SHALL BE BETWEEN EXIT SIGNS DEPICTED ON ARCHITECTURAL AND ELECTRICAL PLANS SHALL BE BROUGHT TO THE PROVIDED WITH MULTIPLE BALLASTS TO ACCOMMODATE THE INDICATED IN-BOARD / OUT-BOARD ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. SWITCHING CONFIGURATION. J. ALL TRACK LIGHTING FIXTURES SHALL BE PROVIDED WITH THE APPROPRIATE TRACK SYSTEM WHICH SHALL c. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING THE APPROPRIATE BALLAST INCLUDE ALL MISCELLANEOUS COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. TRACK LENGTH SHALL TYPE AND QUANTITY - BASED UPON THE FIXTURE CALLOUT INFORMATION AND SWITCHING BE PER DRAWINGS. � CONFIGURATION. K. "?" CHARACTERS IN THE FIXTURE MODEL NUMBER INDICATE A FIXTURE OPTION THAT THE CONTRACTOR MUST 0 4. STEPPED DIMMING FLUORESCENT (LINEAR): IDENTIFY PRIOR TO ORDERING / PROVIDING SUBMITTALS. N a. PROVIDE ELECTRONIC, PROGRAM START, STEPPED DIMMING BALLAST L. PROVIDE A SUBMITTAL / SHOP DRAWING SUBMITTAL PER THE GENERAL PRODUCT REQUIREMENT SECTION FOR cc 1 b "b" SUFFIX (0%-50%-100%) WITH 0.95 MIN. POWER FACTOR, 10% MAXIMUM THD, EACH FIXTURE TYPE INCLUDING BALLAST(S). ANY LIGHTING FIXTURES SUBMITTAL SUBMITTED WITHOUT SPECIFIC d CLASS A SOUND RATING, 100% OUTPUT BALLAST FACTOR BETWEEN 0.84 - FIXTURE(S) BALLAST INFORMATION SHALL BE REJECTED AS INCOMPLETE. IN ADDITION, SEE GENERAL LAMP 0 1 .00, AND 50 DEGREE FAHRENHEIT MINIMUM START-TEMPERATURE RATING. SCHEDULE NOTES FOR SEPARATE LAMP SUBMITTAL REQUIREMENTS. N BALLAST SHALL BE COMPLIANT WITH APPLICABLE ENERGY CODE. M. PROVIDE LAMPING PER LAMP SCHEDULE. b. ACCEPTABLE MANUFACTURERS: N UNIVERSAL, PHILIPS ADVANCE, OR SYLVANIA N. SOCKETS SHALL BE GENERAL ELECTRIC, BRYANT, OR EQUAL, WHITE, TWIST-TURN CONTACT TYPE. PUSH CONTACT TYPE SOCKETS WILL NOT BE ALLOWED. 5. CONTINUOUS DIMMING FLUORESCENT(LINEAR/COM PACT): 0 0. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND INDIVIDUALLY SUPPORTED IN ACCORDANCE WITH APPLICABLE a. PROVIDE ELECTRONIC CONTINUOUS DIMMING BALLAST WITH HIGH POWER FACTOR, MAXIMUM THD OF INDUSTRY AND SAFETY STANDARDS AND ALL NATIONAL AND LOCAL ELECTRICAL AND SEISMIC CODES. FIXTURES 20%, CLASS "A" OR BETTER SOUND RATING, BALLAST FACTOR (BF) AS INDICATED, AND 50 DEGREE SHALL BE FURNISHED AND INSTALLED WITH ALL REQUIRED MOUNTING DEVICES, HARDWARE AND ACCESSORIES. FAHRENHEIT RATING. BALLAST MUST BE COMPATIBLE WITH DIMMER AND/OR DIMMING SYSTEM. ISeal/Signature 6 CONTINUOUS DIMMING BALLAST SHALL BE IDENTIFIED / PROVIDED AS FOLLOWS: P. LOCATIONS OF FIXTURES SHALL BE PER THE ARCHITECTURAL REFLECTED CEILING PLAN AND SHALL BE COORDINATED AT TIME OF ROUGH IN. CONFLICTS BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN AND LLI DIM 1% - �c LUTRON #H3D SERIES BF = 1.0 (T8/T5/T5HO) THE ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, PRIOR TO o LUTRON #HL3 SERIES BF = 0.95 (T4T/T4Q) ORDERING FIXTURES. w = DIM 5% LUTRON #H3D SERIES BF = 1.0 (T8/T5/T5HO/T5TT) Q. CONTRACTOR TO INCLUDE FIVE MINUTES OF AFTER DARK AIMING/ADJUSTING TIME (TWO HOURS MINIMUM) FOR C ?d LUTRON #EC3 SERIES BF = 0.95 (T4T/T4Q) ANY ADJUSTABLE FIXTURE AND FOR EACH INDIVIDUAL FIXTURE HEAD OR LAMP HOLDER IN A MULTI-FIXTURE / LLI MULTI-LAMP ASSEMBLY. FIXTURES TO BE AIMED/ADJUSTED PER THE DIRECTION OF OWNER, ARCHITECT, AND DIM 10% - �e LUTRON #EC5 SERIES BF = 0.85T8/1 .OT5 (T8/T5/T5HO/T5TT) ENGINEER. LUTRON #EC3 SERIES BF = 0.95 (T4T/T4Q) X R. ALL POLE MOUNTED FIXTURES, POST MOUNTED FIXTURES, AND BOLLARDS SHALL BE PROVIDED WITH A DIM LV - of ADVANCE #MARK 7 (0-1OV) BF = 1.0 (T4T/T4Q) STRUCTURAL FOOTING AS DETAILED ELSEWHERE IN THE DRAWINGS. THE CAPITAL LETTER ADJACENT TO THE (T8/T5/T5HO/T5TT)) FIXTURE SYMBOL(S) INDICATES THE FOOTING TYPE - SEE ELECTRICAL DETAILS FOR MORE INFORMATION. 0 DIM 2-WIRE - �g LUTRON #2W SERIES BF = 0.85 (Tg)) S. "NO KNOWN EQUAL" LIGHTING FIXTURE PRICING/BIDDING NOTES IProiect Name Ln ,__1LLI 1. EACH FORMAT. A PERURE UNITED AS MATERIAL OCOST SHALLLWN UAL" ON THIS BE PROVIDED FOR PROJECT EACHHNO KNOWN EQUAL"FXTURE. 1499 MONROVIA - TENANT b. EQUAL BY ADVANCE, UNIVERSAL OR SYLVANIA QUICKTRONIC. NSIS PRICE TAL.LATIONSHALL THEINCLUDE LAMPS AS FIXTURE PRICE QUOTEDLAS WILLALL BE OUTILEZED ,REQUIRED TOMATERIALS DRAwNG APPROVAL, FOR IMPROVEMENTS 6. HIGH INTENSITY DISCHARGE (HID): "ADDING" AND/OR "DELETING" ANY QUANTITY OF THE FIXTURE. LLI Project Number / a PROVIDE HID BALLASTS WITH HIGH POWER FACTOR, ENCAPSULATED CORE & 2. A UNIT COST SHALL BE SUBMITTED FOR EACH "NO KNOWN EQUAL" FIXTURE. SUBMIT THE PRICING AS 1 NO SUFFIX COIL TYPE, CORE & COIL TYPE, OR F-CAN TYPE, WITH CLASS "A" OR PART OF THE BID FORM ON A SEPARATE 8-1/2" X 11" SHEET AS FOLLOWS: 07.3117.000 v BETTER SOUND RATING UP THROUGH 175W AND CLASS B ABOVE 175W / THROUGH 40OW, AND ZERO DEGREE FAHRENHEIT MINIMUM "NO KNOWN EQUAL" LINE ITEM/ START-TEMPERATURE RATING. ELECTRONIC HID BALLASTS SHALL BE UTILIZED FIXTURE TYPE PER UNIT MATERIAL COST IDescription 0 FOR METAL HALIDE LAMPS 150W OR LESS. ALL NEW METAL HALIDE LUMINAIRES WITH 150W TO 50OW LAMPS PROVIDED ON THE PROJECT SHALL 1 2 $ XXXXX XXXXX/EACH EACH LIGHTING FIXTURE SCHEDULE BE EQUIPPED WITH PULSE START BALLASTS TO COMPLY WITH SECTION 1602, CCR TITLE 20 APPLIANCE EFFICIENCY STANDARDS. 3 $ XXXXX/EACH 3. FAILURE TO SUBMIT A LINE ITEM FOR EACH "NO KNOWN EQUAL" FIXTURE MAY RESULT IN THE REJECTION, REFUSAL, OR NON-ACCEPTANCE OF THE CONTRACTORS BID. T. "NO EQUAL - OWNER STANDARD" LIGHTING FIXTURE PRICING/BIDDING NOTES: IScale n 1. FIXTURES IDENTIFIED AS "NO EQUAL - OWNER STANDARD" ARE TO BE PROVIDED AS SPECIFIED. NTS 2. SUBSTITUTIONS ARE STRICTLY PROHIBITED. Y Ln E5. 01 O 0 N 2014 Gensler 0 N EL 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States PROFESS/ON J. MgT�Fi O LU n m No. E16601 4FCTR�CC `P F OF CAQ- tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 949.751.5800 www.tklsc.com Greg Pursley-Electrical tk1sc Job#:2014-0531 �0 Date Description z N N cc 0 N Ni 0 Seal/Signature Ln w N c� w z N o IlPromect Name Ln W 1499 MONROVIA - TENANT IMPROVEMENTS LLI Project Number Q TITLE 24 GENERAL NOTE 07.3117.000 / cn CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH FINAL INSPECTION AND APPLICABLE Description a ACCEPTANCE REQUIREMENT PROCEDURES. INCLUDE ALL COSTS IN THE BASE BID. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO CONSTRUCTION INSPECTION, MEASUREMENTS, MONITORING, FUNCTIONAL TESTING, CALIBRATING, INTERIOR LIGHTING TITLE 24 ETC. CONTRACTOR SHALL ASSUME THE ROLE OF "FIELD TECHNICIAN" AND "RESPONSIBLE PERSON" AS DEFINED IN STATE OF CALIFORNIA 2013 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL SECTION 13.2.2. SEE STATE OF CALIFORNIA 2013 BUILDING ENERGY EFFICIENCY STANDARDS SECTIONS 10-103(0)3A AND 10-103(a)3B AND SECTION 130.4 FOR MORE INFORMATION. oScale SEE STATE OF CALIFORNIA 2013 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL CHAPTER 13 FOR MORE DETAILED REQUIREMENTS / INFORMATION. NTS SEE STATE OF CALIFORNIA 2013 BUILDING ENERGY EFFICIENCY STANDARDS RESIDENTIAL COMPLIANCE MANUAL CHAPTER 2 FOR MORE DETAILED REQUIREMENTS / INFORMATION. PROVIDE COMPLETED INSTALLATION CERTIFICATES) AND CERTIFICATE(S) OF ACCEPTANCE AS REQUIRED TO THE E5mO2 SATISFACTION OF THE ENFORCEMENT AGENCY. 0 0 N 2014 Gensler 0 N 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURENEWPORT BEACH, CA 92663 SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES FOR FIXTURES 24" MAX. WEIGHING LESS THAN 56 LBS AND/OR LESS THAN 4'X 4'(LxW). PROVIDE 2 ALL DEVICES IN IMMEDIATE ADDITIONAL FIXTURE SUPPORT WIRES FOR A TOTAL OF 1 WIRE PER CORNER PER PROXIMITY EACH TO OTHER TOP OF CONTROL TOP OF CONTROL FIXTURES GREATER THAN 56 LBS AND/OR 4' X 4'(LxW). SHALL ALIGN VERTICALLY AND OR OUTLET OR OUTLET VIA HORIZONTALLY 2' X 4' FIXTURE SHOWN—. ---, TYPICAL OF A DETAIL IS TYPICAL FOR VARIETY OF 2'X2', 1 'X4' AND MOST TROFFER FIXTURE OTHER RECESSED Gensler SUPPORT WIRE TROFFER FIXTURES. CONNECTION TABS. X j M M 4675 MacArthur Court Tel 949.863.9434 j - X - Suite 100 Fax 949.553.1676 � � Newport Beach, CA 92660 �- United States BOTTOM OF CONTROL PROVIDE MIN. OF 3 0 Fi E z OR OUTLET COMPLETE TURNS OF WIRE NO MORE THAN 1 .5" LONG (TYP). O LO PROFESS/pNq FINISHED FLOOR FINISHED FLOOR ��a �� J. M �F #10 TEK SCREWS LOCATED AT OPPOSITE ------- \� MAIN RUNNERS c��G�P 9To��m CORNERS OF RUNNERS THRU INTEGRAL MOUNTING HEIGHT OVER OBSTRUCTIONrn FIXTURE SUPPORT TABS — ONE SCREW No. E16601 SHOWN FOR CLARITY. USE OF UL—LISTED ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. ACCESSORY FIXTURE SUPPORT TABS PROVIDED CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS srgF4FCTR�GP��P BY FIXTURE MANUFACTURER MAY BE USED IF FINISHED FLOOR DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS PRIOR TO DEVICE ROUGH—IN. F OF ACCEPTABLE WITH THE LOCAL AHJ. SCREWS � CONFLICTS � C � MOUNTING HEIGHT CONSPECIFICITY ARCHITECTURAL I FDESIGN PLANS SHALL NOT EXTEND INTO THE BODY OF THE 3" MAX & SPECIFICTONSSHLLBE CAUSE FOR THE CONTRACTOR TO ISSUEA FORMAL WRITTEN RI FOR FIXTURE AS THIS MAY DISTORT FIXTURE BODY RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN CREATING LIGHT LEAKAGE. ADDITIONAL COST TO THE OWNER — CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. tk sc FIXTURE SUPPORT DETAIL 2 DEVICE ALIGNMENT & MOUNTING HEIGHT DETAILS 1 COLLABORATIVE SCALE: NTS SCALE: NTS 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 UL—LISTED TOP—MOUNT T—BAR FASTENER 949.751.5800 www.tklsc.com AND CONDUIT FASTENER AT FOUR (4) Greg Pursley-Electrical LOCATIONS WHEN IN GRID CEILINGS. tk1 sc Job#:2014-0531 INDEPENDENT FIXTURE SUPPORT WITH #12 AWG STEEL WIRE CONNECTOR UL—LISTED CONDUIT FASTENER SCREWED INTO SEE STRUCTURAL ATTACHED TO PERMANENT STRUCTURE, TYP. 2 PLACES. SEE ARCHITECTURAL METAL STUD FRAMING WITH #8 SELF— TAPPING DETAILS FOR DETAILS FOR ADDITIONAL REQUIREMENTS FOR PROPER MOUNTING / BRACING / METAL SCREWS AT FOUR (4) LOCATIONS. ADDITIONAL FASTENING OF THIS ITEM. REQUIREMENTS FOR PROPER MOUNTING / PROVIDE #12 AWG STEEL BRACING / FASTENING CABLE SWAY BRACING AS OF THIS ITEM. REQUIRED TO LIMIT FIXTURE UU UU SWAY WHEN FIXTURES CAN GENERIC DOWN LIGHT FIXTURE IMPACT AN OBSTRUCTION WITHIN ASSEMBLY — DETAILS WILL VARY PROVIDE MIN. OF 3 GENERIC DOWN LIGHT FIXTURE JACK CHAIN A 45' RANGE OF MOTION IN BASED ON SPECIFIC DOWN LIGHT COMPLETE TURNS OF SUPPORT ALL DIRECTIONS. ATTACH FIXTURE MFGR—PROVIDED ASSEMBLY — DETAILS WILL 12 AWG MIN. DIRECTLY TO LIGHT FIXTURE T—BAR SYSTEM WIRE NO MORE THAN SUPPORT BRACKET — ADJUST VARY BASED ON SPECIFIC AND TO PERMANENT3 LONG (TYP). DOWN LIGHT SUPPORT WIRE FIXTURE MFGR—PROVIDED AS REQUIRED FOR FLUSH TWO "V" HOOK STRUCTURE. SEE STRUCTURAL ATTACHED TO SUPPORT BRACKET — ADJUST FIXTURE TRIM INSTALLATION. CHAIN HANGERS� DETAILS FOR ADDITIONAL PERMANENT AS REQUIRED FOR FLUSH J—BOX J—BOX PER 4FT. FIXTURE REQUIREMENTS FOR PROPER STRUCTURE — NOT FIXTURE TRIM INSTALLATION. MOUNTING / BRACING / TO BE USED FOR FASTENING OF THIS ITEM. FIXTURE SUPPORT. JIF B e PROVIDE MIN. OF 3 'hT :r COMPLETE TURNS OF PROVIDE *U OF . U- WIRE NO MORE THAN 3 COMPLETE U 3 LONG (TYP). TURNS OF WIRE NO MORE THAN GENERIC STRIP LIGHT FIXTURE SUSPEND AT LEAST 1 .5" LONG (TYP). COORDINATE LENGTH OF EMPTY CONDUIT THRU COORDINATE TERMINATION OF CEILING MATERIAL / FLANGE WITH ASSEMBLY — DETAILS WILL 8'-0" ABOVE FINISHED T—BAR RUNNER TERMINATION OF FIXTURE—MOUNTED SUPPORT BRACKET. LENGTH OF GYP BOARD CEILING CONTRACTOR FOR A CLEAN INSTALLATION. FLANGED DOWN CEILING MATERIAL CONTRACTOR MAY ELECT TO USE FIXTURE LIGHT SHOWN FOR CLARITY, TRIMLESS FLUSH DOWN LIGHTS, IF VARY BASED ON SPECIFIC FLOOR. U.O.N. / MAN T—BAR RUNNERS EMPTY CEILING PROVIDED ON PROJECT, REQUIRE ADDITIONAL FINISH DETAILING. FIXTURE. T—BAR CEILING FLANGE WITH CEILING CONDUIT BY TILES CONTRACTOR FORA IN LIEU OF CONDUIT SO LONG AS CONTRACTOR. METAL STUD COORDINATE REQUIREMENTS WITH DRYWALL CONTRACTOR PRIOR TO CLEAN INSTALLATION. RUNNERS ARE SPECIFICALLY DESIGNED TO FRAMING BID & AGAIN PRIOR TO ROUGH—IN. CONNECT TO GRID CEILINGS. FIXTURE SUPPORT DETAIL 5 DOWN LIGHT FIXTURE SUPPORT DETAIL (T—BAR) 4 DOWN LIGHT FIXTURE SUPPORT DETAIL (HARD LID) 3 SCALE: NTS SCALE: NTS SCALE: NTS UL LISTED GRID CEILING BOX HANGER (ARLINGTON, ERICO/CADDY, B—LINE OR EQUAL) AS REQUIRED TO ACCOMMODATE WHEN LOCATED IN ACCESSIBLE GRID TEE AND BOX DEPTH. WHEN REQUIRED BY THE APPLICATION, PROVIDE ADJUSTABLE OR DEEP BOX HANGER TO CEILING — SEE GRID CEILING BOX ACCOMMODATE DOUBLE DEEP BOXES, SPEAKER BACK BOXES, SECURITY CAMERA BACK BOXES, LIGHT FIXTURES, CORD SUPPORT DETAIL FOR ADDITIONAL DROPS, ETC. U.O.N. GRID CEILING BOX HANGERS SHALL BE LISTED TO SUPPORT 25 LBS MINIMUM BUT NOT MORE THAN REQUIREMENTS. 50 LBS. IN NO CASE SHALL THE BOX WEIGHT RATING BE EXCEEDED BY THE DEVICE BEING SUSPENDED. SCREW GRID J—BOX CEILING BOX HANGER TO GRID RUNNER WITH #10 TEK SCREWS (4 PER GRID HANGER ARM). GRID CEILING BOX HANGERS USED TO SUPPORT CEILING FANS SHALL BE UL LISTED FOR THIS PURPOSE WITH CODE—COMPLIANT J—BOXES FOR SUPPORTING FANS AND SHALL SUBSTITUTE JACK CHAIN IN LIEU #12 AWG FIXTURE SUPPORT WIRE. (ARLINGTON, CEILING. B—LINE OR EQUAL). �0 Date Description INDEPENDENT FIXTURE SUPPORT WITH #12 AWG STEEL WIRE ALL STRAIN RELIEF DEVICES S.O. CORD (TYP). WHEN SO CORD SHALL BE THREADED INTO CONTAINS 3 OR MORE CURRENT CONNECTOR ATTACHED TO PERMANENT STRUCTURE. SEE BOXES WITH A HUB TO CARRYING CONDUCTORS (ANY ARCHITECTURAL DETAILS FOR ADDITIONAL REQUIREMENTS FOR PROTECT THE CONDUCTORS COMBINATION OF HOT AND/OR PROPER MOUNTING / BRACING / FASTENING OF THIS ITEM. AGAINST STRAIN PER NEC NEUTRAL CONDUCTORS) — ALL 314.23(H). CONDUCTORS SHALL BE INCREASED ONE GAUGE SIZE ABOVE REQUIRED T—BAR SYSTEM PROVIDE MIN. OF 3 BRANCH CIRCUIT SIZE OR AS SUPPORT WIRE COMPLETE TURNS OF REQUIRED FOR COMPLIANCE WITH NEC ATTACHED TO WIRE NO MORE THAN TABLE 400.5(A) OR MORE STRINGENT PERMANENT 3 LONG (TYP). PROVISIONS OF STATE OR LOCAL STRUCTURE — NOT ELECTRICAL CODES WHERE ADOPTED. TO BE USED FOR FIXTURE SUPPORT. PERMANENT LABELS INDICATING PROVIDE MIN. OF O O PANEL # & RECEPTACLE TYPE KELLUMS OR EQUAL CORD GRIP FITTING n 3 COMPLETE BY E.C. SEE SPECIFICATIONS CONSISTING OF LIQUID TIGHT ALUMINUM TURNS OF WIRE FOR ADDITIONAL REQUIREMENTS. FITTINGS AND DELUXE/DOUBLE NO"MORE THAN STAINLESS STAINLESS STEEL CORD GRIP (TYP). 1 .5COORDINATE TERMINATION OF e 00 T—BAR RUNNER CEILING MATERIAL / FLANGE WITH CEILING CONTRACTOR FOR A 0 O RECEPTACLE(S), QTY AND NEMA T—BAR CEILING CLEAN INSTALLATION. CONFIGURATION PER PLAN, IN DEEP TILES CAST W.P. BOX WITH STAINLESS COVER PLATE. HUNG AT +36" A.F.F — U.O.N. N _ GRID CEILING BOX SUPPORT DETAIL (T—BAR) DROP CORD SUPPORT MOUNTING DETAIL 6 o SCALE: NTS SCALE: NTS r� w Seal/Signature Q W 0 0 n, w z 0 Project Name W 1499 MONROVIA — TENANT IMPROVEMENTS Project Number 0 a 07.3117.000 / cn Description DETAILS 0 Scale NTS T) ET01 0 0 N 2014 Gensler 0 N 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 SECTION 16010 GENERAL ELECTRICAL SPECIFICATIONS 1.1 WORK INCLUDED: C. Identification nameplates for new switchgear, switchboards, distribution boards, distribution 1.11 MAINTENANCE, SERVICING, INSTRUCTION MANUALS AND WIRING DIAGRAMS d. All stainless steel and nylon device plates shall be engraved using a rotary engraving J. Disconnect Switches: panels, panel boards & motor control centers shall be attached with switchgear process except for black lettering on stainless steel device plates which may be _ - - A. This specification shall apply to all phases of work hereinafter specified, shown on drawings, manufacturer-provided screws via switchgear manufacturer factory pre-drilled holes. A A. Prior to final acceptance of the job, the Electrical Contractor shall furnish to the Owner at accomplished via laser etching process. All lettering shall be 3/16" high. Provide a 1. Non fusible or fusible, heavy duty, externally operated horsepower rated, 600V A.C: or as required to provide a complete installation of electrical systems for this project. Work facto o tion to rivet identification name lates to the a ui ment is onl acce table if least four (4) copies of operating and maintenance and servicing instructions, as well as dimensioned submittal drawin detailin a t ical device face late with en ravin Provide NEMA 3R, lockable enclosures for all switches located on roof tops, in wet or rY P P q P Y P 9 9 YP P 9 9• required under this specification is not limited to just the Electrical drawings. Refer to screw-fastened nameplates are not an available option from the switchgear manufacturer. four (4) complete wiring diagrams for the following items or equipment: damp areas and in any area exposed to the elements. Architectural, Structural, Landscape, and Mechanical/Plumbing drawings as well as all other Field drilling or other mechanical attachment methods that change/void the NEMA or NTRL G. Weatherproof Outlet Covers/Assemblies: All Receptacles identified as weatherproof on the „ „ „ drawings applicable to this project, which designate the scope of work to be accomplished. ratin of the enclosure are strict) forbidden. 1. Lighting control systems/dimming systems. drawings shall be weather-resistant, tamper-resistant, GFCI type and equipped as follows: 2. Fusible switches shall be Class R when 600A or less, and Class L when greater than The intent of the Drawings and Specifications is to provide a complete and operable g Y 2. Fire Alarm S stem. 600A. electrical s stem that includes all documents that area art of the Contract. D. Identification name lates for transformers, ransfer switches, y 1. T e WP-A: Recessed wall box with a hin ed, lockable, cast aluminum, self-closin Gensler y p p t disconnect switches, enclosed YP g g' 3. Am era e, horse ower, volts e, and number of oles er drawin s: All shall be clear) circuit breakers switches, inverters, UPSs, PDUs, RDCs, SPDs, li htin control anels, dimmin 3. Transformers. gasket-equipped door that is wet location-listed rainti ht while in use'. Unit shall P g P g P P g y 1. Work Included: Furnish labor, material, services and skilled su ervision necessa for the / g g P g com I with NEC, or CEC where ado ted, Article 406.8(A) and (B). UON on drawings, marked on the switch nameplate. P ry panels, door-releasing system panels, terminal cabinets and all circuit breakers/fuses in P y P construction, erection, installation, connections, testing, and adjustment of all circuits and switch ear switchboards distribution boards distribution anels UPS out ut circuit breakers 4. Switchgear, switchboards, distribution boards, motor control centers, panel boards, and provide a minimum of 2 separate compartments suitable for installation of power 4. Provide the Owner's roject mann er with one 1 s are set of fuses and two 2 sets 4675 MacArthur Court Tel 949.863.9434 electrical a ui ment s ecified herein, or shown or noted on Drawin s, and its deliver to g P P bus ducts; com lete with overcurrent device information. rece tacles, AV or communications outlets. Additional) unless otherwise noted on P g ( ) P ( ) q P P g y PDUs, PDU sub-feed circuit breakers, and motor control centers shall be attached to the P P y� of fuse clips/fuses for every set of fuses on the project. Suite 100 Fax 949.553.1676 the Owner complete in all respects ready for use. a ui ment b self-adhesive backin inte ral to the name lates. When a ui ment is located drawings, provide the following: New ort Beach, CA 92660 q P y g g P q P 5. Lighting inverters, UPSs, PDUs, generators, transfer switches, SPD systems. P 2. The electrical Work includes installation or connection of certain materials and a ui ment outdoors, provide nameplates without self-adhesive backing and attach to equipment using K. Fuses: q p a. A 20A Weather-resistant, tamper-resistant, GFCI duplex receptacle in the first United States furnished by others. Verify installation details, installation and rough-in locations from weather-rated, UV-resistant epoxy. In all cases, clean surfaces before applying identification B. All wiring diagrams shall specifically cover the system supplied. Typical drawings will not be compartment. Provide branch circuiting per plans. 1. Provide fuses at all locations shown on the Drawings and as required for supplemental the actual equipment or from the equipment shop drawings. nameplates parallel to equipment lines. accepted. Four (4) copies shall be presented to the Owner. protection: b. A blank metal plate suitable for field installation of power, AV or communications B. Electrical Drawings: Electrical Drawings are diagrammatic, and are intended to convey the E. Warning Placards, as required by General Single Line Diagram Notes for multiple power 1.12 INTERRUPTION OF SERVICES/SERVICE SHUTDOWN devices in the second compartment. a. Fuses shall be manufactured by Bussman, Shawmut or equal. scope of work, indicating intended general arrangement of equipment, conduit and outlets. sources, or instruction placards, as required for all kirk-key interlock schemes, all UPS b ass rocedures or as re uired elsewhere in the lans s ecifications shall be en raved A. Any interruption of electrical services, electrical circuits, electrical feeders, signal systems, c. Where indicated on lans as re uirin data, AV, or other low volts a service outlet, b. All fuses shall be the roduct of a sin le manufacturer. Follow Drawings in laying out Work and verify spaces for installation of materials and YP P q P / P g P q g 9 P 9 1 2" hi h with white letterin on a red back round usin the same material s ecified for communication systems, fire alarm systems, etc., required to perform work shall meet the rovide min. 3 4"C.O. with ull strin routed from the second com artment to equipment based on actual dimensions of equipment furnished. / g g g g P s ecific rior-a roval re uirements of the Owner. Such work shall be scheduled with the P / P g P 2. Main and Feeder Protection: PROFEssio identification nameplates with a self-adhesive backing. Warning/instruction placards shall be P P PP q nearest low voltage pull box. Where shown mounted in a building wall, any �,a � J. Nq� 1.2 QUALITY ASSURANCE attached to the face of the a ui ment direct) related to the lacards. Provide a formal Owner to be performed at the Owner's convenience. blank unused com artment shall be a ui ed minimum 3 4 C.O. with ull strip ��P� M�T0 C. q P y P / P q PP / P g a. Protective devices rated greater than 600A: Provide Bussman Hi-Cap fuses, Class L, � v placard submittal for review by the Engineer prior to ordering any warning/instruction B. Interru tions outs es of an of the Owner's s stems and services mentioned above shall be routed to the nearest accessible ceiling space. current-limitin havin an interru tin ratio of 200,000A RMS. w �, m A. Desi n, manufacture, testin and method of installation of all a aratus and materials P / g y y g, g P g g g g PP placards. In all cases, clean surfaces before applying warning/instruction placards parallel to scheduled to occur durin other than the Owner's normal business hours. An overtime costs � No. E16601 � furnished under requirements of these specifications shall conform to latest publications or equipment lines. shall be borne b the Contractor. y d. See wiring device section of this specification for additional wiring device plate cover b. Protective devices rated 600A or less: Provide Bussman Class R fuses, Class RK standard rules of the following: y labeling requirements. series current-limiting fuses, having an interrupting rating of 200,000A RMS. * yt F. Receptacles that are part of a UL-listed under floor computer room whip assembly, ceiling C. See drawin s for an additional re uirements re ardin outs es, interru tion and an � �, 1. Institute of Electrical and Electronic Engineers - IEEE and/or cable/ladder tray-mounted receptacles used in lab, manufacturing, commercial tem orar services re uired. q g g g P y e. 1 key minimum per device (minimum of 2 per project) to the Owners project 3. Motor Protection: sTgF4ECTR�CP.P 2. National Electrical Manufacturers' Association - NEMA kitchen environments or that are serving telcom/data/AV racks and cabinets shall have P y q manager upon completion of project. rF of cAQ- identification nameplates located on the wiring device plate cover. Nameplates shall be PART 2 - PRODUCTS f. Custom color owder coat finish as selected b Architect - Include all costs in base a. Where rating of protective device is greater than 60OA: Provide Bussman Hi-Cap 3. Underwriters' Laboratories, Inc. - UL self-adhesive, P Y fuses, Class L, current-limitin havin an interru tin ratio of 200,000A RMS. 3/32" thick Micarta with beveled edges, engraved 1/4" high white lettering on bid for same. g' g P g g black back round with servin ower source, circuit identification and NEMA IEC rece tacle 2.1 MATERIALS 4. National Fire Protection Association - NFPA g g P / P b. Where rating of protective device is 600A or less: Provide Bussman Class RK series type. Use of two (2) separate nameplates per device plate cover is acceptable. Affix A. Materials and Equipment: All electrical materials and equipment, including custom-made g. In locations with sufficient wall depth, provide 6" wide x 6" tall x 5-1/2" deep current-limiting fuses, having an interrupting rating of 200,000A RMS. 5. Federal Specifications - Fed. Spec. nameplates to be visible when plugs are occupying receptacles. equipment, shall be new and shall be listed by Underwriter's Laboratories (UL) and bear recessed wall box (C.W. Cole #TL310 WCS K1 CUSTOM COLOR). s c their label or be listed and certified b a National) Reco nized Testin Lab NRTL that is c. Where fuses feeding motors are indicated, but not sized: It shall be the 6. American Societ for Testin and Materials - ASTM G. See wiring device section of this specification for additional wiring device plate cover labeling y y g g ( ) h. In locations utilizing shallow stud walls construction or other walls of insufficient C O L LA B O R AT I V E y g requirements. also recognized by the local Authority-Having-Jurisdiction (AHJ). depth, provide 10-3/4" wide x 7-3/8" tall x 3-7/8" deep recessed wall box (C.W. responsibility of the Contractor to coordinate the fuse size with the motor to provide proper motor running protection. 7. American National Standards Institute - ANSI Cole #TL310-WCS-SH-K1-CUSTOM COLOR). 15231 Laguna Canyon Road,Suite 100 H. See drawings for panel board schedule directory installation requirements. B. Switchgear/Switchboards/Distribution Boards/Motor Control Centers: d. When rejection type fuses are specified (Class RK series) the fuse holder of all Irvine,California 92618 8. National Electrical Code - NEC 1. See eneral sin le line dia ram notes on drawin s for more information. i. See drawings for additional details. switches s ecified in other Sections shall be suitable for the fuses rovided. 949.751.5800 www.tklsc.com I. See conduit installation section of this specification for conduit labeling requirements. g g g g ( P ) P 9. National Electrical Safety Code - NESC 1.7 FINAL INSPECTION AND ACCEPTANCE C. Panelboards - Branch Circuit: 2. Type/Subscript WP-B: Wet location-listed raintight while "in use" cast copper-free L. Cable Tray, Flexible Cable Tray and/or Cable Runway: Greg Pursley-Electrical aluminum lockable cover with baked aluminum lacquer finish and one-gang, tk1sc Job#:2014-0531 10.Insulated Cable Engineers Association - ICEA 1. See drawings for panel board schedules and specifications. weather-resistant, tamper-resistant GFCI receptacle. Hubbell WP26E series. 1. See drawings for Cable Tray, Flexible Cable Tray and/or Cable Runway specifications. A. After all requirements of the Specifications and/or the Drawings have been fully completed, Pol carbonate covers are unacce table. Unit shall com I with NEC, or CEC where 1 1. American Institute of Steel Construction - AISC representatives of the Owner will inspect the work. Contractor shall provide competent D. Transformers: y P P y M. Uninterru tible Power S stems UPS personnel to demonstrate the operation of any item or system to the full satisfaction of adopted, Article 406.8(A) and (B). Contractor shall powder coat cover assembly to a P Y ( ) 12. State and Municipal Codes In Force In The Specific Project Area each representative. 1. See drawings for transformer schedules and specifications. custom color where receptacle locations are deemed by the Architect to be in 1. See drawings for UPS schedules and specifications. aesthetically sensitive or public spaces. Custom color as selected by Architect. 13. Occupational Safety and Health Administration (OSHA) B. Final acceptance of the work will be made by the Owner after receipt of approval and E. Lighting Fixtures: N. Power Distribution Units (PDU): 14. Electronics Industries Association/Telecommunications Industry Association (EIA/TIA) recommendation of acceptance from each representative. 3. Type WP-C: (C.W. Cole #TL310-WCS-PED-ADA-K1-CUSTOM COLOR or #TL310-WCS 1. See drawings for lighting fixture and lamp schedules and additional specifications. -PED-KI-CUSTOM COLOR) pedestal device box with a hinged, lockable, cast aluminum, 1. See drawings for PDU schedules and specifications. 15. California Electrical Code where ado ted 1.8 RECORD DRAWINGS Furnish, install, and connect a lighting fixture at each outlet where a lighting fixture type self-closing, gasket-equipped door that is wet location - listed raintight while "in use". ( P ) s mbol desi Hated on tans is shown as bein installed. Each fixture shall be Unit shall com I with NEC, or CEC where ado ted, Article 406.8 A and B . UON on 0. Generator Systems: A. Drawin s of Record: The Contractor shall rovide and kee u to-date, a com lete record y ( g P ) g P y P ( ) ( ) 16. Local Authority Having Jurisdiction (AHJ) Published Electrical Standards and Codes (as g P P P- P complete with all required accessories including sockets, glassware, boxes, spacers, drawings, provide a minimum of 2 separate compartments suitable for installation power 1. See drawings for Generator schedules and specifications. applicable). set of drawings. These shall be corrected daily and show every change from the original mounting devices, fire rating enclosure and lamps. receptacles, AV or communications outlets. Additionally, unless otherwise noted on Drawings. This set of prints shall be kept on the job site and shall be used only as a drawings, provide the following: P. Transfer Switches: B. Perform Work in accordance with the National Electrical Code a licable buildin ordinances record set. This shall not be construed as authorization for the Contractor to make 2. Ballasts: See li htin fixture schedule notes. All nois ballasts shall be re laced at no P, 9 9 9 Y P and other applicable codes, hereinafter referred to as the "Code.' The Contractor shall changes in the layout without definite instruction in each case. Upon completion of the cost to the Owner. a. A 20A weather-resistant, tamper-resistant, GFCI duplex receptacle in the first 1. See drawings for Transfer Switch schedules and specifications. comply with the Code including local amendments and interpretations without added cost to work, a set of reproducible Contract Drawings shall be obtained from the General Contractor compartment. Provide branch circuiting per plans. the Owner. Where Contract Documents exceed minimum requirements, the Contract and all changes as noted on the record set of prints shall be incorporated thereon with 3. Lamps: See lamp/fixture schedule and lamp/lighting fixture schedule notes. Q. Lighting Control/Dimming Systems: Documents take precedence. Where code conflicts occur, the most stringent shall apply black ink in a neat, legible, understandable and professional manner. Refer to the F. Wirin Devices: b. A blank metal plate suitable for field installation of power, AV or communications 1. See drawin s for Li htin Control and or Dimmin S stems schedules and s ecifications. unless variance is approved. Supplementary General Conditions for complete requirements. g devices in the second compartment. g g g / 9 Y P 1. Provide wiring devices indicated per plan. Devices shall be specification grade. c. Where indicated on plans as requiring data, AV or other LV outlet, provide min. 2. Wall box dimmers shall be rocker-type as manufactured by Lutron (no known equal 1. Comply with all requirements for permits, licenses, fees and codes. The Contractor, at 1.9 APPROVALS, EQUALS, SUBSTITUTIONS, ALTERNATIVES, NO KNOWN EQUAL Acceptable manufactures are Leviton, Pass & Seymour and Hubbell. Provide all similar 3/4"C.O. with pull string routed from the second compartment to nearest low voltage except as noted below). Dimmers and dimmer faceplates shall match the color of Contractor's expense, shall obtain all permits, licenses, fees, special service costs, A. Approvals: Where the words (or similar terms) "approved", "approval", "acceptable", and devices of same manufacturer, unless indicated otherwise. All device colors shall be pull box. adjacent switches and faceplates. Dimmers and dimmer faceplates in wood finished inspections and arrangements required for Work under this contract, unless otherwise "acceptance" are used, it shall be understood that acceptance by the Owner, Architect and selected from the full range of manufacturer standard color options as selected by the areas shall generally be black unless otherwise indicated by the Architect. The specified. Architect. This direction will be provided in the shop drawing review process. d. See wiring device section of this specification for additional wiring device plate cover Contractor shall obtain written approval of the Architect regarding final dimmer and Engineer are required. labelin re uirements. dimmer face late color selection rior to orderin material. Multi le dimmers switches 2. Comply with requirements of the applicable utility companies serving this Project. Make ,� �� . " >� a. Wirin Devices Decors g q P P 9 P / all arrangements with utility companies for proper coordination of Work. B. Equal: Where the words (or similar terms) equal , approved equal , equal to , or equal g ( ) shall be ganged together with a common cover plate. Provide dimmers as follows: by , or equal" and equivalent' are used, it shall be understood that these words are ?�� e. 1 key minimum per device (minimum of 2 per project) to the Owners project 1) Convenience Receptacle #16252-. . . manager upon completion of project. a. Incandescent: Lutron DIVA DV-10P or DV-103P (3-way) 1.3 GENERAL REQUIREMENTS followed by the expression "in the opinion of the Owner, Architect, and Engineer". For the 2 Dedicated Receptacle 16352-??? (1000 Watt max.) purposes of specifying products, the above words shall indicate the same size, made of the 3� Convenience I.G. Rece tacle 16262-IG-??? f. Include all costs in base bid for ADA version (22.5 tall) of pedestal box. Prior to A. Guarantee: Furnish a written guarantee fora period of one-year from date of acceptance. same construction materials, manufactured with equivalent life expectancy, having the same 4 Dedicated IG Recepta e 16362-IG-??? ordering material, contractor shall coordinate with architect and/or AHJ to determine b. Electronic Low Voltage: Lutron DIVA DVELV-300P or DVELV-303P-(3-way) B. Wherever a discrepancy in quantity or size of conduit, wire, equipment, devices, circuit aesthetic appearance/style (includes craftsmanship, physical attributes, color and finish), and 5� Convenience G.F.C.I. Receptacle 7599-??? which pedestal box locations do not require ADA compliance and may be changed to (300 Watt) breakers, etc., all materials , arises on the Drawin s and or in the S ecifications, the the same performance . 6 Dedicated G.F.C.I. Rece tacle 7899-??? the standard 11.5" tall version of the edestal box. ( ) 9 / P ) P # ( ) P c. Ma netic Low Volta e: Lutron DIVA DVLV-10P or DVLV-103 3-wa Contractor shall be responsible for providing and installing all material and services required C. Substitution: For the ur oses of s ecif in roducts, "substitution" shall refer to the 7) Convenience Hospital Grade Receptacle #16252-HG?-??? g g P ( Y) by the strictest condition noted on Drawings and/or in Specifications to ensure complete and submittal of a productpnot explicitly app ovedpby the construction documents/specifications. 8) Dedicated Hospital Grade Receptacle #16352-HG?-??? g. Custom color powder coat finish as selected by Architect. Include all costs in base (800 Watt max.) o erable s stems as re uired b the Owner and En sneer. 9 Tam er Resistant Convenience Rece tacle TDR15-??? bid for same. P Y q Y 9 ) P P # d. Fluorescent (3-Wire): Lutron DIVA DVF-103P (single/away, 8A ® 120V) or 1. Substitutions of specified equipment shall be submitted and received by the Engineer ten 10 Tamper Resistant Dedicated Receptacle #TDR20-??? h. See drawings for additional details. DVF-103P-277 (single/3way, 6A ® 277V) C. All Core Cutting, Drilling, and Patching: (10) days prior to the bid date for review and written approval. Regulatory Agency 11 Tamper Resistant GFCI Receptacle #T7899-??? 1. For the installation of work under this Section, the aforementioned shall be erformed approval for all substitutions will be the sole responsibility of the contractor. To receive 12)Weather/Tamper Resistant GFCI Receptacle #W7899-T?? 4. Type/Subscript WP-D: Damp location-listed (not-raintite-in-use) cast copper-free, pad e. Fluorescent (0-10V): Lutron DIVA DVN with PP-???H Power Pack P consideration, re uests for substitutions must be accom anied b documents roof of 13 Convenience Sim lex Rece tacle 16251-??? lockable, die-cast aluminum cover with baked aluminum lac uer finish and one an under this Section of the Specifications and the Concrete section of the Specifications. q P Y ry P P P q g g f. Fluorescent Lutron DIVA DVFTU-5A3P with Lutron H.P. module where its equality with the specified material. Documentary proof shall be in letter form and 14 Dedicated Simplex Receptacle 16351-??? GFCI receptacle. Hubbell/rayco 502?/503? Series. Polycarbonate covers are _ 2. No holes will be allowed in an structural members without the written a roval of the identif the s ecified values materials alon side ro osed a ual values materials. In 15 Recessed Clock Rece tacle 5361-CH-??? Non-Decors unacce table. Unit shall com I with NEC, or CEC where ado ted, article 406.8 a and (Lutron Tu Wire): required. Y PP Y P / 9 P P q / P ( ) P P Y P ( ) Project's Structural Engineer. addition, catalog brochures and samples, if requested, must be included in the submittal. 16 Single Pole Switch 5621-2-??? (b). Custom color powder coat finish as selected by Architect. Include all costs in g. LED (0-10V): Lutron DIVA DVN with PP-???H Power Pack ONLY PRE-BID APPROVED PRODUCTS, ISSUED VIA A FORMAL BID ADDENDUM TO ALL 17 Double Pole Switch 5622-2-??? base bid for same. 3. For penetrations of concrete slabs or concrete footings, the work shall be as directed in BIDDERS, WILL BE ALLOWED ON THE PROJECT. REGARDLESS OF THE APPROVAL ON ANY 18 Three Way Switch 5623-2-??? h. Screw Base CFL/LED: Lutron DIVA DVCL-153P the Concrete Section of Specifications. SUBSTITUTION, ALL BIDS SHALL BE BASED ON THE PRODUCTS EXACTLY AS SPECIFIED. 19 Four Way Switch 5624-2-??? H. Motor Controllers/Starters: See drawings for motorized equipment schedules and 4. The Contractor shall be responsible for patching and repairing surfaces where he is PRICING FOR EACH APPROVED SUBSTITUTION SHALL BE INCLUDED IN THE BID SUBMITTAL AS 20�Pilot Light Switch "On" 5628-2-??? specifications. i. Fan Control: Lutron DIVA DVFSQ-F (1.5A @ 120V max, 3 speed, ?? sin le ole, 3-wa A SEPARATE LINE ITEM. 21 Pilot Li ht Switch "Off" 5631-2-. . . 9 P Y required to penetrate for work under this contract. ) g # I. Circuit Breakers. 22)Projection Screen Switch #5657-2-??? 3. Contractor shall verify if dimmer(s) requires derating when ganged. Provide Lutron H.P. 5. Penetrations shall be sealed to meet the rated inte rit of the surface re uired to be 2. In the event that written authorization is given fora substitution after award of contract, 23 Low Volta a Momentar Switch 5657-2-??? 1. Service entrance circuit breakers smaller than 400A frame shall be thermal-ma netic tri 9 Y q ) 9 Y # g p module, Lutron Power Boosters, and/or Lutron Interfaces where required to accommodate atched and re aired. The atched surface shall be ainted or finished to match the the Contractor shall submit to the Engineer quotations from suppliers/distributors of both 24 Ke ed Switch 1221-2L-??? Non-Decors with inverse time current characteristics unless otherwise indicated below. Service P P P P ) Y # ( ) loads higher than dimmers standard or derated load-carrying capacity. existing surface. the specified and proposed equal material for price comparison, as well as a verification 25)Door Jam Switch #1865-??? entrance main circuit breakers and meter main circuit breakers, 400A frame and larger of delivery dates that conform to the project schedule. shall be 100% rated, solid-state type as outlined in this specification. All other service R. Fire Alarm System/Central Monitoring System: D. Verifying Drawings and Job Conditions: b. Use of dedicated receptacles is required where plans depict a branch circuit supplying entrance circuit breakers, 400A frame and lar er, shall be 100% rated, solid-state t e 3. In the event of cost reduction, the Owner will be credited with 100 percent of the only a single simplex or duplex receptacle. Use of controlled receptacles is required as outlined in this s ecification. g YP 1. See drawings for Fire Alarm System or Central Monitoring System specifications. Io Date Description 1. The Contractor shall examine all Drawings and Specifications in a manner to be fully reduction, arranged by change order. where depicted on plans - See controlled receptacle specifications for additional P cognizant of all work required under this Section. 4. The Contractor warrants that substitutions proposed for specified items will fully perform information. 2. All non-service entrance circuit breakers 225A and larger shall be thermal magnetic type S. Surge Protective Device (SPD): 2. The Contractor shall visit the site and verif existin conditions. Where existin the functions re uired. and have continuously adjustable instantaneous pick-ups of approximately 5 to 10 times 1. See drawin s for SPDs ecifications. y g g q 2. I.G. (isolated ground) receptacle bodies shall be of a basic color specified above with an trip rating. Breakers shall have either tamper-resistant rating dials or easily changed g P conditions differ from Drawings, adjustments) shall be made and allowances included for oran a trian le to s mbolize isolated round. all necessary equipment to complete all parts of the Drawings and Specifications. D. Alternates/Alternatives: For the purposes of specifying products, "alternatives/alternates" may g g Y g trip rating plugs with trip ratings as indicated on the Drawings. Rating plugs shall be T. Conduit: be established to enable the Owner/Architect/Engineer to compare costs where alternative 3. H.G. (hospital grade) receptacle bodies shall be of a basic color specified above with a interlocked so they are not interchangeable between frames. Additionally, all non-service 1.4 WORK IN COOPERATION WITH OTHER TRADES materials or methods might be used. An alternate price shall be submitted in addition to green circle to symbolize hospital grade. entrance circuit breakers, 600A frame and larger, located in 480V 3 phase, 3-wire or 1. Galvanized Rigid Conduit rail shall ti full weight threaded type steel. Steel conduit the base bid for consideration. If the alternate is deemed acceptable, written authorization 277/480V, 3 phase 4-wire switchgear, distribution boards, panel boards or busway plugs, shall be protected by overall zinc coating to inside and outside surfaces, applied by the A. Examine the Drawings and Specifications and determine the work to be performed by the will be issued. 4. When shown circuited with an I.G. conductor, all receptacles shall be of the I.G. type. shall be solid state, 100% rated. Breaker shall have built-in test points for testing long hot dip, metallizing, or sherardizing process. electrical, mechanical and other trades. Provide the type and amount of electrical materials As an example, a NEMA L6-30R denoted on the plans and shown circuited with an I.G. delay, short delay and instantaneous, and ground fault (where shown) functions of the 2. Intermediate Metal Conduit IMC shall be hot-di ed alvanized in accordance with UL and equipment necessary to place this work in proper operation, completely wired, tested E. No Known Equal: For the purposes of specifying products, "No Known Equal" shall mean conductor shall be an I.G. version of the receptacle. breaker by means of a 120V operated test kit. Contractor shall utilize a test kit ( ) _ PP g and read for use. This shall include all conduit, wire, disconnects, rela s, and other that the Owner Architect En sneer is not aware of an a uivalent roduct. The Contractor will 1242, and meet Federal Specification WWC 581 (latest revision). y y / / g q P capable of testing all breakers 400A and above - at the Engineer's request. devices for the required operation sequence of all electrical, mechanical and other systems need to submit a "Substitution" item, per the requirements listed above, if a different 5. Wiring devices located in wood finished areas shall generally be black unless otherwise 3. Electrical Metallic Tubing (EMT) shall be zinc-coated steel with baked enamel or plastic or equipment. product is proposed to be utilized. indicated by the Architect. 3. All non-service entrance circuit breakers less than 225A shall be molded plastic case, finish on inside surfaces except as noted below. EMT shall be dipped in a chromic acid air circuit breakers conforming to UL 489. Provide breakers with thermal magnetic trip bath to chemical) form a corrosion-resistant rotective coatin of zinc chromate over B. Provide a conduit-only system for low voltage wiring required for control of mechanical and 1.10 SHOP DRAWINGS/SUBMITTALS 6. Wiring devices located in mirrors shall generally be white with stainless steel cover plates units, and a common tri bar for two- or three- ole breakers, connected internal) to y P g clumbin a ui ment described in this or other arts of the Contract Documents. Install all unless otherwise indicated b the architect. P P y galvanized surface. ontrol ho sings, conduits, and backboxes requ ped for installing conduit to the controls. A. Shop Drawings/Submittals, unless required otherwise by general project specifications or y each pole so tripping of one pole will_automatically trip all poles of each breaker. instructions to bidders, shall be submitted in electronic format (PDF) to include a Letter of 7. In addition to other device requirements listed elsewhere in this specification, 125V (volt), Provide breakers of trip free and trip indicating bolt-on type, with quick-make, 4. Flexible metal conduit shall be constructed of aluminum or hot-dipped galvanized steel > C. Install separate conduits between each heating, ventilating and air conditioning sensing device Transmittal (PDF), which shall give a list of the drawings submitted with dates and/or 15A (amp) and 20A Tamper-Resistant wiring devices shall be provided as follows: quick-break contacts. Provide single two- or three-pole breaker interchangeability. strips wound spirally with interlocking edges to provide greatest flexibility with maximum L_ and its control anel and or control motor. Before installin an conduit for heatin s tem s com onents contained within the submittal. Drawin s and material cut sheets shall Provide padlocking device for circuit breakers as shown on the Drawings. strength. Interior surfaces shall be smooth and offer minimum drag to pulling in P / g y g' y ( ) P g a. In dwellin units er NEC, or CEC where ado ted, Article 210.52. conductors. Used onl as directed in writin b the En ineer with the exce tion of 400 n ventilating and air conditioning control wiring, verify the exact requirements from the control be complete in every respect and edited/marked to indicate specific items being provided. g P P 4. Where a Current Limitin Circuit Breaker CLCB is indicated on drawin s or as re uired y g y g P dia rams rovided with the a ui ment manufacturer's sho drawin s. Printed Hard co ies are not acce table. g ( ) g q Hz feeders and 400 Hz branch circuits which shall be run in flexible aluminum conduit g P q P P g / P P b. In pediatric care areas per NEC, or CEC where adopted, Article 517.18 (C). elsewhere in this specification, provide a U.L. listed current limiting thermal magnetic `� 1.5 TESTING AND ADJUSTMENT B. The sho drawin s submittals shall be marked with the name of the ro'ect, numbered circuit breaker(s) UON An independently operating limiter section within a molded case 5. Liquid-tight conduit (Seal-Tite) shall be galvanized steel flexible conduit as above except P 9 / P J c. In child care or day care facilities. is not allowed. Coordinate CLCB ratio s as re uired to rotect electrical s stem with moisture and oil- roof acket, pre-cut len the and factor -installed fittin s. For consecutively, and bear the approval of the Contractor as evidence that the Contractor has 9 q P Y P � 9 Y 9 � A. Upon completion of all electrical work, the Contractor shall test all circuits, switches, light checked the drawings. Any drawings submitted without this approval will be returned to the d. In wet and/or exterior locations. components on the load side of the CLCB to include, but not limited to, protecting outdoor installations and motor connections only unless otherwise noted on drawings. fixtures, lighting control and dimming systems including distributed systems, UPSs, generators, Contractor for resubmittal. automatic transfer switches, panel boards and lighting control panels. SPDs, lighting inverters, transfer switches, motors, circuit breakers, motor starters) and their 8. Wiring devices shall be listed 'hospital grade", and so identified, in the following locations: 6. Factory assembled, or off-site assembled wiring systems (such as Metal Clad (MC) � auxiliar circuits and an other electrical items to ensure erfect o eration of all electrical C. If the sho drawin s show variations from the re uirements of the Contract because of 5. Where a solid state circuit breaker is indicated on drawings or as required elsewhere in Cable, Type AC Cable, Type NM Cable, Type BX Cable, etc) shall not be used unless It equipment. Y P P standard shop practice or other reasons, the Contractor shall make specific mention of such a. Patient bed locations within general care areas per NEC, or CEC where adopted, this specification, provide a solid state circuit breaker with minimum five function otherwise indicated in the Allowed Specification Deviations Section or Deductive/Additive N variations in the Contractor's letter of transmittal. If the substitution is accepted, the Article 517.18(B). complete with built-in current transformers. The five functions shall be independently Alternate Pricing Section generally located on the symbols list drawing. t- B. Equipment and parts in need of correction, and discovered during such testing, shall be Contractor shall be responsible for proper adjustment that may be caused by the adjustable and consist of Overload/Long Time Amp Rating, Long Time Delay, Short Time immediate) re aired or re laced with all new a ui ment and that art of the s stem shall b. Patient bed locations within critical care areas per NEC, or CEC where adopted, Dela Short Circuit Instantaneous Pick-u but ma also include Shunt Tri and or 7. When approved for use ii the Allowed Specification Deviations Section, generally located y P P q P P y substitution. Samples shall be submitted when requested. Article 517.19 B . y' / p' y P / on the s mbols list drawin MC cables shall be allowed for li htin branch circuits 0 then be retested. All such replacement or repair shall be done at no additional cost to the ( ) Ground Fault if so indicated on the Drawings. Rating plugs shall be interlocked so they y g' g g 03 Owner. D. Only products listed as "Equal" within the contract documents, along with formally approved c. In "other-than-hazardous" anesthetizin locations er NEC, or CEC where ado ted, are not interchangeable between frames. Breaker shall have built-in test points for (homeruns shall be EMT), receptacle branch circuits (homeruns shall be EMT) and w "Substitutions" will be reviewed. Products not conforming to these items will not be reviewed 7 1 g P P testing long delay and instantaneous, and ground fault (where shown) functions of the poke-thru fed systems furniture homeruns. MC shall not be used where exposed, except ISeallSignature C. All circuit(s) shall be tested for continuity and circuit integrity. Adjustments shall be made and will be returned to the Contractor for re-submittal. Article 51 6 (C)(2). breaker by means of a 120V operated test kit. Contractor shall utilize a test kit fora maximum 6' length for final connections to light fixtures, or terminate in electrical for circuits not complying with testing criteria. 9. Wiring device cover plates located on recessed boxes shall be commercial grade nylon. capable of testing all breakers 400A and above, at the Engineer's request panelboards or distribution boards. Equipment ground conductor shall be green. Isolated -0 E. Review comments used in response to shop drawings/submittals are: Plate color shall match wirin device color UON on lans. Cover lates utilized on ground conductor shall be green with yellow stripe. Provide 600V rated aluminum or D. All test reports, including copies of any required Energy Code Acceptance Forms (e.g. CA g P P 6. Ground Fault Interru tin Breakers: Provide with molded lastic case, air circuit breakers, li htwei ht steel interlockin armor Metal Clad MC cable with co er conductors, THHN N Title 24 Acce tance For Code Com Dance Forms should be submitted to the En sneer at 1. "No Exce tion Taken" Product a roved as submitted. surface mounted boxes shall be metal. Plastic cover plates are unacceptable. P 9 P 9 9 9 ( ) PP z P P ) g P PP similar to above with ground fault circuit interrupt capability, conforming to UL Class A, (90 degree C) insulation, and integral equipment grounding conductor and isolated o completion of project. 2. "Furnish as Corrected" Re-submittal not required, although the Contractor shall 10. Except as otherwise noted, all wiring device plates on the project shall be labeled with Group 1. grounding conductor as required. Type AC cable listed for use in patient care areas for 1.6 IDENTIFICATION rovide the submitted roduct with corrections as noted. panel and circuit number(s) utilizing a Brother P Touch labeling system with 1/2 tape non essential electrical system branch circuits per NEC, or CEC where adopted, Article Q P P (yellow on black) or equal by Herman-Tellerman or Panduit. Locate label on the 7. Arc Fault Interrupting Breakers: Provide with molded plastic case, air circuit breakers, 517.13 shall be required in such areas in lieu of MC cable. Type AC and MC cable L_ A. Nameplates shall be provided for unit substations, switchgear, switchboards, distribution 3. "Revise and Resubmit" Re-submittal required with corrections as noted. concealed side of the wiring device plate. Handwritten labels are unacceptable. similar to above with arc fault circuit interrupt capability, conforming to UL 1699 and UL shall not be used for essential electrical system branch circuits. MC cable shall be � boards, distribution panels, panel boards, motor control centers, transformers, transfer Class A, Group 1. Provide on all dwelling-unit circuits supplying bedrooms, sleeping manufactured to Underwriters Laboratories Standard 1569. See Part 3 - Execution in W switches, contactors, starters, disconnect switches, enclosed circuit breakers/switches, 4. "Rejected" Re-submittal required based upon the originally specified 1 1. All new wiring devices indicated to be controlled receptacles shall be NEMA-approved, quarters, etc., as required to comply with NEC, or CEC where adopted, Article 210.12(8) this specification for additional installation requirements. roduct. electrical code-com liant with factor markin s on the face of the rece tacles with the � Inverters, UPSs, PDUs, RDCs, SPDs, lighting control panels, dimming panels, door releasing P P y g P ( ) 8. Tandem or half-sized circuit breakers are not ermitted. system panels, fire alarm/central monitoring terminal cabinets/power supplies/control panels, word "Controlled" and utilize further markings and symbols to indicate which receptacles P 8. Nonmetallic Flexible Tubing (ENT) shall not be used unless otherwise indicated in the F. Shop drawings shall be submitted on the following, but not limited to: on each outlet is/are controlled. Stickers, field-applied markings or other non-permanent 9. Series-Rated Breakers: UL listed series-rated combinations of breakers can be used to Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section and all low voltage system terminal and control cabinets. markin s are not acce table. Where a GFCI rece tacle is re uired to be controlled the eneral) located on the s mbols list drawin . Use of ENT if allowed is strict) limited 0 1. Lighting fixtures, lamps and ballasts. g P P q � obtain panelboard-interrupting ratings shown on Drawings. If series-rated breakers are g y y g y IProlect Name 1. Nameplate inscriptions shall be identical to the equipment designations indicated in plans portion of its respective faceplate above the receptacle shall be engraved with used, switchboards, distribution boards and panelboards shall be appropriately labeled to to use in CMU walls and parking structures decks or as directed in writing by the cc and specifications. Nameplates shall be engraved with the device 2. Switchgear, switchboards, distribution boards, motor control centers, panelboards, and bus Controlled" per the Identification Section of this specification. The Contractor shall indicate the use of series rated breakers. Shop drawing submittal shall include chart of Engineer. See Execution section of this specification for additional installation designation/identification on the top line, source identification for the device on the 2nd ducts; complete with overcurrent device information. provide duplex receptacle outlets in the appropriate configurations necessary to comply UL listed devices which coordinate to provide series rating. requirements. 1499 MONROVIA - TENANT U line per NEC, or CEC where adopted, Art 408.4 and load designation for the device on with applicable energy code requirements for controlled receptacles and as shown on 3. Transformers. 9. Non-Metallic Conduit: the bottom line. Where load designation consists of a branch circuit, omit bottom line. plans. Both receptacles in a duplex outlet maybe required to be controlled or only one 10.Circuit breakers shall be standard interrupting construction. Panelboard shall accept Where device desi nation is not indicated on lans s ecifications, Contractor shall submit of two rece tacles in a du lex outlet ma be re uired to be controlled - see lans for standard circuit breakers u to 225A. IMP ROVE M E NTS U g P / P 4. Fire Alarm System/Central Monitoring System. P P y q P P a. Polyvinyl chloride (PVC) rigid conduit, Schedule 40, Type II for underground installation a written clarification request to the Engineer. additional information. Where only one receptacle in a duplex outlet is required to be onl with solvent welded oints, conformin to UL re uirements, listed for ex osed and w 5. Wiring Devices. controlled, it shall be the lower receptacle. Where an existing duplex outlet is required 1 1.Circuit breaker handle accessories shall provide provisions for locking handle in the on or Y J 9 q P Protect Number o Example: Transformer 1TA to be controlled, provide a new wiring device with the appropriate control configuration off position. direct burial application. Q Source Disconnecting Location: Switchboard MSA located in Rm 1 10 6. Lighting control products/dimming system products. necessary to comply with plans. All controlled receptacles shall be connected to a 12.Shunt tri e ui ed circuit breakers shall be rovided on all elevator feeders. b. Conduit and fittings shall be produced by the same manufacturer. 07.31 1 7.000 N Load: Panels 1 LA & 1 LB P q PP P 7. Pull boxes and underground vaults. branch circuit controlled by an occupancy sensor-based lighting control system. Provide Cn 2. All circuit breakers/fuses in switchgear, switchboards, distribution boards, distribution Pass & Seymour 26???C or 26???CH Series Receptacles or equal. 13. Temperature compensating circuit breaker(s) shall be provided when located in outdoor 10. Fire-rated MC Cable: o anels, UPS out ut circuit breakers, PDU sub-feed circuit breakers and motor control 8. Terminal cabinets. enclosures) or when located in an enclosure subject to high ambient heat due to a. 2-hour fire-rated, of mer insulated 600V MC cable listed and conformin to UL IDescription o P P 12. The following wiring device plates shall have custom engraving: nearb industrial rocesses, etc. P y g 0 centers shall have individual nameplates located immediately adjacent to the respective 9. Lighting inverters, UPSs, RDCs, PDUs, generators, transfer switches, SPD systems. y P 2196 and UL 1569 requirements for installation as an Electrical Circuit Protective device. Nameplate inscription shall identify the downstream equipment or device served a. Key operated switches, switches with pilot lights, and switches for the control of 14.Provide 75 degree Celsius-rated conductor lugs/lug kits as required on all circuit System for use in complying with NEC, or CEC where adopted, Articles 695 and 700. ELECTRICAL DETAIL _0 by the circuit breaker or fuse. 10.Cable tray, flexible cable tray and cable runway. motors, heaters and ventilators. Engraving shall be black and occur on the exposed breakers to accept conductor quantities and sizes shown on drawings. Where adopted, cable sheath shall be suitable for use as a NEC or CEC equipment (1 OF 2) U side of the plate indicating the motor, heater, or ventilator controlled. grounding conductor, and shall be listed for use in wet locations to 90 degrees C B. Identification nameplates, unless otherwise noted (UON), shall be laminated/extruded modified 1 1.Power poles and floor boxes. 15. All circuit breaker terminations shall be suitable for use with 75 degree Celsius ampacity (Raychem or equal). 7, acrylic that is 3/32" thick, UV-stabilized, matte finish, suitable for use in 180 deg F b. Receptacles on optional standby generator and/or UPS power shall have custom conductors. ambient, with beveled edges and engraved white letters 3/8" high, minimum, on 1-1/2" 12. Arc flash, short-circuit, and coordination studies. engraved plates with the words 'Generator" or "UPS" in black letters. In addition, b. Cable connectors shall be brass MC connectors. � high black background (utility/normal and optional standby power systems) for single line of 13. All other products called out on drawings that call for shop drawing submittal. where located in telecommunications closets, IDFs, server rooms, data centers, labs 16.Circuit breakers serving Fire Alarm or Central Monitoring panels and power supplies shall F text. Where two lines of text are required, provide min. 2" high nameplate. Where three (wet, dry or electronic) indicating panel board and circuit number. be red in color and lockable in the "ON" position. IScale lines of text are required, provide min. 2.5" high nameplate. Provide white letters on red � background for all NEC, or CEC where adopted, Article 517 essential power systems, Article c. For Health Care Facilities, provide custom engraved device cover plates, for all NTS 700 Emergency Systems, Article 701 Legally required standby systems and Article 708 COPS. devices, indicating panel board and circuit number. Devices served by normal/utility U power circuits shall have black lettering; devices served by essential electrical system power circuits shall have red lettering. Y N E8n01 N 0 N 2014 ensler 0 N EL 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 U. Fittings: CC. Seismic Design, Certification, and Anchoring of Electrical Equipment: 13. PVC conduit shall not be run in walls except where approved by the Engineer prior to h. Where underground conduits sweep into/through slabs, utilize PVC 90 degree sweeps c. Connections to busbar shall be made with dual-rated copper/aluminum one-piece bid in limited instances that may include concrete or CMU walls used in site retaining, that transition, via female PVC adapter to GRC coupling mounted flush in slab. GRC compression lugs. Paralleled conductor connections shall be by mechanical lugs. 1. Condulet type fittings shall be smooth inside and out, taper threaded with integral 1. Contractor shall include all costs in the base bid for labor, materials, all special parking structures, or exterior equipment yard or enclosure walls, etc. couplings shall be 1/2 lap taped with 20 mil tape. If the distance of the conduit insulating bushing and of the shapes, sizes and types required to facilitate installation or inspections and structural engineering design necessary to meet the Seismic Design run between a sweep and the next connecting sweep, pullbox, vault or manhole 3. Thoroughly clean all conduit and wire-ways and see that all parts are perfectly dry removal of wires and cables from the conduit and tubing system. These fittings shall be Requirements for Non-structural Components (Chapter 13, ACE SEI 7-05 Minimum Design 14. Where conductors enter a raceway or a raceway in a cabinet, pull box, junction box, or exceeds 150 ft then the sweep shall be concrete encased. Exceptions: before pulling any wires. of metal, smooth inside and out, thoroughly galvanized, and sherardized cadmium plated. loads for Buildings and Other Structures) as required by IBC, or CBC where adopted, auxiliary gutter, the conductors shall be protected by a plastic bushing type fitting Section 1708 and as related to the installation all electrical equipment furnished under providing a smoothly rounded insulating surface. 1) Communications conduits shown terminating at a finished floor shall have an 4. Install UL approved fixture wire from all lighting fixture lamp sockets into fixture outlet 2. Metallic condulet covers shall have the same finish as the fitting and shall be provided this contract. See S ecific Project Site Seismic Criteria on architectural and or additional 4" hi h GRC ni le a ui ed with a bushin removable conduit lu , or junction box. P J / 9 PP q PP 9• P 9 for the opening of each fitting where conductors do not pass through the cover. structural lans which include Buildin Occu anc Cate or , Seismic Desi n Cate or , 15. Where conduit extends through roof to equipment on roof area, the Contractor shall labelin to and ull ro e. Tie off ull roe to conduit lu P 9 P Y 9 Y g C Y rovide flashin material com atible with the roofin s stem as re uired b the roofin g g P P P P P 9 5. For 20A branch circuit wiring, increase #12 conductors to #10 for 120V circuits longer Desi n Sectral Res onse Acceleration Hei ht factor ratio z h and Site Class. P g P g y q y g than 100 feet and for 277V circuits Ion er than 150 feet. 3. Connector, coupling, hly g t, bushings and caps used with rigid conduit shall be steel, g P P P Fact (P� P r co P s ecifications or as re uired b the Owner's roof warrant This flashin shall be 2 Utilit conduit swee s shall be installed er the re uirements of the res ective g Gensler threaded and thorou hl alvanized. Bushin s shall be insulated. Non-structural Com onent Im ortance Factor I fora articular com onent shall be P q y y• g ) Y P P q P g Y g g determined based on the following criteria: delivered to the roofing Contractor for installation. The actual location of all such roof utility company. 6. Conductor Support: Provide conductor supports as required by codes and recommended 4. UON all interior EMT fittin s, connectors and cou lin s installed in concealed locations, penetrations and outlets shall be verified by the Architect/Owner. Contractor to verify b cable manufacturer. Where re uired, provide cable su orts in vertical conduits and g P g a. I -1.0: Non-life safet Non-structural Com onents in an Occu anc Cate o IV t e of flashin rior to bid and include all costs. i. All PVC conduit shall be glued fora water and gas tight installation. The Contractor y q PP 4675 MacArthur Court Tel 949.863.9434 areas not considered to be wet or damp locations by the AHJ, or areas not subject to P Y� P P Y 9 rY YP 9 P shall use a ro riate solvent on all oints riot to Juin conduit and fittin s provide lower end of conduit with a ventilator. physical damage, shall be steel, zinc or cadmium plated, threadless, compression, steel Facility not required for continued operations of the facility or in any other „ PP P J P g g g Suite 100 Fax 949.553.1676 Occu anc Cate o Facilit where com onent failure will not im air continued 16. All conduit shall be supported at intervals not less than 6 -0 and within 12 from any together. C. Groundin Bondin locking ring type with insulated throat. Where suitable for use, steel set screw fittings P y g ry y P P 9/ 9� Newport Beach, CA 92660 are allowed for trade sizes of 2" and smaller. Insulated throat is not required for operation of the facility. outlet and at each side of bends and elbows. Conduit supports shall be galvanized, All under round conduit work shall conform to the Federal, State and Local Safet United States heavy stamped, two-hole conduit clamp properly secured. J• g y 1. Provide grounding and bonding for entire electric installation as shown on plans, as listed fittings, connectors and couplings 1" and smaller. b. I -1.5: Desi nated Seismic S stems are those non-structural com onents in an Orders or Rules regarding excavations, trenches and related earthwork. For projects herein, and as re uired b a licable codes. Included, but not limited to, are items that Occu anc Cate o IV facilit y exce t as noted above or that area art of an 17. Where conduit racks are used the rack shall consist of two piece conduit clamps in California, refer to the California Code of Regulations, Title 8, Construction Code re uire roundin gbondin : PP 5. All interior and exterior EMT fittings, connectors and couplings, 2" and smaller, installed P Y 9 rY Y ( P ) P Y q 9 9/ 9 in ex osed or concealed locations that are considered b the AHJ to be wet or dam code-defined Critical, Life Safety, Emergency and Legally Required Standby Electrical attached to galvanized steel slotted channels, properly secured via threaded rods attached Sections 1540 and 1541 for additional requirements. P Y P S stem. Additionall those non-structural com onents containin hazardous materials directly to the building structure. a. Conduit, raceways and cable trays. locations, shall be raintite-listed, steel, zinc or cadmium plated, threadless, compression, Y Y• P 9 39.Installation of Metal Clad (MC) Cable (when use is permitted in the Allowed Specification steel lockin rin t e with insulated throat. If raintite-listed, EMT fittin s, connectors shall be classified as Designated Seismic Systems. While Designated Seismic Systems 18. Nail-in conduit su orts, one- iece set screw t e conduit clams or erforated iron for Deviations Section or Deductive Additive Alternate Pricin Section enerall located on the b. Neutral or identified conductors of interior wirin s stem. 9 9 YP 9 PP P YP P P / 9 9 Y 9 Y and cou lin s are unavailable fora iven trade size or if conduit is installed in an area are generally identified on the plans, they may include items such as Generators, su ortin conduit shall not be used. s mbols list drawin PROFESSio P 9 9� PP 9 Y 9)• N subject to damage - provide rigid metallic or intermediate metallic conduits, fittings, Automatic Transfer Switches, UPS units and all associated electrical distribution c. Panel boards, Distribution boards, Switchgear and Switchboards. ��a �\_ J. Mq q�F connectors and cou lin s as re uired. equipment and components necessary for the designated seismic system to form a 19. Seismic Conduit Support: a. Provide J-box above accessible ceiling prior to running MC cable within partitions or �� .�P Tp tiC P g q complete and operable system. The Contractor shall ultimately be responsible for walls. J-box shall be permanently labeled with panel identification and circuit d. Non-current carrying metal parts of fixed equipment. - v 2 m 6. Flexible steel conduit connectors shall be a malleable iron clamp or squeeze type or identifying Designated Seismic Systems. For any electrical component either identified a. All conduit shall be supported in such a manner that it is securely attached to the numbers contained within. � �' steel twist-in type with insulated throat. The finish shall be zinc or cadmium plating. on the plans or determined by the contractor to be a Designated Seismic System, all structure of the building. Attachment is to be capable of supporting the tributary e. Telephone distribution equipment. No. E16601 line and load side electrical distribution systems supporting that Designated Seismic weight of conduit and contents in any direction. Maximum spacing of support and b. Overhead MC cable runs shall generally follow building lines to provide a neat and f. Transformers, Inverters, UPS, PDU, RDC, Transfer Switch and Generator Systems. * yt 7. Conduit unions shall be "Erickson" couplings, or approved equal. The use of running System (including, but not limited to, feeders, panel boards switchboards, braces are to be as follows: workmanlike installation. threads will not be permitted. transformers, all related com onent su orts and attachments, etc. shall be g. Raised Flooring. sTq 4 TR�GP�P P PP ) CONDUIT SIZE MAXIMUM SPACING c. Provide code-sized J-boxes to accommodate MC cable splicing in general. For rF of ca��F� V. 600V Conductors - Wire and Cable: considered a part of the designated seismic system for the purposes of 1/2" to 3" 6'-0" systems furniture poke-through feeds utilizing MC cable, transition from MC cables to h. Exposed metal in maintenance holes, hand holes. code-compliance and seismic certification. 3-1/2" to 4" 8'-0" conduit and wire near the panelboard in the TI accessible ceiling space on the floor 1. All conductors shall be copper. Provide stranded conductor for #10 AWG and larger or below the anel board via code-sized utters . Utilize UL listed, insulated barrier i. Lightning Protection Systems and antennas. when makin flexible connections to vibratin machine Use com ression "fork" t e c. z/h - Height factor ratio: See plans for respective equipment locations. 20. All conduit runs shall be installed arallel or er endicular to walls, structural members, P g ( ?o g g ry• P YP P P P strips with recessed screw heads (Ideal #89-6. . series or equal) fastened within the Metal i in installed in or attached to a buildin structure. connectors or transition to solid conductors when connecting to switches, receptacles, 2. Provide a delegated-design submittal for each of the following seismic-restraint systems or intersection of vertical planes and ceilings. Field made bends and offset shall be gutter(s), terminate MC conductors on one side of the strip(s) and individual J P P 9 9/ etc. to be used as required: avoided where possible. Crushed or deformed raceway shall not be installed. conductors in conduit from the panel board(s) on the other side of the strip(s). k. Metallically isolated structural steel. S C 2. Type THHN/THWN-2 thermoplastic, 60OV, UL approved, dry and wet locations rated at 90 a. Restraint Channel Bracings consisting of MFMA-4, shop-or field-fabricated bracing 21. Open knockouts in outlet boxes only where required for inserting conduit. Label each terminal strip(s) with panel designation. Label each phase conductor with C O L LA B O R AT I V E circuit number using wire markers (ideal or equal). Wire nuts are not an I. Metallically isolated underground metal water piping. degrees Celsius, for conductors of all sizes from #12 AWG up to and including 1000 assembly made of slotted steel channels with accessories for attachment to braced 22. Locate wall outlet of the same type at same level in all rooms, except where otherwise acceptable alternative to the terminal strips in these underfloor transition locations. 15231 Laguna Canyon Road,Suite 100 kcmil. RHH/RHW insulation is allowed only to provide an Electrical Circuit Protective com onent at one end and to buildin structure at the other end, with other �, m. Elevator hydraulic piston/lift case. S stem to com I with NEC, or CEC where ado ted, Articles 695 and 700. P g noted. Provide (1) spare 3/4 conduit from each gutter to its respective panelboard. Irvine,California 92618 Y P Y P matching components, and with corrosion-resistant coating; rated in tension, 2. In multi-occupancy buildings, Contractor shall bond metal water piping systems installed 949.751.5800 www.tklsc.com 3. Wire and cable shall be new, manufactured not more than six (6) months prior to compression, and torsion forces. 23. Outlet boxes on metal studs shall be attached to metal hangers, tack welded or screwed d. MC cable shall not run directly into panelboards, distribution boards or electrical in, under or attached to a building and/or structure serving individual occupancies where installation, shall have size, type of insulation, voltage rating and manufacturer's name b. Restraint Cables consisting of ASTM A 603 galvanized-steel cables. End connections to studs; On wood studs attachment shall be with wood screws, nails are not acceptable. rooms. the piping system(s) are metallically isolated from each other. Per NEC, or CEC where Greg Pursley-Electrical permanently marked on outer covering at regular intervals. made of steel assemblies with thimbles, brackets, swivel, and bolts designed for 24. Recessed boxes shall not be mounted back-to-back in any wall; minimum offset shall e. MC cabling shall be provided with its own code-approved ceiling support wires, cable adopted, ART. 250.104(A)(2) and (4), the bonding conductor shall be sized per Table tklsc Job#:2014-0531 4. Wire and cable shall be factory color-coded by integral pigmentation with a separate restraining cable service; with a minimum of two clamping bolts for cable be 24 inches. hangers, individual spring steel support clips, steel trapeze hangers, threaded rods or 250.122 and connected to the switchboard/panelboard serving that suite/occupancy. color for each phase and neutral. Each system shall be color-coded and it shall be engagement. dedicated #10 AWG drop wire. Cable supports shall be fastened to concrete slabs, 3. Use of Ground Rods: Furnish and install re uired number of 3 4" x 10' co er clad 25. Junction Boxes that do not contain any devices) shall be located in storage rooms, beams, oists or other structural members of the buildin In no case shall MC q / PP maintained throughout. c. Seismic-Restraint Accessories consistin of han er rod han er rod stiffener electrical closets, or above accessible ceilin s, not in hard lid ceilin s or other forms of J g' ground rods to meet specified resistance, all required grounding wires, conduit and g g / g g g cable rest on ceilings, suspended ceilings or structures. Do not support MC cable clam s. The size of the roundin conductors shall be not less than that set forth in 5. S stems Conductor Color Codin assemblies, multifunctional steel connectors for attaching hangers to rigid channel inaccessible ceilings. Place boxes which must be exposed to public view in a location usin ceilin su ort wires. The use of n Ion cable ties to su ort MC cable is not P g g Y g bracin s and or restraint cables, bushin s for floor and wall-mounted a ui ment, a roved b the Owner's Project Mana er. Provide covers or lates to match adjacent g g PP y PP the latest edition of the California Code of Regulations, Title 24, State of California and 9 / 9 q P PP Y J 9 P 1 allowed. NEC (or CEC where adopted), unless otherwise indicated. Rods shall be installed such a. Power 208/120V, 3PH, 4W: anchor bolts, and resilient isolation washers and bushings. surfaces as approved by the Owner's Project manager. f. Use lock or spring nut MC cable fittings. that at least 10 feet of length is in contact with the soil. Where rock bottom is 1) Phase A = Black d. Mechanical Anchor Bolts consisting of drilled-in and stud-wedge or female-wedge 26. Surface mounted pull boxes, terminal cabinets, junction boxes, panel boards etc., shall be encountered, the electrode shall be driven at an oblique angle not to exceed 45 degrees type in zinc-coated steel for interior applications and stainless steel for exterior attached to walls using appropriate screws, fasteners, backing plates, stud blocking, etc., g. Cable runs shall be continuous from wiring device to wiring device - no intermediate from vertical or shall be buried in a trench that is at least 30 inches deep. The upper 2) Phase B Red applications. Select anchor bolts with strength required for anchor and as tested as detailed on architectural and/or structural drawings. If architectural and/or structural splicing j-boxes allowed. end of the electrode shall be flush with or below ground level unless the above ground 3) Phase C = Blue according to ASTM E 488. drawings are not provided on the project, Contractor shall provide all necessary mounting end and the grounding electrode conductor attachments are protected against physical hardware and backin su ort to com I with local buildin code re uirements and an h. When terminating or splicing at a junction, outlet, or switch box, cut the cable with damn e. Unless otherwise noted, connection to the roundin electrode conductor ma 9 PP P Y 9 q Y �� 9 9 9 Y 4 Neutral = White e. Adhesive Anchor Bolts consisting of drilled-in and capsule anchor system containing additional re uirements im osed b the local Authorit -Havin Jurisdiction. an armored cable rotary cutter such that 6 of free conductors remain for be b com ression t e or exothermic rocess connector. Mechanical connectors shall resin and accelerator, or in ected of mer or h brid mortar adhesive. Provides ecific q P y y g connections or s lices. Use screw-in ors rin lock connector and ensure a ro er y P YP p J P Y y P p P g P P not be used. 5) Switchlegs = Purple (Switchlegs shall also be identified separately by LEED-compatible, environmentally-friendly resins and adhesives on all LEED projects. 27. Except where below grade, sleeves shall be installed where conduit passes through bonding by firmly tightening the connector to both the box and cable. Insert an numerical tags). Provide anchor bolts and hardware with zinc-coated steel for interior applications and masonry or concrete walls and shall be 24 gauge galvanized steel no more than 1/2" anti-short bushing at cable ends to protect conductors from abrasion and use 4. Grounding System Connection: stainless steel for exterior applications. Select anchor bolts with strength required greater in diameter than the outside diameter of the conduit. When located in insulated connectors. 6) Travelers = Purple with Black stripe. for anchor and as tested according to ASTM E 488. non-rated structures, caulk conduit sleeve with stone wool. When located in fire rated a. Compression connectors shall be unplated copper, manufactured by Burndy, or structures, provide UL listed fire stopping system. See fire stopping section of this i. MC Cable bend radius shall not be less than seven (7) times the external diameter approved equal, designed specifically for the intended connection. b. Power 480/277V, 3PH, 4W: 3. Submittal shall include design calculations and details for selecting seismic restraints s ecification for additional re uirements. of the cable. , com I in with erformance re uirements, desi n criteria, and anal sis data si ned and P q b. Exothermic weld-type connectors shall be Cadweld manufactured by Erico Products, 1 Phase A = Brown P Y 9 P q 9 Y 9 MC cables assin throu h fire rated walls or floors shall be firesto ed as re uired ora roved a ual desi ned s ecificall for the intended connection. sealed by the contractors structural engineer responsible for their preparation. 28. All boxes shall be covered with outlet box protector, Appleton SB-CK, or similar J• P 9 9 PP q PP q � 9 P Y 2) Phase B = Orange Calculations shall include, but not be limited to, static and dynamic loading caused by device/method to keep dirt/debris from entering box, conduit or panels. If dirt/debris with a UL listed system. See firestopping requirements outlined elsewhere in this e ui ment wei ht, o eration, and seismic and, if a licable, wind forces re uired to does et in, it shall be removed rior to ullin wires. specification for additional requirements. c. Mechanical connectors shall not be used. 3) Phase C = Yellow q P g P PP q g P p g select seismic and, if applicable, wind restraints and for designing vibration isolation k. Installation shall not exceed code re uirements for total current carr in conductors 5. Isolated Ground Receptacles shall have an insulated ground wire connected between the bases. Provide seismic and wind-restraint detailin to su ort s stem selection, 29. All boxes installed outdoors shall be suitable for outdoor installations, gasketed, screw q y g rece tacle and the anelboard isolated round bus. Unless otherwise noted, this round 4) Neutral = Grey g PP y cover, and ainted as directed b the Architect with weather roof aint to match buildin in multiple MC cable runs bundled together into a single MC cable hanger or strap, P P g g arrangement of restraints, attachment locations, methods, and spacings with all P y P p g' unless support device is specifically listed for such purpose. Neutrals shall be wire shall not be grounded at any other point, and shall be distinguished from other 5) Switchlegs Purple (Switchlegs shall also be identified separately by components identified to include their strengths, directions and values of forces 30. All conduit entries to outdoor mounted panels, cabinets, boxes, etc., shall be made using counted as current carrying conductors. ground wires by a continuous yellow stripe. numerical tags). transmitted to the structure during seismic events and association with vibration isolation Myers "SCRU-TITE" hubs Series ST. 6. Provide se arate reen a ui ment round conductor in all electrical racewa s to devices. Sizes of components shall be selected so strength will be adequate to carry I. Maintain MC cable clearance of at least 6" from hot water and any other high P 9 q P 9 Y 6) Travelers = Purple with Black stripe. resent static and seismic loads to accommodate 25% s are future ca acit within 31. Provide n Ion or a 1 8-inch O.D. of eth lene ro e, rated at 250 ounds tensile tem erature i es. Maintain at least 12" clearance between MC cables and effectively ground all fixtures, panels, controls, motors, disconnect switches, exterior P P P Y Y / P Y Y P P P P P ( ) li htin standards, and non current-carr in metallic enclosures. Use bondin um ers, c. Ground Conductors: Green specified loading limits. strength, in all conduits more than 5 feet in length left empty for future use. Not less telecommunication conduits and cables. MC cable shall cross telecommunication g g Y 9 9 J P than 5 feet of rope shall be left at each end of the conduit. Tag all lines with a cables and conduits at right angles. grounding bushings, lugs, busses, etc., for this purpose. Connect the equipment ground d. Isolated Ground Conductors: Green with continuous yellow stripe. 4. Any pre-approval and evaluation documentation shall have a California Office of Statewide plastic tag at each end indicating the termination/stub location of the opposite end of to the building system ground. Use the same size equipment ground conductors as Health Planning and Development (OSHPD) Special Seismic Certification Preapproval (OSP) the conduit. m. MC cabling shall not be run through exposed ceilings, where open grid conditions phase conductors, up through #10 AWG. Use NEC (or CEC where adopted) Table e. Fire Alarm System: As recommended by the manufacturer. demonstrating horizontal and vertical load testing and analysis showing maximum exist, exposed on walls, or exposed to view. See Power Plan and Lighting Plan 250.122 for conductor size with phase conductors #8 and larger, if not shown on the seismic-restraint ratings, by ICC-ES or another agency acceptable to authorities having 32. All multiple conduit runs within suspended ceilings shall be suspended from building General Notes for additional requirements. Drawings. 6. All color-coding for #12 through #6 AWG conductor shall be as identified above. jurisdiction. Ratings based on independent testing are preferred to ratings based on structure by means of unistrut hangers/racks. Conduit shall not be allowed to lay on Conductors #4 AWG and larger shall be identified with utilizing phase tape at each calculations. If preapproved ratings are not available, submittals based on independent ceiling or be supported from ceiling suspension wires or other suspension system. 40.Installation of Electrical Nonmetallic Tubing (ENT) Cable (when use is permitted in the 7. Clean the contact surfaces of all ground connections prior to making connections. termination. testin are referred. Calculations includin combinin shear and tensile loads that Su ort conduit to structure above sus ended ceilin s 8" minimum above ceilin to allow Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section g p ( g g ) PP P g g enerall located on the s mbols list drawin 8. Ductwork: Provide a flexible ground strap, No. 6 AWG equivalent, at each flexible duct 7. No conductors carrying 120V or more shall be smaller than #12 AWG. support seismic-restraint designs must be signed and sealed by a qualified professional removal of ceiling tile. Maintain two inch clearance above recessed light fixtures g y y g)' connection at each air handler, exhaust fan, and supply fan, and install to preclude engineer. a. When a roved for use in the Allowed S ecification Deviations Section or vibration. 8. Aluminum conductors shall not be used. 33. All exposed conduits and support hardware shall be painted to match the finish of the PP P 5. Coordinate the location of embedded connection hardware with supported equipment wall or ceiling to which it is supported. Deductive/Additive Alternate Pricing Section, generally located on the symbols list drawin 1 2 and 3 4 trade size ENT shall be allowed for concealed li htin branch 9• Motors: Connect the ground conductor to the conduit with an approved grounding 9. Wire-pulling compounds used as lubricants in installing conductors in raceways shall only attachment and mounting points and with requirements for concrete reinforcement and g' / / g g bushing, and to the metal frame with a bolted solderless lug. Bolts, screws and be Pol water J . No oil, rease, ra hite, or similar substances ma be used. Pullin formwork s ecified elsewhere in the roject s ecifications. 34. Where conduits or wireways cross seismic joints, provide approved flexible conduit circuits, receptacle branch circuits and miscellaneous signal system circuits within Y 9 9 P Y 9 P P J P connection ora roved ex ansion deflection fittin to allow for dis lacement of conduit concrete floors, walls and columns within arkin structures. washers shall be bronze or cadmium plated steel. of #1/0 or larger conductors shall be done with an approved cable pull machine. Other PP P / 9 P P 9 methods; e.g. using vehicles, and block and tackle to install conductors are not 6. Install flexible connections in runs of raceways, cables, wireways, cable trays, and in all three axes. Connection shall allow for movement in accordance with design of 10.Building grounding system resistance to ground shall not exceed 25 ohms unless buswa s where the cross seismic oints, where ad acent sections or branches are seismic oint. Non-flexible racewa s crossin ex ansion oints or other areas of ossible b. ENT conduit shall meet the requirements of Underwriters Laboratories Standards 1479 acceptable. Y Y J J J Y 9 P J P and 1653, NEMA TC-13, and be UL-listed. otherwise noted and should be confirmed by testing. supported by different structural elements, and where connection is terminated to structural movement shall make provision for 3-way movement at such points by means W. Medium Voltage Conductors (greater than 60OV): equipment that is anchored to a different structural element from the one supporting of expansion/deflection fittings. Fittings shall be installed in the center of their axes of c. All ENT conduit, ENT fittings, ENT boxes and ENT accessories shall be UL listed and D. Line Voltage and Low Voltage Power Supplies to all Mechanical Equipment Including Plumbing, them as they approach equipment. movement and shall not be deflected to make part of a conduit bend, or compressed or manufactured b the same manufacturer so as to form a com lete ENT s stem. Heating and Air Conditioning Units: 1. See drawings for Medium Voltage Cable Schedule and Specifications. extended to com ensate for incorrect conduit len th. Install flexible conduit y P y 7. Install seismic-restraint devices usin methods a roved b OSHPD or an a enc p g ENT systems shall only be used if they are listed for use in fire resistance rated 1. An electric power supply, including conduit, any necessary junction and/or outlet boxes Io Date Description X. Junction and Pullboxes: g pp y g y connection(s) or approved expansion/deflection fittings) complete with ground jumpers. concrete floors and ceilin s with resistance ratio s as indicated elsewhere in the acceptable to authorities having jurisdiction providing required submittals for component. Where necessary, provide approved expansion joints to allow for thermal expansion and g g and conductors and connection shall be furnished and installed by the Contractor for project plans. ENT System shall comply with NEC, or CEC where adopted, Article each item or mechanical a ui ment. 1. For interior dry locations, boxes shall be galvanized one-piece drawn steel, knockout 8. Multiple Raceways or Cables: Secure raceways and cables to trapeze member with contraction of conduit(s). Install expansion joints complete with ground jumpers. 362. q P type, with removable, machine screw secured covers. clamps approved for application by OSHPD or an agency acceptable to authorities having 35. Seal all conduits where termination is subject to moisture or where conduit enetrates 2. Power supplies to individual items of equipment shall be terminated in a suitable outlet urisdis ap J P d. All ENT fittings and ENT boxes shall be concrete-tight listed without the use of tape. or unction box ad acent to the res ective item of e ui ment, ora unction box rovided 2. For outside, damp or surface locations, boxes shall be heavy cast aluminum or cast iron J exterior wall, floor or roof, in refrigerated areas, classified (hazardous areas) and as Additionall , ENT fittin s shall be constructed of hi h-im act PVC and able to resist J J P q p J P with removable, gasketed, non-ferrous machine screw secured covers. indicated on the drawin s. y g g P by the manufacturer or the equipment and directed by the Mechanical Contractor. Allow 9. The contractor shall engage a qualified testing agency to perform tests and inspections g ENT conduit pull out forces of a minimum of 175 lbs. ENT fittings with fewer than sufficient lengths of conductor at each location to permit connection to the individual 3. For in- rade a lications, unction and ull boxes shall be re-cast concrete or molded as listed in other Project Specifications, but as a minimum shall include at least four of 36. Exce t as otherwise indicated on the drawin s or elsewhere in theses ecifications, bends 6 locking tabs for ENT connection shall utilize manufacturer-approved glue as a ui ment without breakin the wire run. 9 PP j P P P 9 P q P 9 each t e and size of installed anchors and fasteners selected b Architect. Schedule additional rotection from fittin conduit se aration. ENT conduit to ri id conduit fiberglass manufactured by Christy, Brooks-Jensen, or Utility Vault Co. Fiberglass boxes YP Y in feeder and branch circuit conduit 2 inches or larger shall have a radius or curvature P 9/ P 9 shall: tests with Owner, through Architect, before connecting anchorage device to restrained of the inner edge, equal to not less than ten (10) times the internal diameter of the transition fittings shall be equipped with set screw fittings on the rigid conduit side 3. The location of all conduit terminations to the equipment is approximate. The exact component (unless post connection testing has been approved), and with at least seven conduit. Except where sweeping vertically into a building where sweep radius equals ten of the fitting. ENT to metal box fittings shall be equipped with a threaded end and location of these conduit terminations shall be located and installed as directed by the a. Be used only in landscape planter areas that are not subject to damage from days advance notice. Obtain Architect's approval before transmitting test loads to (10) times conduit diameter, underground communications and building interconnect lock washer. Mechanical or Plumbing Contractor. lawnmowers, tractors and other machinery. structure. Provide temporary load-spreading members as required. Test to 90 percent conduits 3 inches or larger shall have a minimum 12'-6" radius or curvature of the e. Where tubin enters a box, fittin or other enclosure rovide a bushin or ada ter 4. Provide ower su lies to all lumbin and mechanical a ui ment, includin but not of rated proof load of device. Prepare and submit test and inspections reports. inner ed e. For the servin utilities, radius bends shall be made er their res ective g g' p g p P PP P g q P g b. Not be used in lawn or turf areas. g g p p to protect conductors from abrasion unless the box, fitting, or enclosure design limited to, equipment furnished and installed by Owner or Contractor such as heating and DD.Trenchin and Backfillin Contractor shall be res onsible for trenchin and backfillin Refer specifications. rovides a uivalent rotection. air conditionin a ui ment, pum s, boilers, auto valves and water coolers, etc. The c. Not exceed 11" W x 17" Lin size unless re uired to be lar er to meet code g g� p g g• P q P g q P p q g to applicable trenching and backfilling specifications for complete requirements. 37. Ta all em t conduits at each accessible end with a ermanent to identif in the installation shall produce a complete and operable system. requirements. g P y P g y g f. ENT junction boxes shall have brass screw inserts and shall be rated to support PART 3 - EXECUTION purpose of the conduit, footage end-to-end, and the location of the other end. In wet, lighting fixtures weighing less than 50 lbs. 5. Unless otherwise noted, the Contractor shall furnish and install all conduit, boxes, wires, > 4. All boxes shall be sized for the number and sizes of conductors and conduits entering corrosive outdoor or underground locations, use brass, bronze, or copper 16 gauge tags etc., for line voltage wiring and low voltage wiring. L_ the box and equipped with plaster rings where required. 3.1 PREPARATION AND INSTALLATION secured to conduit ends with #16 or larger galvanized wire. Inscribe on the tags, with g. Concrete tight metal boxes shall be used to support pendant hung fixtures or fixtures 0 5. All boxes located in traffic areas shall be traffic rated. A. Installation of Conduit and Outlet Boxes: steel punch dies, clear and complete identifying information. over 50 lbs. 6. It is the Contractor's responsibility to verify with the drawings of other trades regarding the extent of his responsibility for mechanical equipment. The bid must include a sum Y. Outlet Boxes: 1. All conduit installed in the dry walls or ceilings of a building shall be steel tube (EMT), 38. The following additional requirements shall apply to underground conduits: h. ENT shall be provided in continuous lengths between junction boxes without use of sufficient to cover the cost of the installation. in-line splices or connectors and shall be clearly marked/labeled at least every aluminum tube (EMT), or intermediate Metal Conduit (IMC). Flexible conduit shall not be a. Underground conduit shall be Schedule 40 PVC (polyvinyl chloride) unless otherwise 10-feet. 7. The location of all ower su I connection and or terminations to the mechanical co 1. For fixtures, boxes shall be galvanized, one-piece drawn steel, knockout type equipped used in lieu of EMT, IMC or rigid conduit except as noted herein. indicated elsewhere in these specifications or as required per NEC, or CEC where P PP Y / � with 3/8 fixture studs and plaster rings where required. equipment is approximate. The exact locations of these terminations shall be verified adopted, Article 517.13. i. All ENT conduit containing electrical branch circuits shall contain a code-sized with other trades durin construction. 2. Galvanized rigid conduit (GRC) or intermediate metal conduit (IMC) shall be used as g 0 2. For convenience outlets, wall switches, or other devices, outlet boxes shall be alvanized equipment ground conductor. 9 follows: b. For all communications conduits 2 and larger and feeders 100A or greater, provide E. Prefabricated E ui ment: Installation of all refabricated items and a ui ment shall conform � one-piece drawn steel, knockout type 4" x 4" x 2-1/8" minimum size with plaster rings with a minimum 3', 2,000 LB concrete envelo e, 2" minimum se aration between ENT shall transition to EMT, IMC, RMC, or ri id PVC, as a ro riate or as called out q P P q P � as re uired. a. When noted on the drawin s. ( ) � P J• 9 PP P to the requirements of the manufacturers specifications and installation instruction q g conduits, installed at depth of not less than 24 below grade. (Provide concrete elsewhere in this specification, for all exposed conduits within/on/under a parking pamphlets. Where code requirements affect installation of materials and equipment, the N 3. For locations where standard boxes are not suitable due to number and size of conduit b. When considered exposed to damage by the local AHJ. encasement and/or greater minimum conduit depth as required by the Utility structure. more stringent requirements, code or manufacturer's instructions and/or specifications, shall to be terminated, s ecial boxes shall be desi ned to fits ace or meet other Companies.) Conduit separation within a duct bank shall be maintained using plastic overn the work. P g P c. When installed in wet or dam locations and of a trade size where listed-Raintite s acers located at 5'-O" intervals. Where ower and communication conduits are run k. ENT shall transition to appropriately sized PVC expansion joints) at all structure g Ni requirements and submitted for approval. P P P ex ansion or seismic oints. o fittings, connectors, couplings, etc. are unavailable. in a common trench, a 12" minimum separation shall be maintained between power P J F. Firestopping: o� 4. For exposure to weather, damp locations, or surface mounting, outlet boxes shall be and communication conduits or os required by Utility Companies. Where concrete I. ENT shall be securely fastened and supported every 2 - 3 ft. and within 1 ft. of ISeallSignature w heav cast aluminum or cast iron with threaded hubs; covers shall be waterti ht with d. When required by NEC or CEC Article 517.13 encasement is not re uired b servin utlities for a utilit -onl duct bank, provide 1. The Contractor shall be responsible for furnishing all material, labor, equipment, and y g q y g y y every junction box and fitting to prevent movement and sag. services in con unction with the selection and installation of a com tete, full functionin 0) gaskets and non-ferrous screws. e. When installed in concrete and mason The use of ENT in CMU walls and arkin free draining sand bedding suitable to acheive 95% relative compaction based on J P Y g, ry P r ASTM D1557 usin 6" lifts or directed b Utilit Com an Standards. m. ENT shall be routed strai ht without sa s, or excessive bendin Where bends are code compliant, UL-listed, fire stop assembly/system(s) as required by project conditions. structures ma be allowed onl as directed in writin b the En sneer. Re uest for g y y P y g g g• 0 5. Outlet boxes used for support of ceiling fans shall be galvanized, one-piece drawn steel, Y Y 9 Y 9 q re uired, com I with Table 344.24 of the NEC for minimum radius of bends. 2. Each fire sto assembl s stem shall have an "F" and or "T" rutin as re uired b each Un knockout t e e ui ed with bracin bars & laster rin s where re uired and listed for ENT substitution must be made prior to bid and in accordance with pre-bid c. In all cases, where an conduits ass under a buildin slab or footin the q P Y P Y/ Y / 9 q Y YP o PP 9 P 9 q Y ( ) P 9 9• Number of bends shall not exceed uantit allowed b code where used for ower condition re uirin fire sto �n Each fire sto assembl s stem shall have a current z ceiling fan support use. Such boxes shall be labeled and capable of supporting ceiling substitution request requirements of these specifications. electrical contractor will provide a Bentonite clay or concrete barrier that conforms to q Y Y P q g PP g• P y/ y o and lighting branch circuit and/or feeder conductors. Where utilized for UL listin as indicated in the latest edition of the UL Fire Resistance Director fan weights up to 70 pounds. 3. Intermediate metal conduit IMC , is a roved for use in all locations as a roved for the height and width of the trench excavation extending a minimum of 24 on either communications s stem conductors hones, data cablin , etc. number of bends shall g' Y Q ( ) PP PP Y (P 9 ) Contractor shall verif acce tabilit of all fire sto in methods and s stem selections GRC or EMT and in accordance with NEC, or CEC where ado ted, Article 342. side of the foundation. In all cases, where conduits) pass through a sleeve it a not exceed the a uivalent of 2 90 de ree bends with conduit len th no more than y P y Pll g y v 6. See drawings for floor box installation notes and specifications. P footin or other foundation element, the electrical contractor will rovide a Bentonite q ( ) g g with the authority having jurisdiction prior to installation. The Contractor shall install g P 100 feet without installation of a TIA 569-compliant pull box. each firesto assembl s stem in accordance with the manufacturer's rinted instructions � Z. Plywood Backboards: Where indicated for telephone or communications system terminals or 4. Flexible steel conduit shall only be permitted to be used at light fixture outlets and clay or concrete barrier between the sleeve and the conduits) surrounding the P Y/ Y P W other equipment assemblies, provide backboards of size indicated. Use 3/4" thick x 8' tall connections to vibrating electrical equipment. All flexible steel conduit runs shall be less conduits) for the entire depth of the sleeve. The barrier is required to prevent n. Separation of ENT from fitting(s), excessive sags, or deflections in ENT runs that 3. Each fire sto assembl s stem shall be labeled with fire sto manufacturer-furnished than 6 -0 . All outdoor installation shall be made usin li uid-ti ht flex with a roved assn a of moisture under or throu h the slab or footin via the trench or sleeve. revent ullin of wire and other ENT s stem roduct ors stem installation P Y/ Y P c0 (length per plans), Douglas Fir, void-free, kiln-dried, fire-rated plywood finished on one side 9 q 9 PP P 9 9 9 P P 9 Y P Y label on each side of the fire stopping systems depicting UL number, etc. and prime coat painted on all surfaces with finish coat of enamel paint, color by architect. fittings. Include a separate insulated green ground conductor sized per NEC in each failures/errors shall be corrected by saw cutting and patching as necessary at no conduit. Other uses of flexible conduit shall be allowed onl as a roved in writin b d. Where underground conduit passes under a building slab, concrete encasement may additional cost to the Owner. Use of surface mounted conduits and unction boxes G. House Kee in Pads � Leave one (1) fire-rating stamp/sheet exposed for inspection. Y PP 9 Y J P 9 the Engineer. not be required, except as required above, contact the Engineer for written direction as a repair method is unacceptable. o AA. Terminal Cabinets: prior to omitting any encasement. 1. Provide a minimum 3" high housekeeping pad above finished floor/finished grade for all IProlect Name 5. Flexible liquidtight conduit shall be installed in lieu of the flexible steel; where required o. Empty ENT runs shall be provided with a nylon pull string. floor-mounted switchgear, switchboards, distribution boards, transformers, motor control w 1. Terminal cabinets shall be fabricated of hot di ed alvanized code au a sheet metal b NEC, or CEC where ado ted, in dam and wet location, where ex osed to weather, in e. Underground conduits, which terminate inside buildings) below grade, such as in a centers, etc., flush with the face of the a ui ment. Located in mechanical central PP g g g y P P P q P 1499 MONROVIA - TENANT basement level or which slo a so that water mi ht flow into interior buildin s aces Coordinate installation of racewa with structural steel and other structural members. for flush or surface mounting, complete with barriered sections, a door for each refrigerated area (65 Deg. For less), and/or between seismic joints. All rotating � P g g P � P y plant(s), other mechanical spaces, and located outdoors, pads shall be flush with the face vertical) barriered section, and sizes as indicated on Ian. Doors shall be hin ed and electrical a ui ment shall be su lied with flexible, li uid-ti ht conduit with a ro riate shall be sealed at the point of penetration with a modular conduit seal (Link-Seal or Do not cut, notch or otherwise alter structural members without obtaining approval in of the a ui ment. Confirm ad dimensions with local ins ector rior to formin ad to v Y P 9 q P PP q 9 PP P q P P P P 9 P e ual b Rox S stems . Conduit conduit sealin s stem enetrations of water roofin writin from the Structural En sneer of record. lockable. Locks shall be keyed to match the branch circuit panelboards. Terminal slack and shall not exceed thirty-six (36) inches. Include a separate insulated green q Y Y ) / 9 Y P P 9 9 9 ensure any local code interpretations/conditions are met regarding housekeeping pads. IMP ROVE M E NTS U cabinet trims shall match the branch circuit anels. round conductor sized er NEC in each conduit. Other uses of Ii uidti ht flexible membranes/systems on existing structures shall be completely restored as required to „ P g P q 9 maintain membrane s stem manufacturer and installer warrantee for the installation. q• No more than ith ut ENT conduits may cross each other within a horizontal 2. Unless otherwise noted above, provide a minimum 1-1 2" hi h housekee in ad above conduit shall be allowed as approved in writing by the Engineer on a case by case / Y concrete slab without obtainin a royal in writin from the Structural En sneer of / g P g P IProlect Number j 2. Provide each terminal cabinet with a full size plywood backboard. basis. All conduits shall be provided with a 4% slope away from buildings. All conduits shall 9 PP g g finished floor/finished grade for all interior floor-mounted switchgear, distribution boards, record. be installed such that the water cannot accumulate in the conduit and such that transformers, motor control centers, transfer switches, etc., flush with the face of the 3. Terminal cabinets shall be installed complete with full-length skirts of the same 6. Rigid metallic conduit installed underground or embedded in concrete shall be 1" trade water drains into the nearest manhole, pull box or vault and not into the facility. In g. Installation of 600V Conductors: equipment. All housekeeping pad heights are as measured from finished floor or grade. 07.31 1 7.000 v construction and finish as the terminal cabinet. size minimum and shall be wra ed with 20 mil of vin I chloride lastic to e. PVC instances where rade chan es or elevation differences revent slo in of conduit Confirm ad dimensions with local ins ector rior to formin ad to ensure an local PP P Y � Y P P 9 9 P P� 9 P P P � 9 P Y Cn 4. Where mounted outdoors, terminal cabinets shall be NEMA 3R, weatherproof complete with conduit installed underground or imbedded in concrete shall be 3/4" minimum trade size. away from a building into the nearest manhole, pull box or vault or where 1. All electrical wire, including signal circuits, shall be installed in conduit. code interpretations/conditions are met regarding housekeeping pads. accumulation of water in a manhole, pull box or vault may result in water traveling IDescription -a gaskets and required sealant to prevent moisture from entering the terminal cabinet. 7. Where re uired for rovidin an Electrical Circuit Protective S stem to com I with NEC, 2. All circuits and feeder wires for all s stems shall be continuous from overcurrent 3. Provide a 1-1 2" hi h housekee in ad above finished floor finished for service o q P 9 Y P Y into the facility, conduits shall be sealed internally at each end of each conduit using Y / 9 P 9 P / '> 5. All terminal cabinets and terminal cabinet barriered sections shall be labeled by the or CEC where adopted, Articles 695 and 700, utilize UL Listed 2-hour fire rated, MC conduit sealing bushing, sized as required for the conductors contained within the protective device or switch to terminal or farthest outlet. No joints shall be made equipment. Prior to pad rough in, Contractor shall verify serving utility company s ELECTRICAL DETAIL _0 cabinet or cabinet section use i.e. CAN, Securit , etc. . Labels shall be Micarta t e as cable or UL Listed 2-hour fire-rated RHH/RHW conductors in conduit. conduit O-Z Gedne CSBG 100 si withstand or a ual . In all cases, install lu s except in pull, junction or outlet boxes, or in panel or switchboard gutters. maximum meter height requirements and, if necessary, adjust height of housekeeping pad (� Y ) Yp ( Y # P 9 q ) P 9 C7 s ecified elsewhere in theses ecifications. Unless otherwise noted, all termination blocks or ca s in s are em t conduits at both ends of each conduit Jackmoon or to comply with those requirements. In indoor applications, the pad shall be flush with (2 OF 2) � P P 8. Conduit shall be run so as not to interfere with other piping, fixtures or equipment. P P ( P Y) ( a. Utilize preinsulated "winged" spring type connectors, 3M Compan "Performance Plus" the face of the switch ear. In outdoor a lications, the housekee in ad shall extend a and cables shall be labeled per ANSI/EIA 606 standard. equal) preventing both water and gas from entering the facility via the conduits. #O/B or #R/Y as required for splices and taps in conductors �6 AWG and smaller. g pP P g P 7, 9. The ends of all conduits shall be cut square, carefully reamed out to full size and shall When a s rin connector is used in an under round environment or when subject to minimum of 4 feet from the front of switchgears weatherproof enclosure. Confirm pad BB.Painting: Terminal cabinets, panels, junction boxes, pull boxes, etc., and conduit installed in be shouldered in fitting. f. Include a separate insulated green ground conductor sized per NEC, or CEC where P g g J dimensions with local inspector prior to forming pad to ensure any local code ublic view shall be ainted with colors selected b the Architect to match the sub ect ado ted, in each under round electrical feeder branch circuit. moisture, utilize a 3M Company Scotchcast 3507G epoxy resin connector sealing pack inter �� p p y j p g / pretations/conditions are met regarding housekeeping pads. 0 surface. Refer to painting section of the specifications for additional requirements. 10.No running threads will be permitted in locations exposed to the weather, in concrete or to seal the spring connector. n underground. Special union fittings shall be used in these locations. g. All underground conduits with circuits rated at 40A or greater and all underground 4. All housekeeping pads located in, on, or attached to a building shall be seismically IScale communications conduits shall be rovided with a metallic marker tae located 12" b. Wires #4 AWG and larger AWG shall be joined together as follows: p p braced/connected to the building structure. NTS � 1 1. Where conduit is underground, under slabs or grade, exposed to the weather, or in wet below the finished grade. 1 When located in an under round environment or when subject to moisture, the g J END OF SECTION locations, make joints liquid tight and gas tight. s Ince shall be made with com ression connector and sealed b a 3M, or a ual, P� P Y q 12. All metal conduit in masonry and concrete and where concealed under floor slabs shall PST cold shrink connector insulator. have joints painted with thread compound prior to makeup. 2) When located in an interior environment, the splice shall be made with an Ilsco Y or equal dual rated, insulated splicer-reducer connector or multi-tap . 0 connector-listed for use with 75/90 degree Celsius rated conductors. 0 0 0 N 2014 ensler 0 N EL 1499 MONROVIA IMPROVEMENT PROJECT PIPING MATERIALS: ELECTRIC WATER HEATER 1499M0NR0VIA NEWPORT BEACH, CA 92663 1. SANITARY SEWER AND VENT ELECTRICAL OPER. PIPING BELOW GROUND: SCHEDULE 40 ABS DWV PIPE AND UNIT MANUFACTURER LOCATION SERVICE STORAGE TEMP RISE INLET OUTLET WT. REMARKS FITTINGS WITH SOLVENT CEMENTED JOINTS. NO. & MODEL NO. CAPACITY TEMP 'F TEMP °F KW V 0 HZ LBS. 2. SANITARY SEWER AND VENT PIPING ABOVE GROUND: NO-HUB CAST IRON PIPE & FITTINGS CONFORMING WH DOMESTIC TO THE REQUIREMENTS OF CISPI STANDARD 301, 1 - - HOT WATER _ ASTM A888 OR ASTM A74 WITH TYPE 304 STAINLESS STEEL STANDARD DUTY NO-HUB WH DOMESTIC COUPLINGS. - - Gensler 2 HOT WATER 3. WATER PIPING BELOW GROUND: TYPE 'K' COPPER WITH BRAZED JOINTS. SEE GENERAL NOTE 12. 4. WATER PIPING ABOVE GROUND: TYPE 'L' COPPER WITH LEAD—FREE 4675 MacArthur Court Tel 949.863.9434 SOLDERED JOINTS. SEE GENERAL NOTE 12. Suite 100 Fax 949.553.1676 5. CONDENSATE DRAIN PIPING: TYPE 'M' COPPER WITH DWV FITTINGS & SOLDERED Newport Beach, CA 92660 JOINTS. United States 6. CLEAN DRY AIR, NITROGEN PIPING: SWAGELOK 316L STAINLESS STEEL TUBING AND PUMPS SCREWED FITTINGS. 7. INSULATION OF CONDENSATE DRAIN PIPING: INSULATE ALL INTERIOR CONDENSATE DRAIN PIPING WITH "AP ARMAFLEX" CLOSED-CELL ELASTOMERIC PLENUM RATED FOAM INSULATION. FLAME-SPREAD MOTOR OPER. *v SS/ UNIT MANUFACTURER TDH SCO �� INDEX OF 25 OR LESS & SMOKE-DEVELOPED INDEX LOCATION SERVICE TYPE GPM WT. REMARKS `�� AN Tq fy, �, ti � OF 50 OR LESS. Y2" THICK FOR PIPING Y2" THRU 1", NO. & MODEL NO. FT HP RPM V PH HZ LBS. � G 1" THICK FOR PIPING 1Y4" AND LARGER. CP No. M29973 � 1 B & G SERIES 100 (E) JANITOR DOMESTIC IN-LINE 20 5 1/12 1750 120 1 60 20 ALL BRONZE WITH 7-DAY TIMECLOCK.SEE DETAIL X/P-5.1. * EXP 06-30-16Iv� GENERAL NOTES: �fgTF of cl`v\E 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES , DRAINS AND EQUIPMENT . 2. COORDINATE ALL LOCATIONS , SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH BEAMS , SLABS AND FOOTINGS WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS . tk sc 3. ALL HORIZONTAL WASTE LINES SHALL BE RUN AT A MINIMUM SLOPE OF PLUMBING FIXTURE SCHEDULE LEGEND COLLABORATIVE 1/4" PER FOOT UNLESS APPROVED BY THE BUILDING OFFICIAL. 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 4. COORDINATE AND VERIFY EXACT LOCATION , SIZE , POINTS OF CONNECTION 949.751.5800 www.tklsc.com AND INVERT ELEVATIONS OF UTILITY SERVICE PIPING BEFORE TRENCHING UNIT CONNECTION SIZES Jeff Hall-Plumbing OR INSTALLATION . NO DESCRIPTION TRAP W V CW HW FLOW SPECIFICATIONS AND REMARKS SYMBOL ABBR. DESCRIPTION tk1sc Job#: 2014-0531 5. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION RATE CONSTRUCTION AND THICKNESS WHERE PLUMBING PIPING OR EQUIPMENT WC-1 WATER CLOSET INT. 4" 2" 1" - - S OR W SOIL OR WASTE ABOVE FLOOR OR GRADE IS INDICATED . — 6. THE LOCATION AND ELEVATION OF ALL PLUMBING PIPING SHALL BE VERIFIED S OR W SOIL OR WASTE BELOW FLOOR OR GRADE AND COORDINATED WITH ALL OTHER TRADES , STRUCTURAL CONDITIONS ———————— V SANITARY VENT AND BUILDING CONSTRUCTION PRIOR TO START OF INSTALLATION . 7. ALL VALVES AND COCKS SHALL BE LOCATED TO BE READILY ACCESSIBLE WC-2 WATER CLOSET INT. 4" 2" 1" - - — CW COLD WATER WHERE VALVES ARE INSTALLED WITHIN OR BEHIND WALLS , PARTITIONS OR CEILINGS , AN ACCESS PANEL SHALL BE INSTALLED . SUBMIT SHOP DWG'S TO ICW CW INDUSTRIAL COLD WATER ARCHITECT LOCATING ALL ACCESS PANELS PRIOR TO INSTALLATION OF PIPING. 8. FOR FIRE PROTECTION PIPING SEE FIRE SPRINKLER SHOP DRAWINGS. FIRE SPRINKLER — — HW HOT WATER DESIGN/BUILD CONTRACTOR SHALL COORDINATE HIS WORK DURING SHOP DRAWING PHASE. U-1 URINAL INT. 2" 1X2" -Y4' - - — — — HWR HOT WATER RETURN D D INDIRECT DRAIN LINE U-2 URINAL INT. 2" 1X2" 3/4' - - CD CD CONDENSATE DRAIN PCD PCD PUMPED CONDENSATE DRAIN L-1 LAVATORY 11/2" 2" 92' X2" Y2, — SCD SCD SECONDARY CONDENSATE DRAIN G G FUEL GAS TP TP TRAP PRIMER L-2 LAVATORY 1Y2" 2" 1X2" X2" Y2' - DIRECTION OF FLOW P.G. PRESSURE GAUGE W/PETE COCK S-1 SINK W/GARBAGE DISPOSAL 11/2 2" 2" 1/2" 1/2" - 71 G.C. GAS COCK P.R.V. PRESSURE REDUCING VALVE —pQ— —� G.V. GATE VALVE FCO FLOOR CLEANOUT S-2 SINK W/GARBAGE DISPOSAL 11/2 2" 2" 1/2" 1/2" - WCO WALL CLEANOUT Io Date Description FD-1 FLOOR DRAIN 2" 2" 2" - - - DOWN RISE FS-1 FLOOR SINK 2" 2" 2" - - �I� UNION CM-1 COFFEE MAKER - - - 1/2" - - % 4 SLOPE IN DIRECTION OF FLOW TP-1 TRAP PRIMER - - - 1/2" - - W.H.A. WATER HAMMER ARRESTOR P.O.C. POINT OF CONNECTION SH-1 SHOWER (ADA) 11/2 2" 11/2 1/2" 1/2" - RPBP REDUCED PRESSURE BACKFLOW PREVENTER (E) EXIST. (E) EXISTING EXISTING PIPING TO BE REMOVED EXISTING PIPING TO BE ABANDON R-1 REFRIGERATOR - - - X2" - - ABV. ABOVE A.F.F. ABOVE FINISHED FLOOR DW-1 DISHWASHER - - - - 1/2" A.P. ACCESS PANEL BEH. BEHIND Seal/Signature BEL. BELOW NOTE: CLG. CEILING ALL PIPE, FITTINGS, FIXTURES, ETC. THAT CONTACT POTABLE WATER FOR HUMAN CONSUMPTION SHALL SHOW APPROVAL TO NSF 61, ANNEX "G". EFFECTIVE JANUARY 1, 2010, THE LEAD CONTENT OF THE CONT. CONTINUATION WETTED SURFACE AREA OF THE PIPES, FITTINGS AND FIXTURES CONVEYING POTABLE WATER FOR HUMAN CONSUMPTION, OF NOT MORE THAN 0.25%, SHALL BE DETERMINED PURSUANT TO A PRESCRIBED FORMULA AS DETERMINED BY THIRD PARTY CERTIFIERS TO NSF STANDARD 61, ANNEX "G". REFERENCE Co. CLEAN OUT SECTION 604.10, CALIFORNIA PLUMBING CODE, 2010 EDITION, AND HEALTH & SAFETY CODE SECTION 116875. C.0.T.G. CLEAN OUT TO GRADE F.F.E. FINISHED FLOOR ELEVATION IProiect Name FLR. FLOOR 1499 MONROVIA - TENANT IMPROVEMENTS FR. FROM IProiect Number FU FIXTURE UNITS 07.3117.000 GR GRADE IDescription HDR HEADER LEGEND, SCHEDULES AND NOTES I.E. INVERT ELEVATION O.C. ON CENTER VTR VENT THROUGH ROOF IScale N.T.S P1 . 01 ©2014 Gensler SECTION 15400 - PLUMBING 1499 MONROVIA PART 1 - GENERAL PART 3 - EXECUTION IMPROVEMENT PROJECT 1.01 DESCRIPTION 3.01 LOCATIONS AND SPACE REQUIREMENTS 1499 MONROVIA A. GENERAL CONDITIONS AND NOTES INDICATED ON ARCHITECTURAL DRAWINGS APPLY TO THIS SECTION. A. CONTRACTOR SHALL FULLY INFORM HIMSELF REGARDING PECULIARITIES AND LIMITATIONS OF SPACES NEWPORT BEACH, CA 92663 PROVIDE PLUMBING AS INDICATED, SPECIFIED AND REQUIRED. AVAILABLE FOR INSTALLATION OF WORK UNDER THIS DIVISION. DRAWINGS INDICATE DESIRED LOCATION 1.02 PRODUCT HANDLING AND ARRANGEMENT OF PIPING, EQUIPMENT, AND OTHER ITEMS, AND ARE TO BE FOLLOWED AS CLOSELY A. PROTECTION: TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION AS POSSIBLE. WORK SPECIFIED AND NOT CLEARLY DEFINED BY DRAWINGS SHALL BE INSTALLED AND BEFORE, DURING, AND AFTER INSTALLATION. ARRANGED IN A MANNER SATISFACTORY TO ARCHITECT. IN THE EVENT CHANGES IN INDICATED B. REPLACEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK LOCATION OR ARRANGEMENT ARE DEEMED NECESSARY BY ARCHITECT, THEY SHALL BE MADE BY TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR WITHOUT ADDITIONAL CHARGES PROVIDED THE CHANGE IS ORDERED BEFORE WORK IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. 1.03 LOCATION AND ACCESSIBILITY B. VERIFY ALL SPACES, DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, TENANT OR OWNER-FURNISHED A. VALVES, MOTORS AND OTHER DEVICES REQUIRING SERVICE, MAINTENANCE AND ADJUSTMENT SHALL BE EQUIPMENT AND EQUIPMENT FURNISHED UNDER OTHER SECTIONS. PLACED IN FULLY ACCESSIBLE POSITIONS AND LOCATIONS. C. OBTAIN ALL NECESSARY ROUGH-IN DATA AND DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, TENANT OR B. DRAWINGS: COORDINATE ALL SPACE REQUIREMENTS WITH OTHER TRADES. DRAWINGS INDICATE OWNER-FURNISHED EQUIPMENT AND EQUIPMENT FURNISHED UNDER OTHER SECTIONS. DESIRED LOCATION AND ARRANGEMENT OF PIPING, EQUIPMENT AND OTHER ITEMS AND ARE TO BE D. MAINTAIN AMPLE HEADROOM, CLEARANCE AND ACCESSIBILITY. MAINTAIN CEILING HEIGHTS. FOLLOWED AS CLOSE AS POSSIBLE. ALL OFFSETS AND INTERFERENCES MAY NOT BE INDICATED DUE E. CONSTANTLY CHECK WORK OF OTHER TRADES TO PREVENT INTERFERENCE WITH THIS INSTALLATION. Gensler TO THE SCALE OF THE DRAWINGS. 1.04 QUALITY ASSURANCE 3.02 DISCREPANCIES A. CODES AND STANDARDS: A. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH 1. ALL GOVERNING CODES, ORDINANCES AND AGENCIES, IN ACCORDANCE WITH THE PROVISIONS OF INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY 4675 MacArthur Court Tel 949.863.9434 RESOLVED. INTERFERENCES BETWEEN INSTALLED WORK OF VARIOUS TRADES DUE TO LACK OF GENERAL CONDITIONS AND NOTES OF THESE SPECIFICATIONS. COORDINATION, SHALL BE RESOLVED BY ARCHITECT WHOSE DECISION IS FINAL. RELOCATE OR OFFSET Suite 100 Fax 949.553.1676 B. WARRANTY: THE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY FOR LABOR, MATERIALS AND ANY WORK AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, AT NO EXTRA COST TO THE Newport Beach, CA 92660 EQUIPMENT PROVIDED UNDER THIS CONTRACT IN ACCORDANCE WITH THE PROVISIONS OF GENERAL OWNER, WHEN SO DIRECTED BY THE ARCHITECT. United States CONDITIONS AND NOTES OF THESE SPECIFICATIONS. 1.05 SUBMITTALS 3.03 PIPE INSTALLATION A. MANUFACTURER'S LITERATURE: SUBMIT BROCHURES ON ALL MATERIALS AND EQUIPMENT TO THE A. MAKE PIPE RUNS STRAIGHT AND TRUE. SPRINGING OR FORCING PIPING INTO PLACE IS NOT PERMITTED. ARCHITECT IN ACCORDANCE WITH THE PROVISIONS OF GENERAL CONDITIONS AND NOTES OF THESE INSTALL IN MANNER TO PREVENT ANY UNDUE STRAIN ON EQUIPMENT. MAKE JOINTS SMOOTH AND SPECIFICATIONS. UNOBSTRUCTED INSIDE AND OUT, AND REAM PIPE ENDS THOROUGHLY TO REMOVE BURRS. CONCEAL B. OTHER SUBMITTALS: PIPING IN FINISHED PORTIONS OF THE BUILDINGS EXCEPT AS OTHERWISE DIRECTED OR INDICATED. CAP OR PLUG ENDS AND OPENINGS IN PIPE AND FITTINGS IMMEDIATELY TO EXCLUDE DIRT UNTIL EQUIPMENT 1. SHOP DRAWINGS. IS INSTALLED OR FINAL CONNECTIONS ARE MADE. MAKE PIPE SIZE REDUCTIONS WITH REDUCING *VESS/p 2. STERILIZATION TEST REPORT. FITTINGS. USE NO BUSHINGS UNLESS SPECIFICALLY AUTHORIZED. USE NO CLOSE NIPPLES. PROCEED 3. TEST DATA. 4. OPERATIONS AND MAINTENANCE MANUALS. TO ROUGH IN AS RAPIDLY AS GENERAL CONSTRUCTION OF BUILDING WILL PERMIT AND COMPLETE AND 5. RECORD DRAWINGS. TEST BEFORE ANY LATHING, PLASTERING, OR DRYWALL, OR OTHER FINISH WORK IS STARTED. FIT WORK t �, PART 2 - PRODUCTS TO AVAILABLE SPACE AND ACCURATELY ROUGH IN. GRADE AND VALVE WATER PIPING SO AS TO No. M29973 2.01 GENERAL PROVIDE FOR COMPLETE DRAINAGE AND CONTROL OF THE SYSTEM. PROVIDE CLAMPS AND/OR * EXP 06-30-16 CONCRETE THRUST BLOCKS AT DEAD ENDS, ANGLES, OR OTHER POINTS WHERE SEPARATION OF JOINTS ", A. PIPE ESCUTCHEONS: PROVIDE POLISHED CHROMIUM PLATE AND BRASS SET SCREW ESCUTCHEONS MAY OCCUR. GRADE VENT PIPING TO ALLOW PIPING TO FREE ITSELF OF CONDENSATION OR WATER. mac` GP Q WHERE PLUMBING PIPES PASS THROUGH WALLS, FLOORS, CEILINGS, AND PARTITIONS IN FINISHED B. INSTALL PIPING TO CLEAR BEAMS UNLESS SLEEVING IS INDICATED. CONSTANTLY CHECK WORK OF fq CHA N\ PORTIONS OF BUILDING, INCLUDING PIPES AT FIXTURES. OTHER TRADES TO PREVENT INTERFERENCE WITH THIS INSTALLATION. OBTAIN APPROVAL FROM TF of ckv\E B. MATERIALS: MATERIALS WHEN NOT OTHERWISE DEFINITELY SPECIFIED SHALL CONFORM TO THE ARCHITECT IF CORING OR CUTTING OF CONCRETE WORK IS NECESSARY DUE TO FAILURE TO INSTALL APPLICABLE STANDARDS. REQUIRED SLEEVES PRIOR TO THE TIME OF CONCRETE POUR. COST OF CORING AND CUTTING WORK C. EQUAL MATERIALS AND SUBSTITUTIONS: IN ADDITION TO MANUFACTURERS SPECIFIED, THE FOLLOWING SHALL BE BORNE BY THE SUBCONTRACTOR. SHALL ALSO BE CONSIDERED EQUAL, PROVIDED CORRESPONDING MODELS MEET SPECIFIED C. EXPOSED PLATED OR ENAMELED PIPE: MAKE CONNECTIONS TO EQUIPMENT WITH SPECIAL CARE. SHOW REQUIREMENTS. EQUIVALENT SUBSTITUTED EQUIPMENT NAMED HEREIN SHALL BE SUBMITTED TO NO TOOL MARKS OR THREADS. ARCHITECT FOR APPROVAL. SUBMIT ALTERNATE SELECTIONS AT TIME OF BID, LISTING MAJOR D. DIELECTRIC UNIONS: MAKE CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES WITH DIELECTRIC tk sc EQUIPMENT. UNIONS. COLLABORATIVE ITEM MANUFACTURER E. UNIONS: PROVIDE A UNION AT BOTH SIDES OF AUTOMATIC VALVES, AT EQUIPMENT CONNECTIONS AND 1. STRAINERS: WALWORTH, BAILEY, MUELLER ELSEWHERE INDICATED OR REQUIRED, UNLESS FLANGES ARE INDICATED. 15231 Laguna Canyon Road,Suite 100 2. SOLDERS: HANDY-HARMAN, LUCAS, MILHAUPT F. FLOOR, WALL AND CEILING PLATES: PROVIDE WHERE PIPES PIERCE FINISHED SURFACES. 3. CLEANOUTS: ZURN G. NOISE: INSTALL SOIL, WASTE, AND WATER PIPING IN MANNER THAT PREVENTS ANY UNUSUAL NOISE Irvine,California 92618 4. VALVES: CRANE, RED-WHITE, NIBCO, APOLLO FROM FLOW OF WATER UNDER NORMAL CONDITIONS. 949.751.5800 www.tklsc.com 5. PIPE HANGERS & SUPPORTS: TOLCO, B-LINE, HILTI H. SHUTOFF VALVES: PROVIDE WHERE INDICATED AND REQUIRED FOR ADEQUATE CONTROL OF SYSTEMS 6. ACCESS PANELS: MILCOR, MIFAB AND FOR ISOLATION OF FIXTURE GROUPS AND EQUIPMENT. Jeff Hall-Plumbing 7. INSULATION: MANVILLE, FIBERGLAS I. BURIED PIPING: INSTALL WITH MINIMUM 36 IN. COVERAGE UNLESS OTHERWISE INDICATED. LAY PIPING tk1sc Job#: 2014-0531 8. FLUSH VALVE: TOTO ACCURATELY TO GRADE WHERE INVERT ELEVATIONS ARE INDICATED. WHEN REQUIRED, PROVIDE THRUST 9. PLUMBING FIXTURES: TOTO BLOCKS PER MANUFACTURER'S RECOMMENDATIONS. 10.TOILET SEATS: CHURCH, BENEKE J. EQUIPMENT AND MATERIALS: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 11.ELECTRIC WATER COOLERS: HAWS K. ACCESSIBILITY: INSTALL WORK READILY ACCESSIBLE FOR NORMAL OPERATION, READING OF 12.ANGLE STOPS & SUPPLIES: BRASSCRAFT, SPEEDWAY INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND REPAIR. PROVIDE ACCESS PANELS WHERE 13.DRAINS & FLOOR SINKS: ZURN, WADE, MIFAB INDICATED AND REQUIRED. 14.BACKFLOW PREVENTERS: WATTS, WILKINS L. PIPE JOINTS: MAKE SCREWED JOINTS WITH A MINIMUM AMOUNT OF COMPOUND APPLIED TO THE MALE 15.WATER PRESSURE THREAD ONLY. ALL JOINTS SHALL BE MADE PER CODE REQUIREMENTS. REDUCING VALVES: BAILEY, WILKINS M. PIPE SUPPORTS: SUPPORT OR SECURE TO BUILDING CONSTRUCTION OR FIRMLY ANCHOR WASTE, VENT, 16.PRESSURE GAUGES: MARSH, MARSHALLTOWN, TRERICE AND WATER PIPES IN SUCH A MANNER THAT THEY CANNOT BE DISPLACED. USE OF MAKESHIFT 17.WATER HEATERS: AMERICAN, RHEEM, A.O. SMITH, BRADFORD WHITE DEVICES SUCH AS WIRE, ROPE, WOOD, AND TAPE, ETC., IS PROHIBITED. 18.SOIL PIPE: TYLER, A.B.& I., CHARLOTTE PIPE & FOUNDRY 19.SINKS: JUST 3.04 HANGERS AND SUPPORTS 207RAP PRIMER: MIFAB, SIOUX CHIEF A. HOLD HORIZONTAL PIPE RUNS FIRMLY IN PLACE USING APPROVED STEEL AND IRON HANGERS, 21.HOSE BIBB: MIFAB, ACORN SUPPORTS, AND/OR PIPE RESTS UNLESS OTHERWISE INDICATED. SUSPEND HANGER RODS FROM 22.WATER HAMMER ARRESTOR: SIOUX CHIEF, SMITH CONCRETE INSERTS OR FROM APPROVED BRACKETS, CLAMPS OR CLIPS. HANG PIPES INDIVIDUALLY OR 23FAUCETS: CHICAGO, DELTA IN GROUPS IF SUPPORTING STRUCTURE IS ADEQUATE TO SUPPORT WEIGHT OF PIPING AND FLUID. 2.02 PIPE AND FITTINGS EXCEPT FOR BURIED PIPING, HANG OR SUPPORT PIPE RUNS SO THAT THEY MAY EXPAND OR CONTRACT A. SOIL, WASTE AND VENT PIPING ABOVE GRADE: SERVICE WEIGHT NO-HUB CAST-IRON PIPE AND FREELY WITHOUT STRAIN TO PIPE OR EQUIPMENT. FITTINGS, CISPI-301 WITH TYPE 304 STAINLESS STEEL NO-HUB COUPLINGS, CISPI-310-85. FOR PIPE 1. HORIZONTAL STEEL PIPING: PROVIDE HANGERS OR SUPPORTS EVERY 10 FEET FOR PIPING 1-1/2 SIZES UP TO 2 INCHES, COUPLINGS SHALL HAVE (2) STAINLESS STEEL BANDS. FOR PIPE SIZES 4 INCHES AND LARGER, EVERY 8 FEET FOR PIPING 1-1/4 INCHES AND SMALLER. INCHES AND LARGER, COUPLINGS SHALL HAVE (4) STAINLESS STEEL BANDS. COUPLINGS SHALL BE 2. HORIZONTAL COPPER TUBING: FOR 2 INCHES DIAMETER AND LARGER, PROVIDE HANGERS EVERY 10 HUSKY, CLAMP-ALL OR MISSION. FEET, FOR 1-1/2 INCHES DIAMETER AND SMALLER PROVIDE EVERY 6 FEET. B. DOMESTIC HOT AND COLD WATER PIPING: TYPE L HARD DRAWN COPPER TUBE, ASTM 888 AND 3. HORIZONTAL CAST-IRON NO HUB PIPING: PROVIDE HANGERS OR SUPPORTS AT EACH SIDE OF A NO WROUGHT COPPER FITTINGS, ANSI 816.22. SOLDER AND FLUX SHALL BE J.W. HARRIS BRIDGET, HUB FITTING. PROVIDE ANTI-SEPARATION BRACING AT EACH 90 DEGREE CHANGE OF DIRECTION. LEAD-FREE SOLDER ALLOY. 95-5 SOLDERS ARE NOT APPROVED. BELOW GROUND PIPING SHALL BE 4. SOUND AND ELECTROLYSIS ISOLATORS: PROVIDE AT ALL HANGERS AND SUPPORTS FOR HOT AND COLD TYPE K WITH SILVER SOLDERED BRAZED JOINTS. DOMESTIC WATER LINES. SECURELY ATTACH PIPE TO WALLS, STUDS, ETC. ALL SUCH PIPING SHALL BE 2.03 UNIONS AND GASKETS ISOLATED FROM STRUCTURE WITH 1-2 INCH FELT OR TRISOLATORS. A. 2 INCHES AND SMALLER FOR STEEL PIPE: SCREWED MALLEABLE IRON GROUND JOINT, 300 LB CLASS 5. SWAY BRACE IN ACCORDANCE WITH NFPA 13. 150 WITH BRASS TO IRON SEAT, GALVANIZED OR BLACK TO SUIT SERVICE. 3.05 CORROSION PREVENTION B. 2-1/2 INCHES AND LARGER FOR STEEL PIPE: CAST-IRON FLANGED GASKET TYPE, CONFORMING TO A. MAKE JOINTS BETWEEN CUPROUS AND FERROUS MATERIALS WITH APPROVED NYLON INSULATING ANSI 816.1, GALVANIZED OR BLACK TO SUIT SERVICE, OR 150 POUND FORGED STEEL SLIP-ON COUPLINGS. SEPARATE CONTACT SURFACES OF DISSIMILAR METALS WITH NON-CONDUCTING COATING. FLANGES. 3.06 CLEANOUTS C. UNIONS FOR COPPER TUBING: CAST BRONZE, GROUND JOINT PATTERN, SOLDERED JOINT CONNECTION, A. PROVIDE CLEANOUTS WHERE INDICATED AND REQUIRED. UNLESS OTHERWISE INDICATED, CLEANOUTS ASTM 862, ANSI 816.18 SHALL BE ACCESSIBLE WITH EXTENSIONS TO GRADE, TO OUTSIDE OF BUILDINGS, OR TO FLOORS ABOVE D. DIELECTRIC UNIONS: EPCO, COMPLETE WITH ISOLATORS AND GASKETS OR SAME SIZE AS PIPE, AS INDICATED OR REQUIRED. DO NOT LOCATE CLEANOUTS IN PUBLIC LOBBIES AND PUBLIC CORRIDORS GALVANIZED OR BLACK TO SUIT SERVICE. UNLESS APPROVED BY ARCHITECT. 2.04 VALVES B. MEMBRANES: WHERE WATERPROOFING MEMBRANE OCCURS UNDER FLOOR, BRING MEMBRANE TO A. ALL VALVES SHALL BE OF THE SAME MANUFACTURER. PROVIDE ADAPTERS FOR VALVES IN COPPER CLEANOUT WITHOUT PUNCTURING, AND PERMANENTLY ANCHOR TO INTEGRAL ANCHORING FLANGE WITH A TUBING WHERE NECESSARY. HEAVY CAST-IRON CLAMPING COLLAR AND RUSTPROOFED BOLTS. 2 INCHES AND SMALLER: LEAD-FREE BRONZE, FULL PORT, CLASS 150, C. COVERS: SET CLEANOUT COVERS WITH ALL FINISHED WALL, FLOOR OR GRADE. IN ALL CASES 1• BALL VALVES, 2-1/2 SECURELY ANCHOR BY MEANS OF INTEGRAL LUGS AND BOLTS. WHERE SURFACING MATERIAL SUCH AS ASTM 661, B62 OR 8585 THREADED. APOLLO 82-100 SERIES OR NIBCO 585-70. RESILIENT COVERING IS SPECIFIED, ASCERTAIN THICKNESS BEING USED AND SET CLEANOUT TOP SO 2. CHECK VALVES 2 INCHES AND SMALLER: (200 PSI WOG), LEAD-FREE BRONZE SCREWED TOP, FINISHED FLOOR IS SMOOTH. HORIZONTAL SWING, MSS-SP-80. NIBCO T-413 (BWY). D. USE ACORN 3500 THREAD COMPOUND. 2.05 BACKFLOW PREVENTERS: 3.07 ACCESS BOXES AND PANELS A. REDUCED PRESSURE TYPE: CAST-BRONZE WITH STAINLESS STEEL FASTENERS, INTEGRAL FULL PORT A. PROVIDE VALVE BOXES FOR VALVES LOCATED BELOW GRADE. PROVIDE METAL ACCESS PANELS OF SIZE BALL VALVES AND BRONZE Y STRAINER, ASTM 8584. EQUIVALENT TO WILKINS 975XL, LEAD-FREE. AND TYPE HEREINBEFORE SPECIFIED FOR VALVES OR SHOCK ABSORBERS LOCATED IN CONCEALED PROVIDE WITH MODEL AG AIR GAP AND PIPE RELIEF DRAIN TO FLOOR SINK, OR AS INDICATED ON AREAS. DRAWINGS. B. ACCESS BOXES AND PANELS: SET FLUSH WITH FINISHED WALL, FLOOR OR CEILING. THOSE IN 2.06 PIPE HANGERS FINISHED WALLS SHALL HAVE DOOR OR PLATE REMOVED DURING CONSTRUCTION OR BE OTHERWISE A. HANGERS SHALL BE SUPPLIED WITH FACTORY INSTALLED ISOLATION AND DICHROMATE FINISH. SUITABLY COVERED TO PROTECT FINISH. C. OUTSIDE GENERAL SERVICE ACCESS BOXES: PROVIDE WITH METAL OR CLAY PIPE SLEEVE EXTENSIONS 1. 2 INCHES AND SMALLER: GRINNELL F69. WHERE ADDED DEPTH IS NECESSARY. DO NOT LOCATE BOXES IN PUBLIC WALKS, DRIVEWAYS OR 2. 2-1/2 INCHES AND LARGER: GRINELL F65. COVERED PASSAGES UNLESS INDICATED. 3. RISER CLAMPS FOR COPPER PIPING: GRINELL 261P, PLASTIC COATED. 3.08 PROTECTION FOR UNDERGROUND CAST-IRON PIPE AND FITTINGS IO Date Description 4. RISER CLAMPS FOR OTHER PIPING: GRINELL 261. A. WRAP ALL PIPE AND FITTINGS WITH 8 MIL. POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH 2.07 ACCESS PANELS ANSI/AWWA STANDARD C105/A21.5-93. BED AND BACKFILL WITH CLEAN SAND AT LEAST 6 INCHES A. ACCESS PANELS IN PLASTER WALLS AND CEILINGS: KARP NO. DSC214PL, ELMDOR PW, 24X24 IN. WITH THICK SURROUNDING THE PIPE. UNDERGROUND IRON PIPE SHALL BE ELECTRICALLY INSULATED FROM METAL ACCESS DOOR AND FRAME, PRIME COATED STEEL AND PAINTED TO MATCH ADJACENT DISSIMILAR METALS AND ABOVE GROUND IRON PIPE. SURFACES. FOR FIRE RATED AREAS USE KARP #KRP-150 FR 1-1/2 HOUR B LABEL ACCESS PANELS, 3.09 STERILIZATION U.L. LISTED. A. STERILIZE EACH UNIT OF WATER SUPPLY AND DISTRIBUTION SYSTEM WITH LIQUID CHLORIDE OR B. ACCESS PANELS IN ACOUSTIC 11LE CEILINGS: KARP NO. DSC-210, ELMDOR AT, 24 X 24 IN. WITH HYPOCHLORIDE BEFORE ACCEPTANCE FOR OPERATION IN ACCORDANCE WITH AWWA C651-92, STANDARD METAL ACCESS DOOR AND FRAME, 24 X 24 IN. MINIMUM SIZE, PRIME COATED STEEL, RECESSED TO FOR DISINFECTING WATER MAINS. WORK SHALL BE DONE BY CONTRACTOR AND, UNLESS OTHERWISE ACCEPT STANDARD TILE IN FULL OPENING DOOR. REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION, SHALL CONFORM TO THE FOLLOWING: C. ACCESS PANELS IN CERAMIC TILE WALLS: KARP NO. DSC214M, SMITH 4730, CHROME-PLATED COVER AND FRAME OF SUITABLE SIZE FOR PURPOSE INTENDED, BUT NOT LESS THAN 8 X 8 IN. SIZE. FOR 1. MATERIALS: FIRE RATED AREAS USE KARP NO. FRP-150 FR 1-1/2 HOUR B LABEL ACCESS PANELS, U.L. LISTED. A. LIQUID CHLORINE: U.S. ARMY SPECIFICATION 4-1. 2.08 CLEANOUTS B. HYPOCHLORIDE: LIQUID SHALL CONFORM TO FED. SPEC. O-C-11RA (INT. 4). A. FOR CAST-IRON SOIL PIPE, IRON BODY WITH EXTRA HEAVY BRONZE PLUGS SCREWED INTO CAULKING 2. METHOD: AMOUNT OF CHLORINE SHALL PROVIDE A DOSAGE OF 50 PPM MINIMUM. INTRODUCE FERRULES, FOR STEEL PIPE, EXTRA HEAVY BRONZE PLUGS. WHERE CLEANOUTS OCCUR IN FINISHED CHLORINATING MATERIALS INTO LINES AND DISTRIBUTION SYSTEM IN APPROVED MANNER. AFTER A INTERIOR WALLS, PROVIDE ACCESS PANELS, PLATES, AND FRAMES FOR FLUSH MOUNTING. WHERE CONTACT PERIOD OR 24 HOURS MINIMUM DURING WHICH PERIOD CHLORINE RESIDUAL SHALL BE FLOOR CLEANOUTS OCCUR IN CARPETED AREAS, PROVIDE CLEANOUTS WITH CARPET MARKER. EXPOSED MAINTAINED AT 5 PPM MINIMUM, FLUSH OUT SYSTEMS WITH CLEAN WATER UNTIL RESIDUAL CONTENT IS PARTS OF FLOOR CLEANOUTS IN FINISHED ROOM SHALL BE NON-SLIP POLISHED NICKEL BRONZE, NOT GREATER THAN 0.2 PPM. FLUSH ENTIRE SYSTEM OPEN AND CLOSE VALVES IN LINES BEING CAST-IRON IN UNFINISHED ROOMS. FLOOR CLEANOUTS SHALL HAVE ADJUSTABLE TOP. ALL STERILIZED SEVERAL TIMES DURING CONTACT PERIOD. CLEANOUTS AND CLEANOUT PLUGS SHALL BE ACCESSIBLE. CLEANOUT SHALL BE THE FOLLOWING: 3. TEST REPORTS: FURNISH ONE COPY OF TEST REPORT OF COMPLETE AND ADEQUATE STERILIZATION TO OR DRYWALL TYPE FOR CAST-IRON PIPE: SMITH 4532-S-PC PRIME COATED. ARCHITECT BEFORE FINAL ACCEPTANCE OF WORK. CERTIFICATES SHALL BEAR SIGNATURE OF AN 1• PLASTERED AND/OR OFFICIAL OF LABORATORY RESPONSIBLE FOR TEST. COST OF TESTING LABORATORY SERVICES SHALL 2. TILE WALL TYPE FOR CAST-IRON PIPE: SMITH 45585-NB STAINLESS STEEL. BE INCLUDED IN THIS SUBCONTRACT. 3. FLOOR LEVEL TYPE IN FINISHED ROOMS: SMITH 4023-Y. 3.10 TESTS 2.09 TRAP PRIMER ASSEMBLIES A. FURNISH NECESSARY LABOR AND EQUIPMENT AND BEAR COSTS FOR TESTING. COST OF REPLACING PROVIDE FOR DRAINS AND FLOOR SINKS WHERE TRAP PRIMER IS NOT PROVIDED FROM A WATER AND/OR REPAIRING DAMAGE RESULTING THEREFROM SHALL BE BORNE BY THIS CONTRACTOR. SHOULD CLOSET AND AS INDICATED AND SPECIFIED, EACH INCLUDING TRAP PRIMER VALVE, STANDPIPE, AND THIS CONTRACTOR REFUSE OR NEGLECT TO MAKE TESTS NECESSARY TO SATISFY THE ARCHITECT THAT DISTRIBUTION UNIT(S) REQUIRED FOR THE SPECIFIED DISTRIBUTION. PROVIDE EACH CONCEALED REQUIREMENTS OR SPECIFICATIONS AND DRAWINGS ARE MET, SUCH TEST MAY BE MADE BY AND ASSEMBLY WITH ACCESS PANEL, 8 IN. BY 8 IN. SIZE WHEN DISTRIBUTION UNITS ARE NOT REQUIRED INDEPENDENT TESTING COMPANY AND THIS CONTRACTOR CHARGED FOR ALL EXPENSES. AND 12 IN. BY 12 IN. SIZE WHEN ONE OR TWO DISTRIBUTION UNITS ARE REQUIRED. PROVIDE TRAP B. HYDROSTATIC TESTS: MAKE BY COMPLETELY FILLING PIPING SYSTEM WITH WATER AND ELIMINATING PRIMER PIPING SAME AS SPECIFIED FOR DOMESTIC WATER, INCLUDING PIPE WRAPPING. ACCUMULATIONS OF AIR SO THAT LEAKAGE, NO MATTER HOW SMALL, WILL BE APPARENT ON TEST 1. TP-1: PRECISION PLUMBING PRODUTS MODEL P-1 OR P-2, OR EQUAL. GAUGE IMMEDIATELY. MAINTAIN PRESSURE UNTIL PIPE UNDER TEST HAS BEEN EXAMINED, BUT IN NO CASE LESS THAN 24 HOURS. TEST SYSTEMS AT THE FOLLOWING PRESSURES: 2. TP-2: PRECISION PLUMBING PRODUCTS MINI-PRIME MPB-500-12V 1. DOMESTIC COLD WATER ® 125 PSIG 3. TP-3: PRECISION PLUMBING PRODUCTS MINI-PRIME MPB-500-115V 2. DOMESTIC HOT WATER ® 125 PSIG C. SANITARY SOIL, WASTE AND VENT SYSTEM TESTS: BEFORE INSTALLATION OF FIXTURES, CAP ENDS OF (Seal/Signature 2.10 INSULATION SYSTEM AND FILL LINES WITH WATER PER CODE (INCLUDING VENTS) AND ALLOW TO STAND UNTIL A A. ALL PIPE INSULATION SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION THOROUGH INSPECTION IS MADE. MAKE TESTS IN SECTIONS IF NECESSARY OR CONVENIENT. STANDARDS. INSULATION THICKNESSES INDICATED ARE BASED ON INSULATION HAVING THERMAL D. NITROGEN: THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE MANUFACTURER'S RESISTANCES IN THE RANGE OF R=4. 0 TO R=4.6 PER INCH OF THICKNESS ON A FLAT SURFACE AT A RECOMMENDATIONS. MEAN TEMPERATURE OF 75 DEGREES F. THICKNESSES INDICATED ARE MINIMUM AND SHALL BE INCREASED PROPORTIONATELY FOR MATERIALS HAVING R VALUES LESS THAT 4.0 PER INCH OF 3.11 ADJUSTING THICKNESS OR MAY BE REDUCED FOR MATERIALS HAVING A R VALUES GREATER THAN 4.6 PER INCH A. UPON COMPLETION OF WORK AND AFTER CLEANING OF SYSTEM, FIXTURES AND EQUIPMENT, AUTOMATIC THICKNESS. INSTALL PIPE INSULATION AFTER PIPING IS INSTALLED, TESTED, AND APPROVED, AND IS IN CLEAN DRY CONDITION. FIRMLY BUTT INSULATION JOINTS. PARTS OF PLUMBING SYSTEM SHALL BE CAREFULLY ADJUSTED FOR NORMAL OPERATION. ALL FIXTURES B. INSULATE ALL HOT WATER AND CONDENSATE PIPING WITH GLASS FIBER PIPE INSULATION WITH FACTORY STOPS CHECKED FOR PROPER OPERATION AND FINAL ADJUSTMENTS MADE WHERE REQUIRED. SYSTEM APPLIED WHITE JACKET J-M MICRO-LOK 650AP, 1 INCH THICK FOR PIPE SIZES 1/2 INCH TO 1 INCH SHALL OPERATE QUIETLY, WITHOUT VIBRATIONS OR NOISE. AND 1-1/2 INCHES THICK FOR PIPE SIZES 1-1/4 INCHES AND LARGER. INSULATE FITTING AND END OF SECTION VALVES WITH PREFORMED INSULATION WITH PVC PREMOLDED ONE PIECE FITTING COVERS, J.M. ZESTON COVER. ADHERE LONGITUDINAL LAPS AND BUTTS STRIPS OF JACKET WITH FACTORY APPLIED PRESSURE SENSITIVE TAPE SYSTEM, JM-AP-T. FLANGES AND UNIONS SHALL NOT BE COVERED. C. INSULATE ALL PIPING UNDER LAVATORIES AND SINKS ACCESSIBLE TO THE PHYSICALLY DISABLED WITH IProlect Name TRUEBRO LAVGUARD, PLUMBEREX PRO-EXTREME, OR EQUAL, P-TRAP AND SUPPLIES FORM FITTED INSULATION. 2.11 PLUMBING FIXTURES 1499 MONROVIA - TENANT A. GENERAL: PLUMBING FIXTURES TRIM AND EXPOSED SUPPLIES AND WASTES SHALL BE BRASS WITH IMPROVEMENTS POLISHED CHROME-PLATED FINISH. PROVIDE INDIVIDUAL LOOSE KEY STOPS OR, IF SO SPECIFIED, SCREW DRIVER STOPS FOR SUPPLIES AND, UNLESS INTEGRAL WITH VALVES OR FAUCETS, MOUNT UNDER FIXTURE. SEPARATELY TRAP ALL WASTES. PROVIDE EXPOSED WATER SUPPLIES AND WASTES THROUGH IProlect Number WALL WITH POLISHED CHROME-PLATED CAST BRASS WALL ESCUTCHEONS. ALL LAVATORIES SHALL HAVE 1-1/2 INCH P-TRAPS. ALL FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. 07.3117.000 B. FIXTURES, TRIM AND ACCESSORIES SHALL BE EQUAL TO THE FOLLOWING: 1. REFER TO PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. 2.12 SPECIALTY ITEMS Description A. FIRE SAFING: SAFE ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS WITH U.L. LISTED PROSET, HILTI OR EQUAL FIRE SAFING. INSTALL PER MANUFACTURER'S DIRECTIONS. SPECIFICATIONS B. DOMESTIC ELECTRIC WATER HEATERS: POINT-OF-USE ELECTRIC INSTANTANEOUS MICRO-PROCESSOR CONTROLLED WATER HEATER, 98% ENERGY EFFICIENT, U.L. LISTED, FACTORY PRE-SET OUTLET TEMPERATURE OF 110' F. 1. REFER TO PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. C. NITROGEN PIPING: ELECTRO POLISHED INTERIOR 316L STAINLESS STEEL 0.065 WALL THICKNESS TUBING IScale WITH SWAGELOK TUBE FITTINGS. ANSI 831.3 CHEMICAL AND PROCESS PIPING STANDARD. FLANGED CONNECTIONS SHALL BE OF THE TONGUE-IN GROOVE TYPE WITH TEFLON GASKETS. N.T.S P11n02 ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States A B C D E F G 00 ESS/p, I I I T ��P- gtic�y�� No. M29973 EXP 06-30-16 �l4 FCNA N lF of CAl\Etk �� I I I I I sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 fm6 Irvine, 1 California9 949.751 5800www.tklsc.com Jeff Hall-Plumbing WH/ tk1 sc Job#:2014-0531 ,�� 2 ELEC RM SS-1 AN 108 CONFERENCE D N 103 RIVATE 6J 6J 6J 64 6J ARAG I ((D(::)D C) 3 I I I � / OFFICE CAFE 104 LOBBY O I STADIUM 1 STAIR - — — DN RECP — — L 102 DW-1 S-1 CM-1 R-1 = _ HALLWAY rF \ / 119 E W 7 /�((\ I I DN COPY115 WC-1WC-1 WC-2 WC-2 U-2 U-1 TIIII I ® ® L-1 2" D-1 2"F —1 L-1 ® 0 Date Descri tion LL Description ITRE1S A L-1 ST M RESTROOV_ III o a 00B 100A L — L L1. IDF F2 G ❑ T✓ __(:5 112 I TTORA114GE ---------7 i OPEN OFFICE 103 �5D I DARO 9 I 113 T9 O 7 ISeausignature IProlect Name 1499 MONROVIA - TENANT IMPROVEMENTS IProlect Number 07.3117.000 IDescription PLUMBING FIRST FLOOR PLAN IScale 1/811 /8" = 1'-011 PLUMBING FIRST FLOOR PLAN P2 .01 1 SCALE: 1/8"= 1'-0" ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT 1499 MONROVIA NEWPORT BEACH, CA 92663 Gensler 4675 MacArthur Court Tel 949.863.9434 A B C D E F G Suite 100 Fax 949.553.1676 Newport Beach, CA 92660 United States I I I I I I OV ESS/t4 r p, No. M29973 EXP 06-30-16 I I I I I I NA N lF of CAl\E�� tk sc COLLABORATIVE 15231 Laguna Canyon Road,Suite 100 Irvine,California 92618 - - - - - - - - - - - - - - - - 949.751.5800 www.tklsc.com I Jeff Hall-Plumbing tklsc Job#:2014-0531 I 2 I F i I I I BOARDROOM ' FFICE OFFICE 218 OFFICE 16 17 219 ' I I � I � I I I I I I I I OPEN OFF OPEN OFFICE 20 ------ 206 O I O O O I I OPEN OFFICE I I 204 I I I 0 O ---------- ----------------- III �a I 0I I I I I ' O -----------4+ 4----------------- O 00 I -- -- ----------- S OWER I 215 c-3 \ ELEV / Li 2"FD-1 � I / \ / L-2 / \ COPY � o.�� S-2 I SH-1 221 STORAGE I we-1 we-1 we-2 we-2 u-2 u-1 220 F— STAIR CM-1 53 ® ® L-1 2» D-1 2"F —1 L-1 ® i I I I J0 Date Description r L-1 RESTROOM RESTROOM I I a 200B 200A I a OPEN OFFIC --- --- I 202 � OPEN OFFICE I 201 i I I O P 3 FIC O I I I I I I I II I I 00 O 00 00 00 O O ' I FFICE I 214 P VATE OFFICE 212 OFFICE OFFICE OFFICE 1 1207 I I I I I ' I I l Seal/Signature I I I I I I lProlect Name 1499 MONROVIA - TENANT IMPROVEMENTS lProlect Number 07.3117.000 Description PLUMBING SECOND FLOOR PLAN Scale 1/811 /8" = 1'-011 PLUMBING SECOND FLOOR PLAN P2 .02 1 SCALE: 1/8"= 1'-0" ©2014 Gensler 1499 MONROVIA IMPROVEMENT PROJECT DRAIN LINE SHALL BE MINIMUM 1499 MONROVIA SAME SIZE AS CONNECTION ON NEWPORT BEACH, CA 92663 THE UNIT. TONS DRAIN SIZE VENT SAME SIZE 0-20 3/4' S.M.E. RATED PRESS. RELIEF VALVE AS DRAI CHECK VALVE (TYP.) OUTE DRAIN TO APPROVED RECEPTOR 21-40 I' 41-90 1-1/4' BALL VALVE (TYP.) _ GLOBE VALVE (BALANCING) C W. IC H.W. �--- A ' lo A.S.M.E. RATED TEMP. � AQUASTAT Gensler 6' & PRESS. RELIEF VALVE 1/4" TH. STEEL PLATE ——— 4675 MacArthur Court Tel 949.863.9434 � � �-S H.W.R. SPAN & SECURE TO 1 Suite 100 Fax 949.553.1676 — — Newport Beach, CA 92660 4' DIELECTRIC UNION STUDS THERMOMETER United States SLOPE TO / 2' DRAIN LOCATION. DIELECTRIC SEE PLANS FOR CON . — — — UNION (TYP.) CP 1j'a ESS/p,�! 3' 20 GA. x 11/4" GALV. MI", TYPE 'M' COPPER TUBING STRAP ATTACH TO �~ A, y WITH WROUGHT COPPER FITTING PLATE WITH 1/2" BOLTS, WH No. M29973 CEILING WASHERS & NUTS * EXP 06-30-16 3/4" -f sf��CN A TERMINATE SECONDARY CONDENSATE IF o o FUSED DISCONNECT SWITCH 9TF pF & POWER BY ELECTRICAL DRAIN THRU CEILING WITHIN A L J CHROME-PLATED, RECESSED ROUTE DRAIN LINE TO ESCUTCHEON. PIPE SHALL NOT BE APPROVED RECEPTOR VISIBLE BELOW THE CEILING LINE. NOTES: 1. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED tk sc WITH 25 / 50 PLENUM RATED CLOSED-CELL ELASTOMERIC COLLABORATIVE FOAM INSULATION. FINISHED 2. SLOPE ALL HORIZONTAL CONDENSATE DRAIN PIPING AT MINIMUM 1% FLOOR 15231 Laguna Canyon Road,Suite 100 TOWARD DRAIN. Irvine,California 92613 3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL COMBINATION STAND & 949.751.5800 www.tklsc.com UNITS & COORDINATE DRAIN CONNECTION SIZE & LOCATION WITH DRAIN PAN. EQUAL TO Jeff Hall-Plumbing MECHANICAL CONTRACTOR. SPACEMAKER. SPILL TO tklsc Job#:2014-0531 APPROVED RECEPTOR 110 - 7 CONDENSATE DRAIN TRAP @ CEILING FC UNIT q- ELECTRIC WATER HEA R 1 120V/1 PH/60HZ DISCONNECT SWITCH BY APPROVED WASTE ELECTRICAL AIR GAP FITTING SINK II IL DISHWASHER IF_ I AQUASTAT 1 LINE VOLTAGE II � WIRING & CONDUIT BY ELECTRICAL IF II TRAP CENTRALLY LOCATED APPROVED OOD WASTE IO Date Description DISPOSER ITH DISHWASHER CIRC WASTE INL PUMP PROVIDE 7___ IN DOMESTIC MOTOR HOT WATER RETURN PIPE CIRCULATION PUMP WIRING 5 DISHWASHER CONNECTI N 2 Seal/Signature CONDENSATE DRAIN IN WALL �W" BLACK PLASTIC HOSE SINK lProiect Name 1499 MONROVIA - TENANT CHROME PLATED IMPROVEMENTS TAILPIECE WITH Proiect Number DRAIN CONN. 07.3117.000 Description DETAILS HOSE CLAMP (TYP.) ESCUTCHEON (TYP.) "P" TRAP WALL Scale N.T.S P& 01 ©2014 Gensler Hearing Officer - January 08, 2015 Item No. 1 a: Additional Materials Received Kobe Inc Abatement Period Extension (PA2014-191) RESOLUTION NO. HO2015-0## A RESOLUTION OF A HEARING OFFICER OF THE CITY OF NEWPORT BEACH APPROVING THE ABATEMENT PERIOD EXTENSION FOR THE PROPERTY LOCATED AT 1499 MONROVIA AVENUE (PA2014-191) THE HEARING OFFICER OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Kobe Inc., with respect to property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment No. 2007-002, in the City of Newport Beach, County of Orange, State of California, recorded October 4, 2007, as Instrument No. 2007-598931, excepting therefrom the northerly 60 feet, being more particularly described as that portion of 15th Street (60 feet wide), vacated and abandoned by Resolution No. 67-863 of the Board of Supervisors of Orange County, California, a certified copy of which was recorded August 11, 1967 in Book 8339, Page 801, of Official Records of said Orange County. The applicant requests approval of an abatement period extension. 2. The applicant proposes an extension of the required abatement period specified by Section 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code. The property is occupied by an approximately 17,000 square-foot office building. The abatement extension previously approved authorizes nonresidential uses to remain until February 1, 2022. The applicant proposes to reinvest in the existing building through interior tenant modifications and exterior fagade improvements. The applicant requests to allow the existing nonresidential use to continue to February 1, 2032, without abatement. 3. The subject property is located within the RM (Multi-Unit Residential) Zoning District and the General Plan Land Use Element category is RM (Multiple-Unit Residential). 4. The subject property is not located within the coastal zone. 5. Chapter 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code (NBMC) requires nonconforming nonresidential uses in residential zoning districts to be abated and terminated upon the expiration of time periods identified by the NBMC. Following the issuance of an Abatement Order, Chapter 20.38.100 (Abatement Periods) provides that a property owner may request an extension of the abatement period in order, to amortize a property owner's investment in the property and avoid an unconstitutional taking of property; and 6. A public hearing was held on January 8, 2015, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Hearing Officer - January 08, 2015 Item No. 1 a: Additional Materials Received HKea ing D#i �t%es%t Ppono�l �� 014-191) Page 2 of 4 Code. Evidence, both written and oral, was presented to, and considered by, the Hearing Officer at this meeting. 7. The hearing was presided over by Bill Conners, Municipal Law Consultant, Hearing Officer for the City of Newport Beach. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act) under Class 1 (Existing Facilities). 2. This abatement period extension has been determined not to have a significant effect on the environment and is exempt from the provisions of CEQA. This activity is also covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment (Section 15061(b)(3) of the CEQA Guidelines. It can be seen with certainty that there is no possibility that this activity will have a significant effect on the environment and therefore it is not subject to CEQA. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.38.100.C.4.c (Abatement Periods, Findings and Considerations) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding- A. indin :A. The length of the abatement period is not appropriate considering the owner's investment in the use; Facts in Support of Finding: 1. The property owner purchased the property in October of 2014. The applicant intends to invest more than $5 million to improve the existing building and requests an abatement extension for an additional ten years to February 1, 2032. This would leave 17 years to make use of the investment into the use on-site. The existing abatement period of seven years is insufficient given the condition of the existing building and proposed renovations. 2. Based on the information submitted, an extension of an additional 10 years for the abatement of the current uses is necessary to avoid a taking of the applicant's property; and to avoid the economic hardship that will result. 3. That the abatement extension of an additional ten years to February 1, 2032 is appropriate in this case since it will afford the property owner the ability to amortize the 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1 a: Additional Materials Received HKea ing D#i �t%es%t Peono�l �� 014-191) Page 3 of 4 value of the proposed building improvements and renegotiate the financing of the property. Finding: B. The length of time the use was operating prior to the date of nonconformity justifies the extension of the abatement period beyond the code specified one year. Facts in Support of Finding: 1. The property became nonconforming with the General Plan in 2006, 8 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for 49 years prior to the 2006 update; and was not subject to abatement until 2008. Finding: C. The existing structure is not suitable for conversion to an alternate use. Facts in Support of Finding: 1. The building could be modified to accommodate other commercial or nonresidential uses. The existing building is currently vacant and was last occupied by an editorial and publishing business. The building was originally constructed to commercial building code requirements that are not suitable for conversion to a residential building or use. Such conversion would require demolishing and building new; or major renovation with significant structural and seismic alterations to provide adequate living areas and residential garages. Finding: 9 D. No harm to the public will result if the nonresidential uses remain beyond the one year abatement period. Facts in Support of Finding: 1. The property is in an area that includes a mix of nonresidential and residential uses; including Coastline Community College, the Banning Ranch Project; and residential and mobile home park uses (across Monrovia Avenue). The continued commercial use of the subject property is compatible with the surrounding uses and will not have any negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. 2. That the existing office building has not posed a negative impact on the neighboring uses and the proposed upgrades will enhance the site and surrounding neighborhood. 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1 a: Additional Materials Received HKea ing D#i �t%es%t Peono�l �� 014-191) Page 4 of 4 Finding: E. The cost and feasibility of relocating the uses to another site cannot be accommodated within the one-year abatement period. Facts in Support of Finding: 1. The relocation of the proposed tenant is difficult since there are no buildings of comparable size (approximately 17,000 square feet) in the Newport Mesa Area to accommodate the tenant's needs. 2. The property owner's investment with the purchase of the property would result in a substantial loss of revenue to the property owner if the existing building could not continue to be used for nonresidential purposes. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Hearing Officer of the City of Newport Beach hereby approves the requested Abatement Period Extension (PA2014-191), subject to the findings and considerations set forth above. 2. The Abatement Period Extension for the property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment 2007-002, is hereby extended for an additional ten years and will expire on February 1, 2032, at which time all nonresidential use of the property shall cease or the building be demolished, unless an additional extension of the abatement period is granted; or an appropriate change in the Zoning District and the General Plan Land Use Designation are approve and adopted; or a change to the Zoning Regulations pertaining to nonconforming uses or their abatement are approved and adopted prior to that date. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. 4. This resolution supersedes Hearing Officer Resolution No. HO2014-002, which upon vesting of the rights authorized by this approval, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 8T" DAY OF JANUARY, 2015. BY: Bill Conners, Municipal Law Consultant Hearing Officer for the City of Newport Beach 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1b: Additional Materials Received Kobe Inc Abatement Period Extension (PA2014-191) RESOLUTION NO. HO2015-0## A RESOLUTION OF A HEARING OFFICER OF THE CITY OF NEWPORT BEACH APPROVING THE ABATEMENT PERIOD EXTENSION FOR THE PROPERTY LOCATED AT 1499 MONROVIA AVENUE (PA2014-191) THE HEARING OFFICER OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Kobe Inc., with respect to property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment No. 2007-002, in the City of Newport Beach, County of Orange, State of California, recorded October 4, 2007, as Instrument No. 2007-598931, excepting therefrom the northerly 60 feet, being more particularly described as that portion of 15th Street (60 feet wide), vacated and abandoned by Resolution No. 67-863 of the Board of Supervisors of Orange County, California, a certified copy of which was recorded August 11, 1967 in Book 8339, Page 801, of Official Records of said Orange County. The applicant requests approval of an abatement period extension. 2. The applicant proposes an extension of the required abatement period specified by Section 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code. The property is occupied by an approximately 17,000 square-foot office building. The abatement extension previously approved authorizes nonresidential uses to remain until February 1, 2022. The applicant proposes to reinvest in the existing building through interior tenant modifications and exterior fagade improvements. The applicant requests to allow the existing nonresidential use to continue to February 1, 2032, without abatement. 3. The subject property is located within the RM (Multi-Unit Residential) Zoning District and the General Plan Land Use Element category is RM (Multiple-Unit Residential). 4. The subject property is not located within the coastal zone. 5. Chapter 20.38.100 (Abatement Periods) of the Newport Beach Municipal Code (NBMC) requires nonconforming nonresidential uses in residential zoning districts to be abated and terminated upon the expiration of time periods identified by the NBMC. Following the issuance of an Abatement Order, Chapter 20.38.100 (Abatement Periods) provides that a property owner may request an extension of the abatement period in order, to amortize a property owner's investment in the property and avoid an unconstitutional taking of property; and 6. A public hearing was held on January 8, 2015, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Hearing Officer - January 08, 2015 Item No. 1b: Additional Materials Received HKea ing 0#fi1 t%es%t PponoA� 0 Page 2 of 5 Code. Evidence, both written and oral, was presented to, and considered by, the Hearing Officer at this meeting. 7. The hearing was presided over by Bill Conners, Municipal Law Consultant, Hearing Officer for the City of Newport Beach. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act) under Class 1 (Existing Facilities). 2. This abatement period extension has been determined not to have a significant effect on the environment and is exempt from the provisions of CEQA. This activity is also covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment (Section 15061(b)(3) of the CEQA Guidelines. It can be seen with certainty that there is no possibility that this activity will have a significant effect on the environment and therefore it is not subject to CEQA. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.38.100.C.4.c (Abatement Periods, Findings and Considerations) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding- A. indin :A. The length of the abatement period is not appropriate considering the owner's investment in the use; Facts in Support of Finding: 1. The property owner purchased the property in October of 2014. The applicant intends to invest more than $5 million to improve the existing building and requests an abatement extension for an additional ten years to February 1, 2032. This would leave 17 years to make use of the investment into the use on-site. The existing abatement period of seven years is insufficient given the condition of the existing building and proposed renovations. 2. Based on the information submitted, an extension of an additional 10 years for the abatement of the current uses is necessary to avoid a taking of the applicant's property; and to avoid the economic hardship that will result. 3. That the abatement extension of an additional ten years to February 1, 2032 is appropriate in this case since it will afford the property owner the ability to amortize the 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1b: Additional Materials Received HKea ing 0#fi1 t%es%t PeonoA� 0 Page 3 of 5 value of the proposed building improvements and renegotiate the financing of the property. Finding: B. The length of time the use was operating prior to the date of nonconformity justifies the extension of the abatement period beyond the code specified one year. Facts in Support of Finding: 1. The property became nonconforming with the General Plan in 2006, 8 years ago, when the City Council adopted Resolution No. 2006-76 approving the "General Plan Update". The existing structure and use conformed to the Land Use Element of the General Plan for 49 years prior to the 2006 update; and was not subject to abatement until 2008. Finding: C. The existing structure is not suitable for conversion to an alternate use. Facts in Support of Finding: 1. The building could be modified to accommodate other commercial or nonresidential uses. The existing building is currently vacant and was last occupied by an editorial and publishing business. The building was originally constructed to commercial building code requirements that are not suitable for conversion to a residential building or use. Such conversion would require demolishing and building new; or major renovation with significant structural and seismic alterations to provide adequate living areas and residential garages. Finding: 9 D. No harm to the public will result if the nonresidential uses remain beyond the one year abatement period. Facts in Support of Finding: 1. The property is in an area that includes a mix of nonresidential and residential uses; including Coastline Community College, the Banning Ranch Project; and residential and mobile home park uses (across Monrovia Avenue). The continued commercial use of the subject property is compatible with the surrounding uses and will not have any negative impact or pose harm on the neighboring residential and nonresidential uses in the vicinity. 2. That the existing office building has not posed a negative impact on the neighboring uses and the proposed upgrades will enhance the site and surrounding neighborhood. 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1b: Additional Materials Received HKea ing 0#fi1 t%es%t PeonoA� 0 Page 4 of 5 Finding: E. The cost and feasibility of relocating the uses to another site cannot be accommodated within the one-year abatement period. Facts in Support of Finding: 1. The relocation of the proposed tenant is difficult since there are no buildings of comparable size (approximately 17,000 square feet) in the Newport Mesa Area to accommodate the tenant's needs. 2. The property owner's investment with the purchase of the property would result in a substantial loss of revenue to the property owner if the existing building could not continue to be used for nonresidential purposes. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Hearing Officer of the City of Newport Beach hereby approves the requested Abatement Period Extension (PA2014-191), subject to the findings and considerations set forth above and conditions set forth in Exhibit A, which is attached hereto and incorporated bV reference. 2. The Abatement Period Extension for the property located at 1499 Monrovia Avenue, and legally described as Parcel 2 of Lot Line Adjustment 2007-002, is hereby extended for an additional ten years and will expire on February 1, 2032, at which time all nonresidential use of the property shall cease or the building be demolished, unless an additional extension of the abatement period is granted; or an appropriate change in the Zoning District and the General Plan Land Use Designation are approve and adopted; or a change to the Zoning Regulations pertaining to nonconforming uses or their abatement are approved and adopted prior to that date. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. 4. This resolution supersedes Hearing Officer Resolution No. HO2014-002, which upon vesting of the rights authorized by this approval, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 8T" DAY OF JANUARY, 2015. BY: Bill Conners, Municipal Law Consultant Hearing Officer for the City of Newport Beach 07-22-2014 Hearing Officer - January 08, 2015 Item No. 1b: Additional Materials Received HKea ing 0#fi1 t%es%t PponoA� 0 Page 5 of 5 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The Kobe, Inc. Abatement Extension (PA2014-191) shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 (Time Limits and Extensions) of the Newport Beach Zoning Code, unless an extension is otherwise granted. 07-22-2014 Item No. 1c: Additional Materials Received Hearing Officer - January 08, 2015 Kobe Inc Abatement Extension (PA2014-191) January 8, 2015, Hearing Officer Agenda Comments Submitted by: Jim Mosher( limmosherCcDyahoo.com ), 2210 Private Road, Newport Beach 92660 (949- 548-6229) Item 1: Kobe Inc Abatement Extension (PA2014-191) 1. It seems to me the purpose of the City's General Plan and Zoning Code are to ensure uses and structures of specified kinds will be established in specified areas, with a possibility the allowable uses will change over time. The purpose of the extensions of Abatement Periods allowed in Section 20.38.100 seems to be confined to protecting investments existing at the time of a zoning change from an unconstitutional taking. 2. 1 have to assume the present applicant purchased this property with full knowledge that the existing structure and use had become non-conforming and that the former owners were under an Abatement Order and had been granted a limited extension of time to bring the property into conformance with the current zoning. 3. Use of the abatement extension mechanism to encourage and "protect" new investment in uses that do not conform to the current Zoning Code seems wholly inappropriate to me. Instead I believe the proper remedy would be for the applicant to ask the City to change the zoning to something compatible with the uses and structures the applicant wishes to establish, as the City itself would presumably have done if had decided to use the site for a community center as was at one time discussed. In particular, I have trouble with the following findings: a. Finding 3.A : If the purpose of Section 20.38.100 is to protect investments existing at the time a property became non-conforming from an unconstitutional taking, the applicant's intention make a new investment in new non-conforming uses during the extended abatement period seems irrelevant. b. Finding 3.13 : The length of time the existing use has operated likewise seems irrelevant since the applicant is primarily seeking before-the-fact "abatement" for a $5 million new upgrade and use that has not yet been established. c. Finding 3.E : The cost and feasibility of"relocation" also seems irrelevant since the applicant could surely have purchased a different property with zoning appropriate for the intended use, obviating any need to relocate anything. 4. In the event the proposed Resolution is adopted, the following minor changes to the passages shown in italics are suggested in strikeout underline format: a. SECTION 2.2, lines 4-5: "... (Section 15061(b)(3) of the CEQA Guidelinesl." [close parenthesis missing] b. SECTION 4.2, line 6: "... Zoning District and the General Plan Land Use Designation are approved and adopted; or ..." c. SECTION 4.4, line 1: "This resolution supersedes Hearing Officer Resolution No. H02014 002 H02012-002, which upon ..." Item No . 1d : Additional Materials Received At Meeting 1 SITE PLAN Hearing Officer - January 08 , 2015 Kobe Inc Abatement Extension ( PA2014- 191 ) o FE I I ° I I I I I 1499 MONROVIA I I 7� I I I I MONROVIA I z I � M M KOBE NC 1499 Monrovia Ave, Newport Beach, CA January 8, 2015 Gensler '•�� t � - ...,'. `� � - � �� _. � _ � j� K ,tib. a' .r IMF owl 4 T''• % 4h" �q�' 70 4 ',+; "M1�' +h ,r y 6u; ^' - i« d». NNW 3. 11 �/ -- O - — ,. r /' ..^+•`+"'.. � \ 4;t- .. i �' J - > mei-. . t 4 N" 1 art _ -` - -ter - -�.�- s=yx'g� � -',1�'�_ �.T�a _ ��__ - •�_ ; ��_ _ 4`�t _-_,� +�-- Of Av .�-vrow y ,may ;• AA n UL I P't,- /y rr,Ale. ?s` �.�� l�e.� ?, � �! ,. N, �� • ,fir Y h Vii.-- .ts-Y. �� K'f''�� \ :)y��, � � >' • , ,y �.i - .... -` Yi. �: -. hs�L�f�j �• � �` �' :T�1:.� y' r h3> q,} e-►�h*2� t4 r r If _ ` J`� ,•.E U.#e�' � •"":"�''.AI- ��.It�� •. _ ,.__ � �'rN�� 4. _ t'�`"�^r.,:a. `.,�5 ems�.,,, �. .,4�i'' '' D.1�.,. '•.�• . !�' y.. f�R1';,.Y i, �� !r AV VC lk .3�•s \\\VVV ••�•` J .T J•J ,-"1 .-)'f.� 'tom•,� � � l-- 1 --- !* - - Ah •�,''�' -j" +' ,<<`�,\ �„ , �''„'•'//T�•�"--� ~.c• �+' �� '�` „` ,of � s ,f - — - �_ � �_ y - Item No . 1d : Additional Materials Received At Meeting 4 FLOOR PLANS HearingOfficer - January08 2015 Kobe Inc Abatement Extension ( PA2014- 191 nN E- -El-I 0 ErI ELEC RM JAN 22 CONFERENCE CLI I I I I F I O PRIVATE = GARAGE ■ ■ ■ ■ ■ L O OPEN I - CO3 CO3 OFFICE LOBBY I 00 00 I CAFEOPEN I O STADIUM 1 - - o 000 -�B� \\\ OVA STAIR ----- -- - - ► 0000 -- EE ---------- ---------- \, = --------------------- ■ ■ ■ ■ ■ 0 ELEV EL TI ACHINE OPEN O E OFFICE COPY 1 STORAGE \ 07 f\ 111 IIIL- I WOMEN'S MEN'S p o O ® ® �Y RESTROOM RESTROOM Q 7. (D C7 STORAGE IDF o 0 000 I I C( I I O O DARKROOM nn nf n n ffiri n n nffj n n n n o 0 II I0 Q Q 0 QI I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - -FIRST FLOOR SECOND FLOOR SUMMARY SUMMARY 1 GREETER 24 WORKSTATIONS 10 WORKSTATIONS 10 PRIVATE OFFICES 10 CONFERENCE SEATS 1 EXEC. PRIVATE OFFICE 12 BRAINSTORM SEATS 10 CONFERENCE SEATS 15 COLLABORATION SEATS 11 COLLABORATION SEATS KOBE I N C 1499 Monrovia Ave, Newport Beach, CA January 8, 2015 Gensler o �A Ip 01 ol r ® -- III"I M WWJ AM im ----- max- v L w. , �.' +I .■■IIIA-- � � �I Iw wlllw wlllw wlllw w� �