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CC SR 20190820 02 - Ladera Linda Master PlanRANCHO PALOS VERDES CITY COUNCIL MEETING DATE: 08/20/2019 AGENDA REPORT AGENDA HEADING: Regular Business AGENDA DESCRIPTION: Consideration and possible action to approve the Ladera Linda Park and Community Center Master Plan and to move forward with the project’s second phase , the development of detailed construction drawings RECOMMENDED COUNCIL ACTION: (1) Consideration and possible action to approve the Ladera Linda Park and Community Center Master Plan (2) Direct Staff and Johnson Favaro to proceed with Phase 2 of the project, the development of detailed construction drawings FISCAL IMPACT: Sufficient funds are currently budgeted. Amount Budgeted: $616,509 Additional Appropriation: $0 Account Number(s): 334-400-8405-8004: $300,000 (Quimby – LL Community Cntr/Design Srvices) 334-400-8405-8402: $316,509 (Quimby – LL Community Cntr/Building Improvements) ORIGINATED BY: Matt Waters, Senior Administrative Analyst REVIEWED BY: Cory Linder, Director of Recreation and Parks APPROVED BY: Doug Willmore, City Manager ATTACHED SUPPORTING DOCUMENTS: A. July 10 workshop presentation (page A-1) B. Ladera Linda Homeowner Association survey results (page B-1) C. Ladera Linda Usage Analysis (page C-1) D. July 10, 2019 Workshop Summary (page D-1) E. Refined 100% Schematic Design (page E-1) F. August 6, 2019 Herb Stark Letter (page F-1) BACKGROUND AND DISCUSSION: The 2015 Parks Master Plan Update recommended a separate Master Plan for Ladera Linda Park to include the demolition of existing buildings and the building of a new Community Center. While the park had served the residents of Rancho Palos Verdes since its 1983 opening, the pre-fabricated buildings and infrastructure were in poor condition, as evidenced by a score of “F” in a 2013 citywide infrastructure analysis. 1 At its March 20, 2018 meeting, the City Council reviewed and approved a conceptual Master Plan design for Ladera Linda Park prepared by Richard Fisher Associates after almost two years of extensive community outreach and design work. The City Council directed Staff to “proceed with developing one Request for Proposal (RFP) with two phases: Phase 1-Final Concepts Drawings and Phase 2-Detailed Construction Drawings, if the City chooses to move forward with the concept that the City has approved.” The council also gave Staff specific direction to eliminate a dry stream bed, consider reducing the size of the Discovery Room, and examine expanding the multi- purpose room. Council directed Staff to take pay particular attention to the concerns and issues affecting residents living near the park. At Council’s direction, representatives from the Seaview, Ladera Linda, Mediterrania, and Seacliff Hills homeowners’ associations (HOAs) were part of the selection process due to their proximity to the Ladera Linda site. Staff prepared a draft RFP which was reviewed and approved by the City Attorney and the City Council RFP ad hoc subcommittee, which consisted of Councilmember Ken Dyda and current Mayor Pro Tem John Cruikshank. The interview panel of City Staff and HOA representatives ranked the architecture/design firm of Johnson Favaro the highest of the five companies that advanced to the interview stage. Johnson Favaro was awarded a contract in the amount of $528,460 on December 18, 2018. Johnson Favaro has completed Phase 1 of its contract, the creation of a refined schematic design for the park and building. This phase involved extensive public outreach, including multiple meetings with representatives from four HOAs (Seaview, Ladera Linda, Mediterrania and Seacliff Hills) located near to the park, individual councilmembers, Los Serenos de Point Vicente docents, Staff, individual residents and small groups, in addition to a public workshop on July 10, 2019. While the Richard Fisher plan provided guidance, Johnson Favaro was given the freedom to modify the Fisher design based on its expertise, research and public outreach. If approved, the second phase would consist of the development of construction-ready documents that incorporate City Council revisions and directions. Johnson Favaro began its work with numerous small exploratory meetings in February 2019, with a wide range of interested parties in order to gain a better sense of the project’s nuances and community concerns and desires. This fact-finding approach was undertaken before Johnson Favaro put pen to paper. Feb. 2019 Exploratory Meetings  All five councilmembers either individually or in groups of two  City Manager Doug Willmore  City Staff  Representatives from four HOAs (Seaview, Ladera Linda, Mediterrania and Seacliff Hills)  Ladera Linda HOA Representatives 2  Mediterrania Representatives  Los Serenos De Point Vicente docents/Jay Fodor (Member of Discovery Room Sub-Committee)  Ladera Linda residents Jessica Vlaco, Mickey Rodich and Gary Randall Johnson Favaro then developed a refined conceptual design, which was informed by the following factors:  Concerns and issues raised at the exploratory meetings, including right-sizing the parking, reducing hardscape, reducing the square footage and landscape concerns  Johnson Favaro’s professional expertise and its extensive studies of the site’s possibilities and challenges  General agreement on the basic components that were the core of the Fisher design: new community center (although there continues to be disagreement on the number of rooms, primarily from members of the Ladera Linda HOA), passive lawn area, basketball courts, paddle tennis courts and low-key landscaping  No added active components such as a gym, pool or skate park  Elimination of any single-use public rooms, e.g. the Discovery Room, in favor of rooms that could serve multiple functions  A survey conducted and distributed by the Ladera Linda HOA in February 2019, designed to determine local resident interest in park activities and potential uses of the community center. Based on these meetings, which were highly productive, Staff developed a projected park usage chart, a survey created and distributed by the K (Attachment C).  A Staff-developed projected schedule for future building use based on previous classes, events and programs at Ladera Linda, activities at other locations such as Hesse Park, public outreach efforts, the exploratory meetings in February, and the 2019 Ladera Linda HOA survey (Attachment B) The conceptual design was presented in a number of meetings in June and July 2019 to essentially the same groups, individuals and council members that Johnson Favaro met with in February. There was general support for the approach taken by Johnson Favaro, particularly the reduction in building size, the realignment of active features away from the Ladera Linda (LL) HOA neighborhood, the positioning of the building away from the western bluff edge overlooking the Seaview area, and the incorporation of discovery display elements into a small meeting room that could serve additional functionality. Concerns were expressed about the usage, rental restrictions, number of rooms (some LL HOA representatives advocated for the removal of 1 -2 classrooms/meeting rooms while some residents advocated for more facilities), how to manage the attractive views, and how best to secure the building and park grounds. Other meeting attendees said they had been in favor of more active recreation components that had been discussed early in the Master Plan process, but were willing to accept the current proposed plan that emphasizes current components and passive use. 3 Below is the building diagram presented to the community at the July 10 workshop: The building contains the following components:  A dividable multi-purpose room  Two classrooms  A meeting room, with Discovery Room displays built into the walls  A docent work room  Storage and staging areas  Public restrooms  Staff office  An outdoor breezeway covered lobby  Small kitchen and staging area  Covered walkways  Janitorial and electrical rooms  Vestibules  Parking The table below shows the square footage for the current layout, Richard Fisher Associates’ design and Johnson Favaro’s proposed design. Hesse Park is added for comparison. Building Square Footage Comparison Current Buildings Hesse Park Fisher 2018 Design Johnson Favaro 2019 Assignable Square Footage 13,500 9,880 8,900 6,175* Gross Square Footage 19,000 15,000 11,700 7,037* *Total at Workshop was 5,980asf. 195asf Increase due to MEP requirements, wall thickness adjustments, and refinements to room spacing The reduction in square footage in the 2019 design in comparison with the 2018 design was achieved by reducing or eliminating the following components:  Eliminate second set of restrooms  Eliminate lobby/gallery area 4  Replace Discovery Room with smaller multi-function meeting room per Council direction  Reduction in size of multi-purpose room Below is the proposed Johnson Favaro park design (within the red outline) that was presented at the July 10 workshop at Ladera Linda: The design includes the following components/features:  6,000-square-foot building  Adjacent covered patio areas  Outdoor tiered seating area for nature talks, summer camps, etc.  58 parking spaces in courtyard located adjacent to building and playground  Naturalistic children’s playground area  One full basketball court and a 1/2 basketball court  Two paddle tennis courts  Small storage facility for public works and emergency supplies  Walking paths  Upper and lower lawn areas  Utilization of existing Forrestal Drive entrance 5  Low-impact, native, drought-tolerant landscaping  25 Preserve parking spaces located on Forrestal Drive with secure gates at start and entrance to be locked at night  Hillsides below park  Green roof Below, for comparison’s sake, are the existing park conditions and the 2018 Richard Fisher Associates design: Existing Conditions 2018 Richard Fisher Associates Design The following image shows the existing school buildings (red-striped) overlaying the proposed Johnson Favaro design: 6 The Johnson Favaro design has a reduced hardscape and vehicular circulation/parking footprint as demonstrated in the tables below: Hardscape Comparison (courts, driveway, parking) Current Buildings Fisher 2018 Johnson Favaro 2019 Acreage 2.68 acres 3.38 acres 1.59 acres Square Footage 116,900 sf 147,400 sf 69,075 sf Vehicular Circulation & Parking Comparison Current Buildings Fisher 2018 Johnson Favaro 2019 Acreage 1.5 acres 1.2 acres .88 acres Square Footage 65,500 sf 51,500 sf 38,374 sf July 10, 2019 Workshop 84 people attended a Master Plan workshop at Ladera Linda on July 10, 2019. Based on the sign-in attendance sheets, 38% of attendees were from the Ladera Linda HOA, 14% from Seaview HOA, 2% from Mediterrania, and 46% were from other parts of the City. Johnson Favaro presented its outreach efforts and proposed concept (Attachment A) which included the following:  Site and building analysis diagrams comparing the proposed concept to the existing park and the Richard Fisher design  Different site and building configurations  Summary of community outreach effort  Methodology for “right-sizing” the facility, a mock schedule prepared by Staff, and building reductions  Review of proposed building and park plans, including configuration, placement and orientation with comparisons to both existing and Richard Fisher design  Review of site sections and sight lines  Review of Preserve parking options  Concept views of the building and park  Site model of building and park in neighborhood context to scale  Model of proposed building to scale Following the presentation, attendees divided into small groups to discuss the following questions among themselves before reporting back to the entire group. The questions were:  What do you like most?  What needs improvement?  What would you add or subtract? After the group presentations, individuals asked questions and made comments about the project. 7 Johnson Favaro prepared a summary of the workshop results (Attachment D). Below are the summary’s takeaways: 1. A plurality of attendees approved the following:  The compact arrangement of the community center building and its low profile  The clean, contemporary lines of the architectural design  The setback of the building from the top of the slope overlooking the Seaview neighborhood, which protects the privacy of downslope neighbors  Location of parking between the proposed building and the hillside of the middle park tier  Location of park activities, such as the children’s playground and sports court on the upper park tier, further away from the Ladera Linda neighborhood and set back from Seaview 2. A plurality of attendees were concerned about how building and park security would be addressed in the subsequent design phase. 3. No clear consensus and a wide range of viewpoints were expressed on a number of key questions:  Are the number of rooms too many, too few, or just right?  What is the correct amount of parking that is sufficient for the community center and park?  Should Preserve parking be located in the park or on Forrestal Drive? Workshop Comment Cards 24 individuals submitted comment cards after the workshop. Many respondents wrote multiple comments on their cards, with responses ranging from the number of rooms, parking, and security, to pro/con on a dog park, overall impressions of the plan, and green roof. Below is a list of responses that received at least two comments. Workshop Comment Card Results Liked Design/# of Rooms 8 Security Concerns 4 Too Many Rooms/Smaller in Size 11 Opposed to Forrestal Parking 4 Pro-Dog Park 2 Anti-Dog Park 3 Great Meeting and Discussion 4 Should be Neighborhood Park 4 Pro-Green Roof 2 Anti-Green Roof/Pro-Solar 2 Park Should Not Be a For-Profit Venture 2 8 Traffic Concerns 2 Concern About Noise/Serenity 2 Forrestal Preserve Parking While the Forrestal Reserve is not within the park boundaries , and is therefore not part of the Master Plan scope, the issues of providing or not providing parking, and if provided, identifying where would be the best location, has been a much-debated topic throughout the entire multi-year process. Due to its importance to the local community, Johnson Favaro included this topic in all of its meetings, including the public workshop. Recommended Option: Forrestal Drive This option involves the creation of 25 parking spaces beyond Forrestal Drive gate. An additional gate would be added at eastern end of parking spaces so cars would not be able to drive past the assigned area. This would de -couple park parking from Preserve parking which was a common concern expressed by meeting attendees. It would als o direct Preserve parking away from Ladera Linda neighborhoods and establish spaces nearer to the trailhead. Expense would be minimal since the area is already paved. Concerns were expressed by some LL HOA residents that the existence of dedicated Preserve spaces would lead to increased social media awareness and a higher number of visitors. Concerns were also expressed about the possibility of vandalism and unwanted after-hour activities. Staff would recommend fencing and secure gates (blocking vehicular, pedestrian and equestrian access when closed) to address those community concerns. Recommended Location on Forrestal Drive 9 Alternative Location: Preserve/overflow lot within park on paddle tennis level 25 spaces proposed. Temporary placement of Preserve parking was approved by City Council in 2018 as part of a comprehensive Preserve Parking and access plan. This approach would likely require the installation of switchback paths to allow for ADA access from the parking lot to the Forrestal Reserve trailheads. This approach would also decrease the amount of usable park ground in favor of paved parking. Given the popularity of the Nature Preserve, there remains a pressing need to limit the impact on residences by identifying a front door to the Preserve located away from the Ladera Linda and Del Cerro neighborhoods. August 6, 2019 Letter from LL HOA resident Herb Stark Mr. Stark, writing on behalf of the LL HOA Board and Ladera Linda Park Committee, wrote to the City Council about the proposed Johnson Favaro design (Attachment F). His letter urged to City Council to accept the Johnson Favaro design as presented at the July 10 workshop with the following modifications and stated reasons:  Eliminate one classroom. It is not needed for neighborhood programming and would increase construction and maintenance costs. (Eliminating this classroom would reduce the square footage by 900 sf)  Eliminate meeting room. It is not needed for programming and would be locked most of the time, so displays would not be accessible. (Eliminating this meeting room would reduce the square footage by 625 sf)  Enclose the lobby and restrooms to allow for complete enclosure of building perimeter  Incorporate display cases in the lobby and docents could utilize display carts. The lobby is more accessible for artifact displays.  Consider security shutters for all windows and doors  No amphitheater-style steps. This discourages large groups and there would be less noise. Amphitheater-style steps would duplicate the Point Vicente Interpretive Center (PVIC).  Limit views to the south to a maximum of 50%. This will limit the number of people in the park and prevent a Marilyn Ryan Park situation. Views will increase number of visitors along with increased traffic, noise and trash.  25 Preserve parking spaces should be located on the upper park t errace, not on Forrrestal Drive. No parking is needed beyond the current lot in the park. It could become a Del Cerro Park or Marilyn Ryan Park type of issue. There could be problems keeping gate locked.  No components shall be moved closer to the southern bluffs. While all of these suggestions are available for City Council consideration, Staff and Johnson Favaro believe that their recommendations better represent the input from all the community: 10  The building and number of rooms are appropriate and merited, allowing for a greater range of potential uses. Eliminating a classroom would result in modest project cost savings.  Having display cases in the meeting room is functional and allows the docents to conduct nature tours as they have done for many years.  The amphitheater steps are a small, functional and aesthetically-pleasing component. They are not equivalent in size or purpose to the PVIC amphitheater.  Limiting views during open park hours is not a design best practice or in keeping with the City’s celebration and embrace of its majestic views. The park would be fenced and locked at night so usage would be limited to dayt ime hours.  Locating parking adjacent to trailheads and away from homes is a logical and preferable option to having Preserve parking mingled with park parking. Adding security gates and fencing will make it possible to secure both the park grounds and Preserve access. Staff is not recommending creating permanent preserve parking within a park site.  Installing security shutters on doors and windows is a common and effective measure that has worked well at Hesse Park for over 30 years and is worth considering.  No components are being considered for relocation closer to the southern bluffs. The Johnson Favaro design moved the playground further away from the Seaview overlook. Security/Rental Restrictions/Staffing Levels Concerns have been raised throughout this process regarding park security, staffing levels and usage restrictions. The analyses below are consistent with ones presented at past workshops, small group meetings and the March 20, 2018 Council meeting. Building and Park Security Analysis Neighbor concerns about security have been clearly heard. As has been noted previously, the existing park and community center layout has poor overall security due to its multiple buildings and access points, poor sightlines, numerous blind spots, and overgrown landscaping. The security plan will be more fully detailed during the construction design phase, pursuant to City Council direction. While the security design will be formalized during the construction design phase, below is a short list of the ways security will be addressed:  greatly-simplified single building design  appropriately-placed security cameras  appropriate low-level landscaping  control of ingress and egress points  comprehensive best practices, lighting design throughout park and building  increased staffing presence 11  ability to secure park perimeter at night through fencing and improved entrance gates  reduction/elimination of blind spots The refined security provisions are included in the schematic design (Attachment E). A. Security systems (keypads, glass break sensors, security cameras, etc.) will be developed in conjunction with the City, Community Center Staff and maintenance personnel to provide staff and public access to the building during operating hours and non-operating hours. The following security provisions are recommended for the project : 1. Perimeter fencing and gates at vehicular and pedestrian access points in order to secure park property and buildings • Vehicular entry gates at driveways and maintenance/storage building • Pedestrian gates from stairs or at entries onto property • Pedestrian gates at playground areas • Maintain all existing and add new fencing where needed to create continuous park perimeter fencing at or near park property line • In order to restrict access from the park to the south slope abutting the Seaview neighborhood, install fencing near top of slope below sight line 2. Site and building security and safety lighting • Site lighting at sufficient illumination levels to support camera and security force observation • Site lighting at parking lot and driveway to maintain safety • Site lighting around play areas to discourage inappropriate users • Minimal motion detection site lighting around clearly outlined walkways at head height for user safety • Lighting at appropriate areas around the building to discourage inappropriate users 3. Site and interior and exterior building cameras and motion detectors • Clear sightlines at entries of buildings allow for maximum security camera coverage around building and parking lot • Interior building cameras to be monitored, motion detector coverage used in areas where persons may congregate or approach • Fixed cameras (not capable of remote movement) to be installed upon light standards, custom camera poles, building soffits and walls sufficient to view all areas of the park and park perimeter • Cameras are connected through security system network to a server location and recording equipment 4. Glass break sensors to provide monitoring of glazed areas where security alarm will be triggered. When glass breaks, a microphone will detect the frequency emitted, distance of frequency to be determined. 12 5. Door hardware and security: door sensors and security hardware will include alarms, and special door locks (combination, push button, card key access, etc.) where applicable. B. Additional security measures: 1. Integral to the design are improved sight lines throughout the site due to the compact community center housed under one roof. Sightlines running north and south run through the building at large openings (breezeway), specifically sited windows and glazed doors, and floor to ceiling glazing (multipurpose rooms and classroom). Sightlines running east and west are unimpeded with low-lying landscaping and terracing providing full views over the site. From the entrance driveway and a drive aisle location within the parking area, a sheriff’s deputy can view a majority of the park site and building area without leaving vehicle. 2. Clear points of entry to the building spaces are within sightlines and within view of the monitoring staff office. In addition, guests are directed to overhang under building as first point of contact, reducing potential way f inding problems. 3. Increased utilization of the park and the building, combined with enhanced staff supervision, will deter undesirable behavior in the park during operating hours. 4. Planting height, placement, density and type must be considered in order to eliminate visual obstructions to all park areas. Ladera Linda Proposed Staffing Hours Ladera Linda Park staffing hours have traditionally been limited when compared to other park sites, with Staff departing at 5 p.m. regardless of the time of year. This has limited Staff’s ability to effectively and appropriately secure the park grounds. The proposed park hours would extend Ladera Linda hours to increase Staff presence and security. The following table shows current and proposed Ladera Linda Park hours and current hours at other City park sites. Park Site Hours Mon-Fri Hours Sat-Sun Hesse Park 9 a.m.-Dusk 10 a.m.-Dusk PVIC 10 a.m.-5pm 10 a.m.-5 p.m. Ryan Park 9 a.m.-Dusk 9 a.m.-Dusk Ladera Linda (current) 12 p.m.-5 p.m. 10 a.m.-5 p.m. Ladera Linda (proposed) 8 a.m.-dusk 8 a.m.-dusk Ladera Linda Park is currently staffed by one part-time staff member per shift who is overseen by a full-time recreation supervisor. The new building would likely increase 13 staffing to two part-time staff members per shift with one full-time supervisor. This is comparable to staffing levels at Hesse Park and PVIC. Ladera Linda Proposed Park Usage Concerns continue to be raised about park hours and park usage. While the park will be used more during the day, we are recommending tight restrictions on park usage and rental hours. The table below shows current Ladera Linda usage policies, proposed changes, and current policies at Hesse Park, Ryan Park and PVIC for comparison. Rental Polices LL Current LL Proposed Hesse Park Current Ryan Park Current PVIC Current Rental Hours Not specified 10 a.m.- 9 p.m. 8 a.m. - 11 p.m. 8 a.m. - 10 p.m. Noon-Midnight (Fr-Sun) Non-profit mtgs 8 a.m. - 10 p.m. (M- Th) Classes Not specified 8 a.m.- 9 p.m. 8 a.m. - 11 p.m. 8 a.m. - 10 p.m. n/a Private Rentals after 5 p.m. No current limits 2 x month ** No established limit No established limit Fri-Sun One per day max. Amplified Music (indoor only) 10 a.m. - 10 p.m. 11 a.m.- 8 p.m. 10 a.m.- 10 p.m. 10 a.m. – 10 p.m. 5 p.m. – 10 p.m. (allowed on patio, also) Special Events No limit 8/year No established limit No established limit No established limit *Restriction does not apply to non-profits, City events, or HOA rentals No nighttime special events would be permitted without City Council approval and community notification. Staff would coordinate with AYSO schedule to minimize impact. 100% Schematic Design Submittal Subsequent to the July 10 workshop, Johnson Favaro continued its work on the Ladera Linda Community Center and Park Project 100% Schematic design, following the specifications and guidelines detailed in Phase 1 of its contract (Attachment E). The document was prepared by the following professionals:  Architect: Johnson Favaro  Civil Engineer: KPFF  Structural Engineering: Englekirk  Landscape Architect: KSA Design Studio  MEP Engineering: Novus Design Studio 14 The schematic design is broken down into the following categories: 1. General project requirements 2. Civil sitework 3. Landscape 4. Structural system 5. Building enclosure 6. Interior construction and finishes 7. Mechanical (HVAC) systems 8. Electrical systems 9. Plumbing and fire protection systems 10. Technology and audiovisual systems 11. Security 12. Sustainability 13. Code analysis 14. Design standards 15. Exhibits 16. Outstanding issues Next Steps/Cost Estimate: The schematic design, if approved, or approved with modifications, will be used by Staff and Johnson Favaro as the basis to proceed with Phase 2 of the project , the creation of detailed construction drawings. This phase will include the generation of detailed cost estimates and project financing alternatives. Johnson Favaro estimates that, if approved, construction could start by June 2020 with a potential construction completion date of August 2021. ALTERNATIVES: In addition to the Staff recommendation, the following alternative actions are available for the City Council’s consideration: 1. Provide direction to Staff and Johnson Favaro regarding modifications to the proposed plan 2. Reject the proposed plan and provide direction to Staff 15 Ladera Linda Community Park A-1 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN INTRODUCTION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER JOHNSON FAVARO Community Meeting 7.10.19 This evening A-2 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN INTRODUCTION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER JOHNSON FAVARO Community Meeting 7.10.19 This evening A-3 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN INTRODUCTION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER JOHNSON FAVARO Community Meeting 7.10.19 This evening Ladera Linda Community Park Townhall Meeting July 10, 2019 •Introduction and orientation 5 min •Presentation 25 •Small group conversations 45 •Large group report back 30 •Final Public Comments 15 •Recapitulation and next steps 5 Total:125 min A-4 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN INTRODUCTION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER JOHNSON FAVARO Community Meeting 7.10.19 This evening •What do you like most? •What needs improvement? •What would you add or subtract? Ladera Linda Community Park Townhall Meeting July 10, 2019 A-5 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN INTRODUCTION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER JOHNSON FAVARO Community Meeting 7.10.19 This evening •Speak your mind •Listen to others •Be kind Ladera Linda Community Park Townhall Meeting July 10, 2019 A-6 Site concept A-7 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS LADERA LINDA PARKNATURE PRESERVE SEAVIEW NEIGHBORHOOD LADERA LINDA NEIGHBORHOOD A-8 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS UPPER GATED FORRESTAL DRIVE EXTENSION FORRESTAL DRIVEDAUNTLESS DRIVE PIRATE DRIVE A-9 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS LADERA LINDA PARK FORRESTAL DRIVE PIRATE DRIVEDAUNTLESS DRIVE A-10 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS A-11 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS PARK PROPERTY PROPERTY LINE A-12 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 EXISTING CONDITIONS: BUILDING FOOTPRINT @ 4% OF THE PROPERTY OR 8% OF USABLE SITE AREA FORMER ELEMENTARY SCHOOL BUILDINGS FOOTPRINT @ 19,000 SF (0.44 AC) A-13 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS: VEHICULAR CIRCULATION AND PARKING @ 14% OF THE PROPERTY OR 28% OF USABLE SITE AREA VEHICULAR CIRCULATION AND PARKING FOOTPRINT @ 65,500 SF (1.5 AC) A-14 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 EXISTING CONDITIONS OPEN SPACE, PLAYFIELDS AND PLAYGROUNDS @ 25% OF THE PROPERTY OR 50% OF USABLE SITE AREA PLAYGROUNDS, COURTS, FIELDS, AND PLAY AREAS FOOTPRINT @ 120,800 SF (2.77 ACRES) A-15 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 EXISTING CONDITIONS: GROUND PLANE @ 25% IMPERMEABLE OR 50% OF USABLE SITE AREA IMPERMEABLE GROUND PLANE FOOTPRINT @ 116, 900 SF (2.68 AC OR 25% OF 11 AC SITE) A-16 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 EXISTING CONDITIONS: TOPOGRAPHY LOWER PARK LEVEL STEEP SLOPE DOWN TO NEIGHBORS BELOWINTERVENING SLOPE MIDDLE PARK LEVELLOWER PARK LEVEL INTERVENING SLOPE A-17 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK EXISTING CONDITIONS LOWER SOCCER FIELDS UPPER SOCCER FIELDS UPPER PARK LEVEL MIDDLE PARK LEVEL LOWER PARK LEVEL A-18 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN A-19 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN A-20 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN MARCH 2018 COUNCIL APPROVED PARK MASTER PLAN PROPERTY LINE A-21 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN: BUILDING FOOTPRINT @ 2 ½ % OF THE PROPERTY OR 5% OF USABLE SITE AREA PROPOSED COMMUNITY CENTER FOOTPRINT @ 11,700 SF (0.27 AC) A-22 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN: VEHICULAR CIRCULATION AND PARKING @ 11% OR 22% OF USABLE SITE AREA PROPOSED VEHICULAR CIRCULATION AND PARKING (57 SPACES) FOOTPRINT @ 51,500 SF (1.2 AC) OPTIONAL PRESERVE PARKING (ABOVE GATE) A-23 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN: OPEN SPACE, PLAYFIELDS AND PLAYGROUNDS @17% OR 34% OF USABLE SITE AREA PLAYGROUNDS, COURTS, FIELDS, AND PLAY AREAS FOOTPRINT @ 82,100 SF (1.9 ACRES) A-24 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN: GROUND PLANE @ 31% IMPERMEABLE OR 62% OF USABLE SITE AREA IMPERMEABLE GROUND PLANE FOOTPRINT @ 147,400 SF (3.38 AC OF 11 AC SITE) A-25 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 GROUND PLANE PERMEABILITY EXISTING FOOTPRINT @ 116, 900 SF (2.68 AC OF 11 AC SITE) FOOTPRINT @ 147,400 SF (3.38 AC OF 11 AC SITE) COUNCIL APPROVED MASTER PLAN @ 31% IMPERMEABLE OR 62% OF USABLE SITE AREAEXISTING CONDITIONS @ 25% IMPERMEABLE OR 50% OF USABLE SITE AREA A-26 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 OPEN SPACE, PLAYFIELDS AND PLAYGROUNDS EXISTING FOOTPRINT @ 120,800 SF (2.77 ACRES) FOOTPRINT @ 82,100 SF (1.9 ACRES) EXISTING CONDITIONS @ 25% OR 50% OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 17% OR 34% OF USABLE SITE AREA A-27 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 VEHICULAR CIRCULATION EXISTING FOOTPRINT @ 65,500 SF (1.5 AC) FOOTPRINT @ 51,500 SF (1.2 AC) EXISTING CONDITIONS @14 % OR 28 % OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 11% OR 22% OF USABLE SITE AREA A-28 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 BUILDING FOOTPRINT EXISTING FOOTPRINT @ 19,000 SF (0.44 AC) FOOTPRINT @ 11,700 SF (0.27 AC) EXISTING CONDITIONS @ 4% OR 8% OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 2.5% OR 5% OF USABLE SITE AREA A-29 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLANLADERA LINDA COMMUNITY PARK EXISTING CONDITIONS SITE PLAN A-30 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLANLADERA LINDA COMMUNITY PARK OPTION A SITE PLAN A-31 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLANLADERA LINDA COMMUNITY PARK OPTION B SITE PLAN A-32 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLANLADERA LINDA COMMUNITY PARK OPTION C SITE PLAN A-33 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLANLADERA LINDA COMMUNITY PARK OPTION D SITE PLAN A-34 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 OPTION D SITE PLAN OPTION B OPTION COPTION A A-35 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 OPTION D SITE PLAN OPTION C OPTION BOPTION A A-36 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN SITE CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Delivering maximum benefit with minimum impact JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN A-37 Building concept A-38 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 CITY COUNCIL APPROVED MASTER PLAN BUILDING PROGRAM (8,900 ASF) “DISCOVERY ROOM” (1,100 SF)(2) CLASSROOMS MULTI PURPOSE ROOMLOBBY A-39 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 HESSE PARK COMMUNITY CENTER MULTI PURPOSE ROOM CLASSROOM CLASSROOMLOBBY A-40 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SUGGESTIONS (+/-5,000 SF) PARKING LOT COMMUNITY CENTER MULTI PURPOSE ROOM CLASSROOM A-41 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOAHESSE PARKCOUNCIL APPROVED MASTER PLAN A-42 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 Community outreach (1st round Feb 2019, 2nd round May 2019) •City council •City staff •Discovery docents •Ladera Linda HOA •Neighboring HOAs •Individual neighbors and others A-43 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY A-44 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY A-45 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY A-46 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 A-47 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 A-48 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY A-49 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY COMMUNITY CENTER USES A-50 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 PAINTING CLASSES (ALL GENERATIONS) CRAFT CLASSES (ALL GENERATIONS) CERAMICS CLASSES (ALL GENERATIONS) SOCIAL EVENTS (ALL GENERATIONS) SCOUTS EVENTS (ALL GENERATIONS) MOVIES (SENIORS, ADULTS, TEENS) TRAVEL SHARE (SENIORS AND ADULTS) MOMMY AND ME (PARENTS AND CHILDREN) LANGUAGE SKILLS (SENIORS, ADULTS, TEENS) PERSONAL FINANCE (SENIORS, ADULTS, TEENS) INTERNET SEARCH (SENIORS, ADULTS) COMPUTING (SENIORS, ADULTS) GENERAL FITNESS (SENIORS, ADULTS TEENS) DANCE (SENIORS, ADULTS TEENS) STRENGTH AND BALANCE (SENIORS, ADULTS TEENS) BOARD GAMES (SENIORS, ADULTS TEENS) BOOK CLUBS (SENIORS, ADULTS, TEENS) LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY COMMUNITY CENTER USES A-51 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 Ladera Linda HOA Board 1.Mentorships (seniors, middle and high school students) 2.Service clubs (Rotary, Lions, Kiwanis) 3.RPV great speakers (inspiring community members) 4.After school programs (care, study, tutoring, classes) LADERA LINDA HOMEOWNERS ASSOCIATION SURVEY A-52 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 Multi-generational and flexible •Painting classes (all generations) •Craft classes (all generations) •Ceramics classes (seniors, adults and teens) •Social events (all generations) •Scouts meetings (adults, teens, children) •Movies (seniors, adults, teens) •Travel share (seniors, adults) •Mommy and me (grandparents, parents and children) •Language skills (seniors, adults, teens) •Personal finance (seniors, adults, teens) •Book clubs (seniors, adults, teens) •Internet search (seniors, adults) •Computing (seniors, adults) •Mentoring (seniors, adults, teens) •Service clubs (Rotary, Lions, Kiwanis) •RPV great speakers (seniors, adults) •After school programs (children, teens) •Dance (ballroom etc. all generations) •Pilates (seniors, adults) •Yoga (seniors, adults) •Music (seniors, adults, teens) •HOA meetings and events •City council meetings •City presentations •Local history and nature talks •Bridge clubs •Nature preserve orientation (discovery) A-53 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE A-54 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE A-55 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE A-56 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE A-57 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE A-58 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE TUESDAY 3-4 PM A-59 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE WEDNESDAY 1-2 PM A-60 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULEFRIDAY 5 –6 PM FRIDAY 10 -11 AM MONDAY 6 -7 PM A-61 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 RPV RECREATION AND PARKS STAFF COMMUNITY CENTER USAGE PROJECTIONS AND MOCK SCHEDULE WEEK ONE WEEK TWO WEEK THREE WEEK FOUR A-62 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLAN BUILDING PROGRAM (8,900 ASF)A-63 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK CITY COUNCIL APPROVED MASTER PLAN BUILDING PROGRAM (8,900 ASF)A-64 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 POTENTIAL PROGRAM REDUCTIONS A-65 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 REDUCED COMMUNITY CENTER BUILDING PROGRAM (5,980 ASF)A-66 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 REDUCED COMMUNITY CENTER BUILDING PROGRAM (5,980 ASF)CITY COUNCIL APPROVED COMMUNITY CENTER BUILDING PROGRAM (8,900 ASF) DEDICATED DISCOVERY ROOM LOBBY ONE SET OF RESTROOMS A-67 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 REDUCED COMMUNITY CENTER BUILDING PROGRAM (5,980 ASF)CITY COUNCIL APPROVED COMMUNITY CENTER BUILDING PROGRAM (8,900 ASF) DEDICATED DISCOVERY ROOM LOBBY ONE SET OF RESTROOMS A-68 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 REDUCED COMMUNITY CENTER BUILDING PROGRAM (5,980 ASF)CITY COUNCIL APPROVED COMMUNITY CENTER BUILDING PROGRAM (8,900 ASF) DEDICATED DISCOVERY ROOM LOBBY ONE SET OF RESTROOMS A-69 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) A-70 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) A-71 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 DROP-OFF, PICK UP AND PARKING COVERED OUTDOOR LOBBY NORTH (PRESERVE) SOUTH (OCEAN) A-72 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) STAFF OFFICE RESTROOM CABANAS LAVATORY A-73 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) A-74 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) MULTI PURPOSE ROOM DIVISIBLE INTO TWO MP STAGING TABLE AND CHAIR STORAGE CLASSROOM A-75 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) MULTI PURPOSE ROOM DIVISIBLE INTO TWO CLASSROOM A-76 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) MULTI PURPOSE ROOM DIVISIBLE INTO TWO PRE-FUNCTION/POST FUNCTION LOBBY A-77 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) CLASSROOM WORK ROOM (DISCOVERY PROGRAM)MEETING ROOM CLASSROOM STORAGE A-78 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 SOUTH (OCEAN)SOUTH (OCEAN) MEETING ROOM NORTH (PRESERVE) OVERHEAD DOOR STEPS UP TO PLAYGROUND AREA A-79 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 TUESDAY 3-4 PM COMMUNITY /NON-PROFIT YOUTH DANCEAFTER SCHOOL PROGRAM NORTH (PRESERVE) SOUTH (OCEAN) A-80 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 CHILD DAY CARE CLASS ADULT SENIOR CARD GAMESSENIOR/ADULT ART WEDNESDAY 1-2 PM NORTH (PRESERVE) SOUTH (OCEAN) A-81 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 FRIDAY 10 -11 AM CHILD DAY CARE CLASS SENIOR BALANCE AND STRENGTHKIDS MUSIC NORTH (PRESERVE) SOUTH (OCEAN) A-82 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 MONDAY 6 –7 PM TEEN PROGRAM SENIOR DANCE NORTH (PRESERVE) SOUTH (OCEAN) A-83 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 CITY MEETINGS HOA BOARD MEETINGS DISCOVERY PROGRAM SMALL GROUP CLUBS AND NON PROFITS NORTH (PRESERVE) SOUTH (OCEAN) A-84 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 NORTH (PRESERVE) SOUTH (OCEAN) DISCOVERY WORK ROOM MEETING ROOM PERMANENT DISPLAYS A-85 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 MEETING ROOM PERMANENT DISPLAYS DISCOVERY ACCOMMODATIONS A-86 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN BUILDING CONCEPT RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Right sizing the facility JOHNSON FAVARO Community Meeting 7.10.19 MEETING ROOM PERMANENT DISPLAYS DISCOVERY ACCOMMODATIONS A-87 Park configuration A-88 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK SCALE AND CHARACTER A-89 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN A-90 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN NATIVE LANDSCAPE NATIVE LANDSCAPE UPPER LAWN AREA LOWER LAWN AREA A-91 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN A-92 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN EXISTING FORRESTAL DRIVE ENTRANCE COMMUNITY CENTER PARKING LOT (58 Spaces)EXISTING DRIVEWAY COMMUNITY CENTER A-93 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN STAIRS AND TRAILS UP TO PRESERVE/DOWN TO PARK C OPTIONAL UNPAVED PARKING AT UPPER FORRESTAL DRIVE (Overflow and/or Preserve) EXISTING PADDLE TENNIS COURTS COMMUNITY CENTER FLOOR PLAN 1 ½ BASKETBALL COURTS UPPER LAWN AREA CHILDREN’S PLAYGROUND PARK SUPPORT AND EMERGENCY SUPPLIES STORAGE A-94 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN COMMUNITY CENTER FLOOR PLAN PATHS AND NATIVE VEGETATION LOWER LAWN AREAUPPER LAWN AREA HILLSIDE BELOW PARK A-95 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN COMMUNITY CENTER FLOOR PLAN A-96 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN A-97 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN FOOTPRINT OF EXISTING SCHOOL BUILDINGS A-98 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN FOOTPRINT OF MASTER PLAN COMMUNITY CENTER A-99 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN COMMUNITY CENTER A-100 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN UPPER FORRESTAL DRIVEDAUNTLESS DRIVE COMMUNITY CENTERTOP OF SLOPE NATIVE LANDSCAPE BUFFER 30-100 FT A-101 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 OPTION “D” SITE PLAN LADERA LINDA NEIGHBORHOODUPPER PARK COMMUNITY CENTER LOWER PARK LANDSCAPE BUFFER @ FORRESTAL DRIVE A-102 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 BUILDING FOOTPRINT EXISTING FOOTPRINT @ 19,000 SF (0.44 AC) MASTER PLAN FOOTPRINT @ 11,700 SF (0.27 AC) EXISTING CONDITIONS @ 4% OR 8% OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 2.5% OR 5% OF USABLE SITE AREA OPTION “D” FOOTPRINT @ 7,300 SF (0.17 AC) OPTION “D” SITE PLAN @ 1 ½ % OR 3% OF USABLE SITE AREA A-103 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 FIELDS, COURTS AND PLAYGROUNDS EXISTING FOOTPRINT @ 120,800 SF (2.77 ACRES) FOOTPRINT @ 82,100 SF (1.9 ACRES) EXISTING CONDITIONS @ 25% OR 50% OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 17% OR 34% OF USABLE SITE AREA OPTION “D” SITE PLAN @ 15% OR 30% OF USABLE SITE AREA OPTION “D” FOOTPRINT @ 73,100 SF (1.7 AC) A-104 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 VEHICULAR CIRCULATION AND PARKING EXISTING FOOTPRINT @ 116, 900 SF (2.68 AC OR 25%OF 11 AC SITE) EXISTING FOOTPRINT @ 65,500 SF (1.5 AC) FOOTPRINT @ 51,500 SF (1.2 AC) EXISTING CONDITIONS @14 % OR 28 % OF USABLE SITE AREA CITY COUNCIL APPROVED MASTER PLAN @ 11% OR 22% OF USABLE SITE AREA OPTION “D” SITE PLAN @ 10% OR 20% OF USABLE SITE AREA OPTION “D” FOOTPRINT @ 47,600 SF (1.1 AC) A-105 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN PARK CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Integration of the building, park amenities and landscape JOHNSON FAVARO Community Meeting 7.10.19 GROUND PLANE PERMEABILITY EXISTING FOOTPRINT @ 116, 900 SF (2.68 OF 11 AC SITE) FOOTPRINT @ 147,400 SF (3.38 AC OF 11 AC SITE) COUNCIL APPROVED MASTER PLAN @ 31% IMPERMEABLE OR 62% OF USABLE SITE AREA EXISTING CONDITIONS @ 25% IMPERMEABLE OR 50% OF USABLE SITE AREA OPTION “D” SITE PLAN @ 15% OR 30% OF USABLE SITE AREA OPTION “D” FOOTPRINT @ 74,700 SF (1.7 AC) A-106 Nature preserve parking A-107 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN NATURE PRESERVE PARKING RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Separate but related issue JOHNSON FAVARO Community Meeting 7.10.19 OPTION 1: UPPER PARK UPPER PARK (25 Spaces) A-108 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN NATURE PRESERVE PARKING RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Separate but related issue JOHNSON FAVARO Community Meeting 7.10.19 OPTION 2: UPPER FORRESTAL DRIVE UPPER FORRESTAL DRIVE (25 Spaces) A-109 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN NATURE PRESERVE PARKING RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Separate but related issue JOHNSON FAVARO Community Meeting 7.10.19 OPTION 3: AT SOCCER FIELDS NATURE PRESERVE (TBD No. of Spaces) A-110 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN NATURE PRESERVE PARKING RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Separate but related issue JOHNSON FAVARO Community Meeting 7.10.19 OPTION 3: AT SOCCER FIELDS PRESERVE PARKING OPTIONS UPPER FORRESTAL DRIVE (25 Spaces) OPTION 2: UPPER FORRESTAL DRIVE NATURE PRESERVE (TBD No. of Spaces) UPPER PARK (25 Spaces) A-111 Community center configuration A-112 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK COUNCIL APPROVED MASTER PLAN A-113 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK COUNCIL APPROVED MASTER PLAN A-114 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY PARK COUNCIL APPROVED MASTER PLAN A-115 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA COMMUNITY CENTER SCALE AND CHARACTER A-116 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 TAJ MAHAL A-117 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER LOOKING SOUTHWEST A-118 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER LOOKING SOUTHWEST A-119 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER LOOKING SOUTH A-120 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 MULTI-PURPOSE ROOM MULTI-PURPOSE ROOMCLASSROOM COVERED OUTDOOR LOBBY STAFF OFFICE A-121 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 CLASSROOMRESTROOMS MEETING ROOM A-122 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 MEETING ROOM A-123 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER MEETING ROOM DISCOVERY DISPLAY CABINETS DISCOVERY WORKROOM A-124 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER DISCOVERY DISPLAY CABINETS DISCOVERY WORKROOM MEETING ROOM A-125 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COVERED OUTDOOR LOBBY MULTI-PURPOSE ROOM RESTROOMS TABLE AND CHAIR STORAGE STAGING KITCHEN COMMUNITY CENTER CLASSROOM CLASSROOM MEETING R4OOM DISCOVERY WORKROOM STAFF OFFICE AND RESTROOMS A-126 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19BUILT IN DEPTH FOR GREEN ROOF COMMUNITY CENTER FROM ABOVE LOOKING NORTH WEST A-127 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19POSSIBLE GREEN ROOF COMMUNITY CENTER FROM ABOVE LOOKING NORTH WEST A-128 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 SITE MODEL A-129 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 SITE MODEL A-130 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER LOOKING SOUTH A-131 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA PARK LOOKING EAST A-132 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 LADERA LINDA PARK LOOKING WEST A-133 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMUNITY CENTER CONFIGURATION RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Deference to the geography of the site, the park and its neighbors JOHNSON FAVARO Community Meeting 7.10.19 COMMUNITY CENTER LOOKING SOUTHWEST A-134 •Arrange yourselves at tables by color •Identify yourselves and who you represent •Select a moderator •Select a speaker •Address each question in order Ladera Linda Community Park Townhall Meeting Small Group Discussion July 10, 2019 A-135 •What do you like most? •What needs improvement? •What would you add or subtract? Ladera Linda Community Park Townhall Meeting July 10, 2019 A-136 A-137 SITE ANALYSIS PRELIMINARY REPORTMIRMAN SCHOOL CAMPUS MASTER PLAN COMMENTS AND QUESTIONS RANCHO PALOS VERDES LADERA LINDA PARK AND COMMUNITY CENTER Next Steps JOHNSON FAVARO Community Meeting 7.10.19 Matt Waters MattW@rpvca.com 310-544-5218 Ladera Linda Park Master Plan http://www.rpvca.gov/982/Ladera-Linda-Park-Master-Plan A-138 Ladera Linda Park Homeowner Association Survey On February 27th the Ladera Linda Homeowner Association (HOA) Park Committee met with Johnson Favaro, the architect selected by the City to design the Ladera Linda Park and Neighborhood Park. In that discussion the firm laid out their vision for the park. Johnson Favaro would be starting from a clean slate with the following guidelines; • Decrease the present baseline hardscape to increase the park landscape. This would mean potentially a smaller building and less parking. • All rooms in the new facility would be multipurpose to increase the usage and designed to meet present and future needs. • The design would be a neighborhood park focused primarily on the needs of the local residents in the four Homeowner Associations, Ladera Linda, Seaview, Seacliff and Mediterranea with priority given to Ladera Linda as the most impacted residents. The Ladera Linda HOA committee’s mission, in the design of the park, is to assure the park will not impact negatively on the quality of life of the area residents. Ladera Linda Park is unique in that access to the park is through a residential street and the only access for the residents. This limited access is also shared with the AYSO soccer fields and the nature preserve presenting a parking and traffic problem. The committee’s objective is therefore to assure that the scale of the park and facility does not result in a destination venue for social media and party site thus becoming an attractive nuisance. The Ladera Linda HOA Park Committee suggested a survey of their association of 178 residences would be made to give purpose to the design being contracted to Johnson Favaro. (Attachment 1) Other HOA’s in attendance and city staff, at the meeting, asked for a copy of the survey form that they might use in some manner. The survey form was developed to give the residents who live nearest the new facility (and those who would be most likely to utilize its amenities) an opportunity to express what they might want to use and enjoy. The form is intended to define interests in major elements of the park as well as activities that could be included in the new building. The survey was sent to all 178 residences of the Ladera Linda HOA by e-mail or hard copy to those residences that did not respond to the e-mail or did not have a computer or valid e-mail address. The survey results are shown (Attachment 2) along with comments. One hundred thirty four responses were received. The results validated Johnson Favaro’s comment of reducing the hardscape in favor of increasing the landscape as the majority of the inputs recommended walking trails, benches and shade areas. As for outside activities, the recommendations were to retain the present activities, paddle tennis courts, children’s play area and a single basketball court. Although the inputs do not indicate any one program, there was interest for minimum of activities in the new facility for such programs as socials, fitness & balance, computer B-1 classes, and book clubs. This would suggest that a maximum two room (one large and one small) flexible configuration would meet the needs of the local community. Those suggested activities could easily be accommodated in any of the three multi-purpose rooms where the large assembly room could be divided making up a three room configuration. The large assembly room should be sized to accommodate Homeowner Association meetings/socials and the occasional workshops. The structure would have minimum restrooms, reception space, and food prep area. In summary the facility design is suggested to follow the following guidelines:  Maximize landscape  All rooms and storage will be multipurpose and used in support of the park  Local neighborhood focused rather than a destination venue  Prevent negative impacts on quality of life of local residents  Avoid being a large crowd friendly location for any purpose  Integrate the shape and appearance of the building into the topography and texture of the site.  Limit inclusion of the Discovery Room materials to the facility entrance display cases and to only those items that are local and unique. (It should be noted that out of the 134 responses none covered retaining the Discovery Room)  Allow for future building expansion if justified  Consider options that will minimize the construction disruption to the neighborhood and total time the site is unavailable. We prefer to keep it a neighborhood park that isn't intrusive to the Ladera Linda community’s quality of life and the reason we moved here in the first place. Clearly the results show a park with a building on it, not a building with a park around it. Respectively submitted Ladera Linda Park Committee March 28, 2019 Distribution Johnson Favaro Recreation and Parks Staff City Council Members B-2 Ladera Linda Park Use Survey The City of Rancho Palos Verdes has engaged Johnson Favaro Architects (https://www.johnsonfavaro.com) to design the Ladera Linda Park and the Neighborhood Center. In meetings with Johnson Favaro, they have indicated that the park would be designed to meet the needs of the local community. Your HOA Board has developed the following survey to help the contractor plan the facility. Pla nning means they could determine room numbers, dimensions, conf gurations, and amenities if they knew what future use might be. The survey will also be used by Recreation & Parks to plan activities and schedules for the Center. Please check the box indicating your interest according to age group. A family may have interests in multiple age groups. If you would like to add an activity that is not listed, please include it below under Other. We encourage input from all adult residents of Ladera Linda. We ask you to select your three highest prorities, three from the Park and three from the Center. (Maximum 6 selections per individual) Please return promptly for planning is in progress. Ask your Board if you have any questions. Your opinion is critically important to us. Please take a minute to compete and return the survey. Name____________________________________Address_________________________________________________________ Opt Out I am not interested in participating in Activities at the Neighborhood Center ____ Why?___________________________________________________________________________________ Park Activities Paddle Tennis Courts ___ Basketball Court ___ Picnic Tables ___ Children’s Play Area ___ Walking Trails ___ Benches ___ Exercise and Fitness Stations ___ Shade areas ___ Relaxation or meditation area ___ Volleyball ___ Other _____________________________________________________________ Adults Seniors Teens Children Comments How many residents are included in this survey ___ ___ ___ ___ _____________________ Neighborhood Center Activities Art Ceramics ___ ___ ___ ___ ______________________ Crafts ___ ___ ___ ___ ______________________ Oil Painting ___ ___ ___ ___ ______________________ Watercolors ___ ___ ___ ___ ______________________ Woodwork ___ ___ ___ ______________________ Clubs Movies ___ ___ ___ ___ ______________________ Scouts ___ ___ ___ ___ ______________________ Social ___ ___ ___ ___ ______________________ Discussion Books ___ ___ ___ ___ ______________________ Financial advice ___ ___ ___ ______________________ Language skill What language?____________ ___ ___ ___ ___ ______________________ Mommy and me class ___ ___ ______________________ Travel experience/planning ___ ___ ______________________ Electronics Computer ___ ___ ___ ___ ______________________ Cox internet and TV troubleshooting ___ ___ ______________________ Cell phone learning ___ ___ ______________________ Exercise Dance What style?______________________ ___ ___ ___ ___ ______________________ Balance and strengthening ___ ___ ______________________ Fitness class ___ ___ ___ ______________________ Games Board Games ___ ___ ___ ______________________ Other ______________________________________________________________________________________________________ B-3 0 10203040506070 Paddle Tennis Courts Basketball Court Picnic Tables Children's Play Area Walking Trails Benches Exercise & Fitness Stations Shade areas Relaxation or meditation area Volleyball Responses Park Activites 0 102030405060708090 Adults Seniors Teens Children Responses Residents B-4 0 10203040 Opt Out Responses Opt Out 0 10203040 Ceramics Adults Ceramics Seniors Ceramics Teens Ceramics Children Craft Adults Craft Seniors Craft Teens Craft Children Oil Painting Adults Oil Painting Seniors Oil Painting Teens Oil Painting Children Watercolors Adults Watercolors Seniors Watercolors Teens Watercolors Children Woodwork Adults Woodwork Seniors Woodwork Teens Responses Art B-5 0 10203040 Movies Adults Movie Seniors Movie Teens Movie Children Scouts Adults Scouts Seniors Scouts Teens Scouts Children Social Adults Social Seniors Social Teens Social Children Responses Clubs 0 10203040 Books Adults Books Seniors Books Teens Books Children Financial Advice Adults Financial Advice Seniors Financial Advice Teens Language Skill Adults Language Skill Seniors Language Skill Teens Language Skill Children Mommy & Me Adults Mommy & Me Seniors Travel Experience Adults Travel Experience Seniors Responses Discussion B-6 0 10203040 Cell Phone Adults Cell Phone Seniors Computer Adults Computer Seniors Computer Teens Computer Children Cox Internet Adults Cox Internet Seniors Responses Electronics 0 10203040 Balance & Strengthening Adults Balance & Strengthening Seniors Dance Adults Dance Seniors Dance Teens Dance Children Fitness Class Adults Fitness Class Seniors Fitness Class Teens Responses Exercise 0 10203040 Board Games Adults Board Games Seniors Board Games Teens Responses Games B-7 Ladera Linda Park Survey Comments Each item listed is from an individual survey. Board Comments 1. Mentorship sessions – seniors mentoring / tutoring our middle school high school students; our middle school and high school students teaching our seniors computer skills and how to use their mobile devices better. 2. Service club meetings – either formal (Rotary; Lions; Kiwanis) or just a home- grown Ladera Linda community service organization 3. RPV Great Speakers – start a Great Speakers Night by our own RPV folks on their life experiences / a topic of interest from their careers. We have so many talented, important and interesting people here in our community – just let them show some pictures / charts and talk / lecture -- I bet we could even sell tickets 4. After school day care – a safe learning / study place for after school which could dovetail with the mentorship idea above Opt Out 1. I enjoy outdoor activities in open areas, I do not plan to utilize the park facilities, nor am I interested in new facilities that would attract additional visitors from other areas. My preference would be to return the entire grounds to open space area, include it as part of preserves, and control crowds through very limited parking. 2. I don’t on plan on utilizing the facilities at Ladera Linda. Open space is the best. No need for a building. Limited parking, I enjoy walking to the LL park. 3. I just want to enjoy my last few years looking at the great view......I am 87 and done my participating already. Thanks anyway 4. I have not used the center in the past, I do not plan to in the future. I prefer to keep the area "low key" and not attract outside visitors and traffic 5. No interest. My primary activities including hiking and mountain biking in the preserves, which do not involve the park or community center. 6. Ages, late 80's and early 90's 7. No longer can get there. 8. Lived here for 54 years. Want the best for my neighborhood 9. We are in our very late eighties! 10. Have never used the community center in the past and don't plan on doing so in the future 11. Don't use any of the facilities. It should be kept to absolute minimum. Park Activities 1. Horse shoes, bocce 2. No weddings or musical events 3. Dog park area B-8 4. Would like benches by the walking trails, and shade over the picnic tables near play area. 5. Water fountains with bottle fill stations and clean bathrooms 6. Birding 7. Soccer fields and tennis courts 8. Horse Trails 9. Dog Park off leash with room to run on grass not bark 10. Tennis courts & nice horizon view bench like the expansive view area on the panoramic trail Residents 1. Have adult children and young grandchildren in the south bay Art Watercolors 1. For beginners Clubs Movies 1. Summer Nights Social 1. No weddings or other loud events in the evening Discussion Mommy and Me Class 1. Grandma and me? Language 1. Spanish 2. Italian, For travel 3. or American sign language, French 4. Italian 5. Spanish 6. Spanish 7. Chinese 8. Spanish Travel Experience 1. Including a photography class B-9 Exercise Dance Style 1. Ballroom, 2. Hip Hop, Line 3. Dancing 4. Zumba 5. Other styles ok-square dance, Scottish dance, tap dance, Line dancing 6. Ballet or modern 7. Ballroom 8. Zumba 9. Any 10. Ballroom 11. Zumba 12. Zumba Fitness 1. Yoga TAI CHI 2. Yoga or Pilates 3. Yoga Games 1. Games for teens? Other 1. A facility available for rent for private events 2. Weddings, parties, community meeting place. Community room must be significantly larger than present multipurpose room. Must be able to serve food. Less is More! 3. Most these of this “activities” listed can be done at home. Please don’t bring more traffic into the area. 4. Croquet, Bocce Ball, Shuffleboard, Corn hole, Self Defense 5. Please keep as many mature trees and general foliage as possible. 6. I worry for too much traffic, Best park best 7. Pilates, Yoga classes, Music Classes 8. Yoga 9. Would be interested in a GOOD yoga class-teacher should be certified. Would love an arts & crafts class I could do with my grandchildren. I also think a Mommy & Me class or Playgroup would be great, and room for book club meetings. I would use all the above. 10. No late receptions or events, nothing past 2100 11. HOA gatherings-- Holiday parties, Annual meetings, Speakers for neighborhood presentations -- e.g. City Council & Safety presentations B-10 12. Please no loud social gatherings such as wedding receptions; maybe offer first aid/CPR/AED training classes 13. No weddings or other loud events in the evening; no large scale events that conflict with AYSO schedule 14. Walking / jogging track/path around perimeter of the park; guest lectures by community members (requires audio-visual capability in the center) 15. Use for local residents, not out-of-city visitors 16. Presentations on local animals, plants and insects, archeology (fossils) Marine manuals (whales, sea lions, etc.), geology and history of the peninsula 17. Tax prep classes 18. Yoga 19. I will not be participating in any activities at the Neighborhood Center building 20. Active prayer gatherings 21. Astronomy 22. We prefer to keep it a small community park that isn't intrusive to the Ladera Linda community by non-residents of this community 23. Concerned that community will change. Hoping Ladera Linda will maintain its quiet peaceful place to be in nature. Please don't turn it into a loud trash on Monday. Disturbing noisy for neighbors, bringing in unruly crowds who speed and don't respect rules or the beautiful preserve. Thank you. 24. No Activities. Not on board with turning the area into an entertainment destination. 25. Not interested in Activities 26. I am for the least development of the open space and community center 27. I am for the least development of our precious open space and community center 28. Bridge 29. Great Speakers - Wide range of topics - ie Lecture Series 30. Please include a dog park with fences so they can run off leash for a good space like the open grasses area at the front of the park now where the basketball courts & play structures are 31. Please include a dog park with fences so they can run off leash for a good space like the open grasses area at the front of the park now where the basketball courts & play structures are 32. Will not participate 33. It's important that consideration is given to not design a facility that will draw all of greater LA to the area. This includes not removing bushes/trees to create a Del- Cerro like "view" destination. 34. Traffic light at Forrestal & PVDS 35. Security cameras in neighborhood 36. Prefer not to; moved here for the beautiful canyon & to be outdoors B-11 Projected Ladera Linda Usage: The attached projected schedules show a typical future month of indoor activity at Ladera Linda Community Center on a weekly basis. The usage types and levels are based on the following inputs: • previous events, classes, and programs offered at Ladera Linda: 2015-2019 • activities at other locations such as Hesse Park • public outreach efforts • recent meetings with local HOAs and individual residents • recent Ladera Linda HOA Survey The input we have received tells us that these uses reflect real demand. The level of usage would involve the building up of relationships with local non-profits, instructors and community groups. The HOAs and neighbors have expressed a need for the accommodation of adult and senior activities. Accordingly, adult/senior activities included on the schedules are: • Daily senior exercise classes • Book club • Tech/Computer classes • Social Gatherings • Card games • Tai Chi • Painting Classes • Dance Classes The schedule also includes classes and activities geared for children, teen programming, nature-themed activities (in conjunction with organized hikes), youth dance, community/non-profit rentals, and private rentals. The schedules demonstrate that uses would be spread throughout the week The schedule uses the following usage code: Adult/Senior programming Child programming Teen programming Non-Profit/Community rentals Nature/Based Private Rental Youth Dance It is important to remember that the 3/20/18 City Council report on the Ladera Linda Master Plan contained the following constraints on park usage and rentals based on resident concerns about park security and usage levels: C-1 Rental Polices Current Proposed Rental Hours Not specified to Midnight 10am-9pm Classes Not specified 8am-9pm Private Rentals after 5pm No current limits 2 x month ** Amplified Music (indoor only) 10am-10pm 11am-8m 9am-8pm classes Special Events No limit 8/year Outdoor Use (drop in) Not specified >25 requires approval *Restriction does not apply to non-profits, City events, or HOA rentals C-2 WeeK 1 Ladera Linda Draft Usage Schedule: Week 1 Time Room Sunday Monday Tuesday Wednesday Thursday Friday Saturday MPR Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25) Class Class MPR Class Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Kids Arts and Crafts (10-20) Class Kids Arts & Crafts (10-20)Kids Cooking Class (10-20)Kids Arts & Crafts (10-20)Kids Cooking Class(10-20)Kids Arts & Crafts (10-20)Senior Book Club (10-30) MPR Non-profit Mtg (20-50)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20) Class Kids Music (10-20)Kids Music (10-20)Hike/Nature Talk (60-100)Kids Music (10-20)Senior Book Club (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Kids Arts and Crafts (10-20) MPR Non-profit Mtg (20-50)Non-profit Org Mtg (20-40)Kids Storytime (10-20)Kids Storytime (10-20)Senioir Movie Lunch Club (10-40)Tai Chi (10-20) Class Senior Tech/Computer (10-20)Senior Tech/Computer (10-20)Hike/Nature Talk (60-100) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Kids Bday Party (10-50)Non-profit Org Mtg (20-40)Senior Lunch Social (10-30)Senioir Movie Lunch Club (10-40)Community/HOA Mtg (30-80) Class Senior Lunch Social (10-30)Hike/Nature Talk (60-100) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Kids Bday Party (10-50)Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40)Community/HOA Mtg (30-80) Class Senior/Adult Art (10-20) Ceramics (10-20)Senior/Adult Art (10-20) Ceramics (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Kids Bday Party (10-50)Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40) Class Non-profit Mtg (20-40)Non-profit mtg (20-40)Senior Friday Finances (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Non-profit Mtg (20-40)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Non-profit Org Mtg (20-40)Tai Chi (10-20)Non-profit mtg (20-40) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) MPR Non-profit Mtg (20-40)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) Class Non-profit Org Mtg (20-40)Yoga (10-15) MPR Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rental (10-20) Class MPR Adult/Senior Dance (10-20)Private Rental (30-100) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rental (10-20) Class Teen Program (10-20) MPR Adult/Senior Dance (10-20)Senior Adult Tap (10-20)Private Rental (30-100) Class Community Rental (10-20) Class MPR Private Rental (30-100) Class Class MPR Class Class 8pm-9pm 9pm-10pm 2pm-3pm 3pm-4pm 4pm-5pm 5pm-6pm 6pm-7pm 7pm-8pm 1pm-2pm Key: Adult Senior Child Teen Non-Profit/Community Nature/Based Private Rental Youth Dance 8am-9am 9am-10am 10am-11am 11am-12pm 12pm-1pm C-3 WeeK 1 Ladera Linda Draft Usage Schedule: Week 2 Time Room Sunday Monday Tuesday Wednesday Thursday Friday Saturday MPR Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25) Class Class MPR Class Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Kids Arts and Crafts (10-20) Class Kids Arts & Crafts (10-20)Kids Cooking Class (10-20)Kids Arts & Crafts (10-20)Kids Cooking Class(10-20)Kids Arts & Crafts (10-20)Senior Book Club (10-30) MPR Private Rental (20-50)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20) Class Kids Music (10-20)Kids Music (10-20)Kids Music (10-20)Senior Book Club (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Kids Arts and Crafts (10-20) MPR Private Rental (20-50)Kids Storytime (10-20)Kids Storytime (10-20)Senioir Movie Lunch Club (10-40)Tai Chi (10-20) Class Senior Tech/Computer (10-20)Senior Tech/Computer (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Private Rental (20-50)Non-profit org (30-60)Senior Lunch Social (10-30)Senioir Movie Lunch Club (10-40) Class Senior Lunch Social (10-30)Community Rental (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Adult Senior Card Games (20-40)Non-profit org (30-60)Adult/Senior Card Games (10-40) Class Senior/Adult Art (10-20) Ceramics (10-20)Senior/Adult Art (10-20) Ceramics (10-20)Community Rental (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Senior Travel Talk (10-30)Adult Senior Card Games (20-40)Non-profit org (30-60)Adult/Senior Card Games (10-40) Class Non-profit mtg (20-40)Senior Friday Finances (10-30)Community Rental (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Senior Travel Talk (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Tai Chi (10-20)Non-profit mtg (20-40) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) MPR Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Youth Martial Arts After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) Class Yoga (10-15) MPR Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30) Class Youth Martial Arts Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rentall (20-40) Class MPR Adult/Senior Dance (10-20) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rentall (20-40) Class Teen Program (10-20) MPR Adult/Senior Dance (10-20)Senior Adult Tap (10-20) Class Class MPR Class Class MPR Class Class 12pm-1pm Key: Adult Senior Child Teen Non-Profit/Community Nature/Based Private Rental Youth Dance 8am-9am 9am-10am 10am-11am 11am-12pm 7pm-8pm 8pm-9pm 9pm-10pm 1pm-2pm 2pm-3pm 3pm-4pm 4pm-5pm 5pm-6pm 6pm-7pm C-4 WeeK 1 Ladera Linda Draft Usage Schedule: Week 3 Time Room Sunday Monday Tuesday Wednesday Thursday Friday Saturday MPR Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25) Class Class MPR Class Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Kids Arts and Crafts (10-20) Class Kids Arts & Crafts (10-20)Kids Cooking Class (10-20)Kids Arts & Crafts (10-20)Kids Cooking Class(10-20)Kids Arts & Crafts (10-20)Senior Book Club (10-30) MPR Non-profit Mtg (20-50)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20) Class Kids Music (10-20)Hike/Discovery Room (60-100)Kids Music (10-20)Kids Music (10-20)Senior Book Club (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Kids Arts and Crafts (10-20) MPR Non-profit Mtg (20-50)Non-profit Org Mtg (20-40)Kids Storytime (10-20)Kids Storytime (10-20)Senioir Movie Lunch Club (10-40)Tai Chi (10-20) Class Senior Tech/Computer (10-20)Hike/Discovery Room (60-100)Senior Tech/Computer (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Non-profit Org Mtg (20-40)Hike/Discovery Room (60-100)Senior Lunch Social (10-30)Senioir Movie Lunch Club (10-40)Kids Party 20-50 Class Senior Lunch Social (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40)Kids Party 20-50 Class Senior/Adult Art (10-20) Ceramics (10-20)Senior/Adult Art (10-20) Ceramics (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40)Kids Party 20-50 Class Non-profit Mtg (20-40)Non-profit Org Mtg (20-40)Non-profit mtg (20-40)Senior Friday Finances (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Non-profit Mtg (20-40)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Non-profit Org Mtg (20-40)Tai Chi (10-20)Non-profit mtg (20-40) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) MPR Non-profit Mtg (20-40)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) Class Yoga (10-15) MPR Private Rental (30-100)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20) Class MPR Private Rental (30-100)Adult/Senior Dance (10-20)Community Rental (10-20) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20) Class MPR Private Rental (30-100)Adult/Senior Dance (10-20)Senior Adult Tap (10-20)Community Rental (10-20) Class Class MPR Private Rental (30-100)Community Rental (10-20) Class Class MPR Class Class 12pm-1pm Key: Adult Senior Child Teen Non-Profit/Community Nature/Based Private Rental Youth Dance 8am-9am 9am-10am 10am-11am 11am-12pm 7pm-8pm 8pm-9pm 9pm-10pm 1pm-2pm 2pm-3pm 3pm-4pm 4pm-5pm 5pm-6pm 6pm-7pm C-5 WeeK 1 Ladera Linda Draft Usage Schedule: Week 4 Time Room Sunday Monday Tuesday Wednesday Thursday Friday Saturday MPR Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25)Seniors Exercise (10-25) Class Class MPR Class Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Parent N Me (15-20)Kids Arts and Crafts (10-20) Class Kids Arts & Crafts (10-20)Kids Cooking Class (10-20)Kids Arts & Crafts (10-20)Kids Cooking Class(10-20)Kids Arts & Crafts (10-20)Senior Book Club (10-30) MPR Private Rental (20-50)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20)Adult Sr Fitness (10-20)Senior/Balance & Strength (10-20) Class Kids Music (10-20)Kids Music (10-20)Kids Music (10-20)Senior Book Club (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Kids Arts and Crafts (10-20) MPR Private Rental (20-50)Kids Storytime (10-20)Kids Storytime (10-20)Senioir Movie Lunch Club (10-40)Tai Chi (10-20) Class Senior Tech/Computer (10-20)Senior Tech/Computer (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Private Rental (20-50)Senior Lunch Social (10-30)Senioir Movie Lunch Club (10-40) Class Senior Lunch Social (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40) Class Senior/Adult Art (10-20) Ceramics (10-20)Senior/Adult Art (10-20) Ceramics (10-20) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Senior Travel Talk (10-30)Adult Senior Card Games (20-40)Adult/Senior Card Games (10-40) Class Comm/Non Proft (10-20)Non-profit mtg (20-40)Senior Friday Finances (10-30) Class Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20)Child Day Care Class (10-20) MPR Senior Travel Talk (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Comm/Non Proft (10-20)Tai Chi (10-20)Non-profit mtg (20-40) Class After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) MPR Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Senior Adult Oil Painting (20-30) Class Youth Martial Arts After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20)After School Program (10-20) Class Yoga (10-15) MPR Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30)Youth Dance (10-30) Class Youth Martial Arts Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rentall (20-40) Class MPR Community Rental (20-50)Adult/Senior Dance (10-20)Community/Non Profit (20-50) Class Teen Program (10-20)Senior/Adult Computer (10-20)Teen Program (10-20)Senior/Adult Computer (10-20)Community Rentall (20-40) Class Teen Program (10-20) MPR Community Rental (20-50)Adult/Senior Dance (10-20)Senior Adult Tap (10-20)Community/Non Profit (20-50) Class Class MPR Community Rental (20-50)Community/Non Profit (20-50) Class Class MPR Class Class 12pm-1pm Key: Adult Senior Child Teen Non-Profit/Community Nature/Based Private Rental Youth Dance 8am-9am 9am-10am 10am-11am 11am-12pm 7pm-8pm 8pm-9pm 9pm-10pm 1pm-2pm 2pm-3pm 3pm-4pm 4pm-5pm 5pm-6pm 6pm-7pm C-6 D-1 D-2 Ladera Linda Community Center and Park Project For the City of Rancho Palos Verdes 100% SCHEMATIC DESIGN Basis of Design Report July 25, 2019 E-1 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SCOPING PROFESSIONALS Architect Johnson Favaro Civil Engineer KPFF Structural Engineering Englekirk Landscape Architect KSA Design Studio MEP Engineering Novus Design Studio E-2 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 TABLE OF CONTENTS Section Contents I. GENERAL PROJECT REQUIREMENTS II. CIVIL / SITEWORK III. LANDSCAPE IV. STRUCTURAL SYSTEM V. BUILDING ENCLOSURE VI. INTERIOR CONSTRUCTION AND FINISHES VII. MECHANICAL (HVAC) SYSTEMS VIII. ELECTRICAL SYSTEMS IX. PLUMBING AND FIRE PROTECTION SYSTEMS X. TECHNOLOGY AND AUDIOVISUAL SYSTEMS XI. SECURITY XII. SUSTAINABILITY XIII. CODE ANALYSIS XIV. DESIGN STANDARDS XV. EXHIBITS XVI. OUTSTANDING ISSUES E-3 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION I - PROJECT REQUIREMENTS Page 4 I. GENERAL PROJECT REQUIREMENTS A. Site Description 1. The project consists of 7 (APN) parcels totaling approximately 11.031 acres bounded by Forrestal Drive to the north and east, Dauntless Drive and the Seaview Neighborhood Community to the south and southwest and Ladera Linda Park soccer fields to the west, located at 32201 Forrestal Drive, Rancho Palos Verdes, California, 90275. The site is currently composed of five former existing school buildings currently operating as the community center, surface parking and circulation, playground paving, equipment and paddle tennis courts, fields, landscaping and emergency preparedness storage containers. An approximate 7 acres are used for these purposes with the remainder of the area being steep unprogrammed terraced slopes. The property is owned and operated by the City of Rancho Palos Verdes. 2. All five existing community center buildings, totaling approximately 13,950 SF will be demolished at the start of the construction process, along with paved playground areas, surface parking, play equipment, fencing, select trees and landscaping, storage bins and utility points of connection. B. Project Description 1. Construction a. New Community Center Building –6,980 GSF, one story above grade, with a covered outdoor overhang area of +/-10,510 SF. b. New Maintenance & Emergency Preparedness Storage Building – 400 GSF, one story above grade. c. New Utility and Trash Yard d. New One and a half Basketball Courts e. Two new Paddle Tennis Courts f. New 54 space parking lot g. New accessible ramps and stairs h. New Children’s Playground and Play Equipment i. New permeable and non-permeable pathways j. New Irrigated and non-irrigated landscaping k. New Site lighting, gates and fencing 2. Projected Start of Construction: June 22, 2020 3. Projected Completion of Construction: August 22, 2021 4. The new community center building consists of two combinable multipurpose rooms and associated support staging area and storage, two classrooms, one meeting/discovery room, community center office, restrooms and display cases. The building is considered A-3 assembly occupancy with B-Business and S-1 storage occupancies and will be constructed in accordance with Title 24 of the California Code of Regulations, known as the California Building Standards Code, 2019 edition. 5. The new maintenance building will house emergency preparedness materials and serve as maintenance storage. 6. Phasing: The project is to be constructed in one continuous phase. 7. Sustainability: The project will be designed to meet criteria of the California Green Building Code for non-residential mandatory requirements. Checklist to be provided in next design phase. E-4 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION I - PROJECT REQUIREMENTS Page 5 C. Floor-to-Floor Heights 1. Community Center First Floor: Approximate 15’-7” to top of roof structure, excluding perimeter soffit. 2. Maintenance & Emergency Preparedness First Floor : Approximate 12”-0” to roof structure. D. Regulatory Requirements 1. Applicable Codes and Guidelines: a. Title 24 of the California Code of Regulations, known as the California Building Standards Code (2019 edition). b. Americans With Disabilities Act Regulations; (ADA) United States Architectural and Transportation Barriers Compliance Board c. Sprinkler Systems design: Pre-Action System, NFPA 13 d. NFPA 10 (per BOCA 970): Portable Fire Extinguishers e. City of Rancho Palos Verdes Municipal Code 2. Other references: a. County of Los Angeles Storm water management standards b. California Integrated Waste Management Act of 1989 (AB 939) E. Contract Forms (to be confirmed by City PM) 1. General Conditions: To be developed by PM and CPM. 2. Supplementary Conditions: To be developed by PM and CPM. 3. Bid Bond, Material and Performance Bond: To be developed by PM and CPM. F. Testing 1. Testing Agency: Independent testing agency engaged and paid for by the Owner. Bidding coordinated by City PM; technical specifications prepared by Architect. G. Temporary Facilities & Construction Sequencing 1. Temporary Utilities: Temporary electricity, lighting, heat, ventilation, telephone service, water and sanitary facilities to be provided by the Contractor. Responsibility of utility companies’ charges to be borne by the Contractor. 2. Temporary Facilities: Tree and plant protection, shoring, temporary enclosures, guardrails, barricades, access roads, parking areas, sedimentation and erosion control, project signs, field offices and temporary fire protection shall all be provided by the Contractor. 3. The Contractor will have full control over the site where work is to occur. Construction sequencing will be coordinated at weekly meetings between the Owner, Contractor, PM. The Contractor shall notify the Owner’s Representative (to be defined in the General Conditions as the CPM) a minimum 15 days in advance to access any parts of the site not within the Project Limit Lines, of each phase, necessary to maintain critical work sequencing and major material and equipment deliveries. E-5 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION I - PROJECT REQUIREMENTS Page 6 H. Field Engineering 1. Provide surveying and lay out work required for execution of the project. 2. Geotechnical test/analysis/report as provided by Owner. I. Demolition 1. Secure the area and provide temporary fencing around demolition area. 2. Remove and dispose of all demolition materials, except where noted to retain material for re-use by Owner. 3. Protect existing construction to remain. Damage to adjacent structures caused as the result of this work shall be repaired by Contractor at no cost to Owner. Demolition performed in excess of that required shall be repaired at no cost to the Owner. 4. Terminate and identify all utilities as required or shown on drawings prior to commencing demolition. 5. Protection: a. There is to be no interference with the use of properties. b. Movement, settlement or collapse of adjacent services, sidewalks, driveways and pavement is to be prevented. Liability for such movement, settlement, or collapse is to be assumed by the Contractor. Damage is to be promptly repaired at no cost to the Owner. c. Fence, lighting and barricades as required by code are to be provided, erected, and maintained. 6. Existing Services: a. Cap and remove all water services as indicated in the Documents. Other affected utilities shall be notified in advance for the removal of their services. b. Markers to indicated location of disconnected service are to be placed. Service lines and capping locations shall be identified on Project Record Documents. 7. Maintaining Traffic: a. Permits are to be obtained for closing or obstructing roadways. b. Operations shall be conducted with minimum interference to public or private roadways. 8. Materials: a. Except where noted otherwise, maintain possession of materials being demolished. Immediately remove from site. b. Owner may perform salvage operations prior to Demolition. Contractor will coordinate schedule for Owner salvage operations in the Construction Schedule. E-6 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION I - PROJECT REQUIREMENTS Page 7 9. Execution: a. Work is to be sprinkled to prevent dust. Coordinate with Owner for utility locations. b. Burning of materials on site is not permitted. c. Coordinate with Owner and obtain written approval before work commences when swinging cranes may have to traverse other buildings. d. Buried tanks located outside building proper are to be pumped out. Tanks and service piping are to be removed from site where indicated. e. Contaminated, vermin infested, or dangerous materials encountered shall be removed from the site and disposed of by safe means so as not to endanger health of workers or the public. f. Backfill as indicated and prevent ponding on site. g. Demolished materials, tool and equipment are to be removed upon completion of work. Leave site in condition as indicated on drawings. h. Existing footings and foundation are to be removed below grade to the extent that they will not interfere with the new construction. i. Contractor will be responsible for all sub-surface drainage. J. Hazardous Materials 1. City PM should include in the General Conditions language concerning hazardous materials abatement and instructions for the Contractor to review site conditions and dispose of all materials in a manner approved by appropriate officials. (e.g. PCB ballasts in existing lighting) 2. Hazardous material work of any kind is outside the scope of the Architect and its Consultants. The City will need to contract services with a separate entity that specializes in Hazardous Materials examination, testing and remediation recommendations. E-7 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 8 Ladera Linda Community Park Narrative 2 TABLE OF CONTENTS 1 – PROJECT OVERVIEW 1.1 – DESCRIPTION 1.2 – CODES AND STANDARDS 1.3 – STORM WATER POLLUTION PREVENTION/LID 2 – CIVIL DESIGN 2.1 – EROSION CONTROL 2.2 – DEMOLITION 2.3 –GRADING AND ACCESSIBILITY 2.4 – STORM DRAINAGE 2.5 – SANITARY SEWER SYSTEM 2.6 – DOMESTIC AND FIRE WATER SYSTEM 2.7 – FIRE ACCESS 3 – ACTIONS AND CLOSING 3.1 – PRICING 3.2 – CLOSING APPENDIX A PHOTOS APPENDIX B RECORD DRAWINGS APPENDIX D EXISTING DRAINAGE EXHIBIT EXISTING UTILITIES EXHIBIT PROPOSED GRADING EXHIBIT PROPOSED LID EXHIBIT E-8 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 9 Ladera Linda Community Park Narrative 3 1 – PROJECT OVERVIEW 1.1 – DESCRIPTION The project site is located in the city of Rancho Palos Verdes at 32201 Forrestal Drive. Located approximately 1,500 feet east of Palos Verdes Drive South, the park is bounded by Forrestal Nature Reserve to the North and residential homes to the south. It is our understanding there are five existing classroom buildings ranging from 1,100 SF to1,700 SF, two storage sheds approximately 100 SF each, and two existing storage bins approximately 88 SF each. It is our understanding these buildings and storage bins currently serve different purposes to the community center, such as meeting spaces, office space, and storage. It is our understanding construction may include, but not limited to: new building construction, utility upgrades, site improvements, and off-site improvements as deemed necessary. 1.2 – CODES AND STANDARDS The civil engineering plans for the project will be designed in compliance with all applicable Codes and Standards (current editions). For civil/site work, the applicable standards include, but are not limited to: 1. The California Building Code 2. California Green Building Code (CalGreen) 3. Rancho Palos Verdes Municipal Code 4. The California Environmental Quality Act 5. Requirements of the Regional Water Quality Control Board 6. State/local health departments 7. Americans with Disabilities Act (ADA), Title II, ADAAG 8. State of California Fire Code, current edition 9. Standard Specifications for Public Works Construction (SSPWC) 10. National Fire Protection Association (NFPA), current edition 11. American Water Works Association (AWWA) 12. Uniform Plumbing Code, current edition 13. National Sanitation Foundation (NSF) 14. U.S. Green Building Council, LEED Certification E-9 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 10 Ladera Linda Community Park Narrative 4 1.3 – STORM WATER POLLUTION PREVENTION/LID The project falls within the district of Los Angeles County and would need to comply with the State of California National Pollutant Discharge Elimination System (NPDES) Permit requirements as noted in Order No 2013-0001-DWQ. When one acre or more is disturbed, a Stormwater Pollution Prevention Plan (SWPPP) is required to be filed and approved by the State of California. At this planning stage, it is anticipated that more than one acre will be disturbed, therefore a SWPPP will be required for the proposed project. The SWPPP is a document that outlines how a construction project will minimize stormwater pollution rising from construction activities. Construction sites are a well- known source of sediment and other pollutants which can cause significant harm to rivers, lakes, coastal waters, and flood control facilities. A SWPPP describes the contractor's activity to prevent pollution for the specific project. A SWPPP document should be kept on the construction site and updated frequently to reflect changes at the site. In addition to the state requirements, the city of Rancho Palos Verdes is part of the Palos Verdes Peninsula Watershed Management Group. A project that falls in this jurisdiction is required to follow the Enhanced Watershed Management Program (EWMP). It is our understanding the project is considered a redevelopment project and the total land disturbance will be more than 5,000 square feet. Based on EWMP Appendix 2-PLD, Low Impact Development (LID) strategies will be required for this project. It is anticipated that once a proposed site plan is developed, SUSMP and LID requirements will be addressed as needed. Based on the EWMP guidelines, infiltration of stormwater runoff is the preferred method of action. It is anticipated infiltration will be infeasible due to the proximity to the nearby hillside. A geotechnical investigation will be needed to confirm the geological restrictions on infiltration and to confirm the ideal LID system that can be used on the project site. E-10 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 11 Ladera Linda Community Park Narrative 5 2 – CIVIL DESIGN 2.1 – EROSION CONTROL It is our understanding the Erosion Control plan for the project site will be designed to keep sediment and unfiltered storm water on site during construction. Erosion from the site will be controlled though the use of several Best Management Practices (BMPs) in accordance with the California BMP Handbook. It is anticipated sand bags and gravel bags will be placed around the perimeter of the site to prevent unfiltered stormwater and sediment from leaving the construction site. It is anticipated fiber rolls will be used to reduce the impact of runoff on the surrounding hillsides. At the construction entrance and exit, standard stabilized driveways will be laid down to clean the tires of the vehicles exiting the site and prevent sediment from being deposited in the public right of way. For any sediment that leaves the site, the contractor will need to implement street sweeping. It is anticipated existing storm drain inlets onsite and offsite that may capture runoff from the construction site will be protected. 2.2 – DEMOLITION It is our understanding all seven buildings will be demolished and the existing storage bin containers may be repurposed depending on the future programming of the community center. The existing onsite asphalt appears to be in poor condition. We anticipate all the existing hardscape for the project will either be removed or reconstructed. It is anticipated the wet utility main laterals for the existing buildings may be reused, depending on their existing conditions and capacity. Any utilities that may be found during demolition will be removed if no future use is expected. Utility pothole information and utility locating services are recommended prior to the design phase to identify and confirm existing utility sizes and locations. Demolition and removal of existing site features may include, but is not limited to: concrete pavement, asphalt pavement, playground apparatuses, concrete block walls, fencing, utilities, vaults, and vegetation. A final site plan will be required to E-11 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 12 Ladera Linda Community Park Narrative 6 determine the final extents of demolition. Refer to the Existing Utility Exhibit in Appendix C for existing site conditions. 2.3 – GRADING AND ACCESSIBILITY Based on site visits and existing topographic survey, the project site is generally divided into three terraces. The northern terrace ranges from approximately 452 ft to 461 ft above sea level. The middle terrace ranges from approximately 446 ft to 450 ft above sea level. The southern terrace ranges from approximately 437 ft to 443 ft above sea level. The north and middle terrace, and middle and south terraces are separated by vegetated hillsides with steep 3:1 slopes. It is anticipated the proposed project site will maintain the existing terraced site pattern. It is assumed grading efforts will be minimized to keep the amount of import and export of soil to a minimum. The north terrace will likely need the most grading to develop flat play areas. The middle terrace will likely need minor grading to ensure accessibility into the grading and to set a new pad elevation for the proposed building. Based on the existing grades, it appears an optimal pad elevation to maintain accessibility and a clear view over the hillside is approximately 447.5 ft above sea level. Based on the current siteplan, the south terrace will need little to no major earthwork or regrading. Refer to the Concept Grading Exhibit in Appendix C for preliminary proposed grading conditions. Proposed grades will ensure pedestrian accessibility to the building while also providing an efficient drainage pattern that directs runoff to storm drain conveyance structures. Pedestrian access throughout the site and to the building will be provided by means of Americans with Disabilities Act (ADA). Per the ADA guidelines, design slopes for site accessible paths are as follows: • Ramps: Design (to max) 8.33%. • Sloped Walkways: Design (to max) 5.0% • Cross Slopes: Design (to max) 2.0% • Apron Side Slopes: Design (to max) 10.0% • Building Entry: Design (to max) 2.0% • Landscape: Min: 2.0% — Max: 3:1 The grade change between the north terrace and soccer fields to the north is approximately 20 ft. To provide ADA accessibility, a ramp of approximately 250 ft in E-12 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 13 Ladera Linda Community Park Narrative 7 length (not including landings) will be required. The grade change between the north and middle terraces is approximately 11 ft — a ramp approximately 138 ft in length (not including landings) will be required. The grade change between the middle and south terraces is approximately 4 ft — a ramp approximately 50 ft in length (not including landings) or a sloped walkway approximately 89 ft in length will be required. A final site plan and geotechnical investigation report will be needed to provide earthwork calculations, pavement section recommendations, and final grading design for the project. 2.4 – STORM DRAINAGE Based on recent site visits and the topographic survey, there are existing storm drain structures in place to capture and convey runoff off site. The east side of the project generally slopes west into the property. An existing concrete swale and series of catch basins located at the bottom of the east hillside capture and convey runoff to one of the two Rancho Palos Verdes owned storm drain line that runs east to west directly through the property. One of the city owned storm drain lines runs through the north and middle terraces, and appears to cross below one or two of the existing buildings. A third storm drain line runs through the south terrace from east to west and is owned by the LA County Flood Control District. The west side of the project site has a concrete curb and gutter to keep runoff onsite. There is a series of existing concrete swales that parallel the hillside west of the property that capture and slow hillside runoff. It appears storm water is then capture and conveyed to county storm drain line that flows down the hillside. Further utility investigation will be required to confirm the existing storm drainage system. The north terrace generally drains from east towards a low point at the northwest corner where an existing buried catch basin is assumed to be located. It is assumed the existing buried catch basin, or other drainage structure, is meant to tie into an existing nearby catch basin or convey runoff to the concrete swales located within the hillside to west of the property. It does not appear a significant amount of offsite runoff contributes to this terrace. The middle terrace generally drains to the west with existing catch basins located in the lawn and parking lot east of the existing buildings, as well as in the concrete gutter along the existing curb at the west edge of the project. It appears water is captured by E-13 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 14 Ladera Linda Community Park Narrative 8 these inlets and conveyed to the existing county storm drain line. There does not appear to be an existing LID system in place to treat storm water runoff. The south terrace generally drains from southeast to northwest. An existing concrete gutter located at the west side of the project appears to have the intent of conveying runoff to a catch basin located at the low point in the northwest corner, however, the concrete gutter appears to be in poor condition and unable to convey storm water. The existing catch basin appears to connect into the existing county storm drain line. Refer to the Existing Drainage Exhibit in Appendix C for existing storm drainage conditions. To improve drainage conditions, and comply with local and state storm water treatment requirements, post construction BMPs will be needed to treat stormwater runoff. Based on the current site plan, three impermeable fabric lined-vegetated swales are proposed to capture runoff and treat the stormwater before discharging into the county system. See LID Calculation table below for further BMP sizing information. Minor changes to the drainage patterns will be required to convey runoff to the proposed vegetated swales located the west edge of each terrace. The existing city owned storm drain line appears to run in close proximity to the northeast corner of the proposed building. It is anticipated this storm drain line will be protected in place and not be surcharged by the proposed building footings. Further confirmation with the city of Rancho Palos Verdes is required to identify potential conflicts to the existing city owned storm drain lines and easements. E-14 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 15 Ladera Linda Community Park Narrative 9 Utility pothole information and utility locating services are recommended prior to the design phase to identify and confirm existing utility sizes and locations. Refer to the Proposed LID Exhibit in Appendix C for preliminary proposed storm drainage and treatment conditions. 2.5 – SANITARY SEWER SYSTEM Based on available record drawing Kistner, Wright & Wright dated 1967, shown in Appendix B, there exists a 4” vitrified clay sewer lateral located at the south side of the middle terrace that serves all the existing buildings on the property. It appears this sewer flows at 2.0% from east to west until it reaches the hillside at the west side of the property, in which it transitions to follow the slope of the hillside. It appears the 4” sewer then connects into the existing 8” vitrified clay LA County sewer main located in Dauntless Drive. Utility pothole information and utility locating services are recommended prior to the design phase to identify and confirm existing utility sizes and locations. Refer to the Existing Utilities Exhibit in Appendix C for the approximate alignments of the existing sewer system. It is anticipated the existing sewer lateral within the project site will be reused. Sewer demands will be needed to verify the existing sewer lateral capacity and a utility investigation will be needed to verify the condition of the existing sewer lateral. 2.6 – DOMESTIC AND FIRE WATER SYSTEM It is assumed there is an existing water line, of unknown alignment, size, and material, located in Forrestal Drive that serves the domestic water and irrigation demand of the property, as well as the fire hydrants located on the east side of Forrestal Drive Based on available record drawing Kistner, Wright & Wright dated 1967, shown in Appendix B, there exists a water meter at the east side of the property along Forrestal Drive, serviced by Palos Verdes Water Company. It appears this water meter is a compound meter for both irrigation and domestic water use. There does not appear to be a fire protection system (i.e. fire sprinklers) in place on the existing property. Utility pothole information and utility locating services are recommended prior to the design phase to identify and confirm existing utility sizes and locations. Refer to the Existing Utilities Exhibit in Appendix C for the approximate alignments of the existing water system. E-15 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 16 Ladera Linda Community Park Narrative 10 It is our understanding the existing water system will likely need to be upgraded to account for new landscape, domestic water, and fire water demands. It is our understanding that the proposed building will likely need to be upgraded to be brought up to current fire codes. This may require an additional fire water connection, backflow prevention device, sprinklers, fire department connection, and private fire hydrant. Further coordination with the city and local fire department will be required to verify applicable code requirements and confirmation of the existing water main capacity will be required. 2.7 – FIRE ACCESS Existing fire access to the project site appears to be from the main driveway located along Forrestal Drive. It appears this main driveway provides access to the property and has a slope of approximately 13%. There also appears to be an existing driveway in new condition located at the south east corner of the south terrace. It is anticipated fire access to the proposed project site will likely remain the same as the existing. It is anticipated all roads within the property used as fire access will be have H- 20 load capacity. 3 – ACTIONS AND CLOSING 3.1 – PRICING It is our understanding this report may be used the owner to develop a Rough Order of Magnitude (ROM) Cost. 3.2 – CLOSING This analysis is considered a narrative based on available preliminary site information and should be used to determine project costs and bring notice to potential design and construction challenges. As mentioned herein, additional coordination and research will be required during the next design phase of the project. E-16 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 17 Ladera Linda Community Park Narrative 11 APPENDIX A PHOTOS E-17 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 18NorthTerraceMiddleTerraceSouthTerraceDauntless Dr.Forrestal Dr.23456789101112131415 16SCALE = N.T.S.E-18 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 19 Ladera Linda Community Park Narrative 13 Figure 2- Main Property Entrance: Forrestal Drive Figure 3- Existing Water Meter: Forrestal Drive Figure 4 – Existing Water Backflow Device (Middle Terrace) E-19 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 20 Ladera Linda Community Park Narrative 14 Figure 5- Existing Parking Lot (Middle Terrace) Figure 6– Existing Buildings (Middle Terrace) E-20 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 21 Ladera Linda Community Park Narrative 15 Figure 7- Existing Catch Basin Serving Parking Lot Area (Middle Terrace) Figure 8 - Existing Catch Basin Serving Building Area (Middle Terrace) E-21 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 22 Ladera Linda Community Park Narrative 16 Figure 9 – Existing Gravel Lot (North Terrace) Figure 10 – Existing Lawn Area (North Terrace) E-22 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 23 Ladera Linda Community Park Narrative 17 Figure 11 – Existing Concrete Gutter (North Terrace) Figure 12 - Existing Play Area (South Terrace) E-23 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 24 Ladera Linda Community Park Narrative 18 Figure 13 - Existing Concrete Curb and Gutter (South Terrace) Figure 14 - Existing Catch Basin (South Terrace) E-24 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 25 Ladera Linda Community Park Narrative 19 Figure 15 - Existing LA County Storm Drain Manhole (South Terrace) Figure 16 - Existing Concrete Swales (West Hillside) E-25 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 26 Ladera Linda Community Park Narrative 20 APPENDIX B AS-BUIILT DRAWINGS E-26 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 27 E-27 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 28 Ladera Linda Community Park Narrative 21 APPENDIX C EXISTING DRAINAGE EXHIBIT EXISTING UTILITIES EXHIBIT CONCEPT GRADING EXHIBIT PROPOSED LID EXHIBIT E-28 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 29 E-29 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 30 E-30 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 31 E-31 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT 100% SCHEMATIC DESIGN July 25, 2019 SECTION II - CIVIL / SITE WORK Page 32 E-32 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 33 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT III. LANDSCAPE The existing site, approximately 11 acres, is generally divided into three distinct elevational levels, moving down from the Northwest to the Southeast, separated by sloped grades and bordered by steeper slopes to the north and south. The project scope of the usuable land area for the new park and community center is approxiamtely 7 acres. The grounds of the park will consist of the following materials: • Irrigated Landscaped Lawn Areas (65,356 sf) • Irrigated Drought-Tolerant Planting Bed Areas (8,743sf) • Non-irrigated Landscaped Native Chaparral Areas (106,291sf) • Non-irrigated Landscaped Native “High Brush” Areas (Areas at the south facing slope at south property line are not in contract) (6,532sf) • Irrigated “Live Roof” Planting modules (12,397sf) • Decomposed Granite Pathways (21,116sf) • Paved Basketball Courts (11,088sf) • Paved Paddle Tennis Courts (5,228sf) • Rubberized Play Surfaces for Children’s Play Areas (3,984sf) • ADA Accessible Concrete Ramps connecting levels (2,462sf) • Pedestrian Concrete Paved Paths (12,922sf) • Concrete Stairs (290sf) • Vehicular Concrete Paving (19,716sf) • Vehicular Permeable Paving Parking Stalls (9,730sf) • Vehicular Gravel Roadway (3,868sf) • Vehicular Asphalt (10,530sf) Additionally, irrigated “Live Roof” or similar, planting modules are planned at the new Community Center and Maintenance & Storage buildings. E-33 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 34 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ages 2–12 224 Visit playlsi.com for additional products, photos, videos and more • 888.438.6574Nature-Inspired Play | Freestanding PlayNature-Inspired Play A. Log Balance Beam • Maximum fall height 12" (0,30 m) • #173596 B. Log Steppers • Maximum fall height equals log height • #173907 8" (0,20 m) height • #173908 18" (0,46 m) height • #173909 28" (0,71 m) height C. Mushroom Steppers • Available in several heights from 8" to 30" (0,20 m to 0,76 m) • Maximum fall height equals mushroom height • #171568–171573 D. Log Crawl Tunnel • 5' (1,52 m) long; 30" (0,76 m) diameter • Maximum fall height 41" (1,04 m) • #173594A C D B Where applicable, new 6’ high fencing to replace existing fencing. In addition, new fencing and gates (pedestrian and vehicular) to include: • Fencing and manual vehicular access gates around perimeter of property • Fencing down from top of slope at south end of property • Fencing and manual vehicular gate access around maintenance and storage building • Fencing and multiple pedestrian gate access points at specified playground designated areas Parking area will integrate 2 EV charging stations and temporary and long-term bike storage/lock options. The park grounds will incorporate furnishings such as: • Naturalistic Children’s Play Equipment • Seating • Water Stations • Doggie Pick Up Stations • Basketball Goals • Paddle Tennis Nets Naturalistic Children’s Play Equipment proposed examples are shown below according to age relevant groups. E-34 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 35 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Visit playlsi.com for additional products, photos, videos and more • 888.438.6574 227 Ages 5–12 Freestanding Play | Nature-Inspired PlayAdventureScapes® Climbers • Cables in black only • Direct bury only DESIGNS 1–2 • Maximum fall height 56" (1,42 m) with 12" (0,30 m) surfacing Design 1 • Minimum area required 24' x 30' (7,32 m x 9,14 m) • #168364 Design 2 • Minimum area required 24' x 39' (7,32 m x 11,89 m) • #168365 DESIGNS 3–9 • Maximum fall height 74" (1,88 m) with 12" (0,30 m) surfacing Design 3 • Minimum area required 33' x 38' (10,06 m x 11,58 m) • #168366 Design 4 • Minimum area required 41' x 33' (12,50 m x 10,06 m) • #168367 Design 5 • Minimum area required 41' x 40' (12,50 m x 12,19 m) • #168368 Design 6 • Minimum area required 38' x 51' (11,58 m x 15,54 m) • #168369 Design 7 • Minimum area required 43' x 49' (13,11 m x 14,94 m) • #168370 Design 8 • Minimum area required 41' x 43' (12,50 m x 13,11 m) • #168371 Design 9 • Minimum area required 42' x 60' (12,80 m x 18,29 m) • #169105 Design 1 Design 3 Design 2 Design 4 Design 5 Design 9 Design 8 Design 7 Design 6 Design 8 Visit playlsi.com for additional products, photos, videos and more • 888.438.6574 255Site Furnishings | Nature-Inspired CollectionA. Log Bench • Glass Fiber Reinforced Concrete • 16" H x 72" L (0,41 m x 1,83 m) • #173595 B. Acorn Seat • Glass Fiber Reinforced Concrete • 16-1⁄2" (0,42 m) high • #186579 C. Leaf Bike Rack • TenderTuff-coated steel • #185671 (two shown) D. Wood-Grain Recycling Receptacle and Wood-Grain Litter Receptacle • 32-gallon liner • Lids in acorn only • #186585 Recycling • #186584 Litter E. Litter Receptacle • 24-gallon liner • Optional dome available in brown only (shown) • Direct bury only • #100094 Receptacle • #100095 Optional Dome A B C ED E-35 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 36 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-36 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 37 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-37 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 38 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-38 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 39 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-39 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 40 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-40 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 41 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-41 100% SCHEMATIC DESIGN July 25, 2019 SECTION III - LANDSCAPE Page 42 Ladera Linda Community Center and Project – BASIS OF DESIGN REPORT E-42 100% SCHEMATIC DESIGN July 25, 2019 SECTION IV - STRUCTURAL SYSTEM Page 43 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ladera Linda Community Center Schematic Design Structural Narrative 1 STRUCTURAL SYSTEMS 1.1 GENERAL DESIGN CRITERIA 1.1.1 Codes The schematic design phase structural design study has been developed assuming that the governing building code will be the California Building Code, 2016 edition. Should the project be delayed, an updated building code will come into force and may impact the design assumptions underlying the concepts presented. Other referenced design codes anticipated to impact the design are the ACI Building Code and Commentary (ACI 318-14), AISC Specification for Structural Steel Buildings (2010), ASCE 7 Minimum Design Loads for Buildings and Other Structures (2010), and AISC Seismic Provisions for Structural Steel Buildings (2010). 1.1.2 Design Loads Design load information has been developed based on a review of the Building Code and our experience with loading demands from similar types of projects. Live loads will be reduced as permitted by the Building Code as well as columns, girders and foundations supporting live loads not in excess of 100 psf. Live Loads: Roof (general) 20 psf Dead Loads: General: Estimated weight of construction material Typical Ceiling and Finishes: 5 psf Mechanical and plumbing allowance: 5 psf (no rooftop equipment) Roof: 10 psf for sloping insulation on roof for drainage (no lightweight concrete) Roof: 15 psf for photovoltaic solar array (ballasted)* Roof: 20 psf for green roof consisting of saturated, lightweight soil in trays and mature plant cover* Window Washing Equipment or Tie-offs: None *Either photovoltaic array allowance or the green roof allowance, but not both, will be applied 1.1.3 Seismic Design A geotechnical report has not been prepared for this project. The following seismic design parameters have been assumed or obtained from public sources for the schematic design phase: Site Location: 33.7380o N, 118.3487o W Site Class D (assumed) Ss = 1.435g IV. STRUCTURAL E-43 100% SCHEMATIC DESIGN July 25, 2019 SECTION IV - STRUCTURAL SYSTEM Page 44 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ladera Linda Community Center Schematic Design Structural Narrative S1 = 0.0542g Fa = 1.0 Fv = 1.5 SDS = 0.957g SD1 = 0.542g Occupancy Category: II (assumed that assembly occupancy is not primary occupancy) Seismic Design Category: D Ie = 1.00 ρ = 1.0 1.1.4 Wind Design V3S = 100 (Basic wind speed, 3 second gust) Exposure Category: C Iw = 1.00 1.1.5 Foundation Design A geotechnical report has not been prepared for this project. The following presumptive foundation design parameters have been assumed for the conceptual design phase: Soils for bearing: Suitability of existing site soils for bearing is not known but are assumed to be adequate Continuous foundation bearing pressure: 1,500 PSF maximum (net), 1,995 PSF maximum for short-term loads Column Foundation bearing pressure: 1,500 PSF maximum (net), 1,995 PSF maximum for short-term loads Miscellaneous footing bearing pressure: 1,500 PSF Passive earth pressure: 250 psf/ft Friction coefficient: 0.25 Braced Retaining Wall At-Rest Pressure: None Cantilever Retaining Wall Active Pressure: None Surcharge: None Soil-Seismic Increment: None 1.2 MATERIALS FOR NEW CONSTRUCTION E-44 100% SCHEMATIC DESIGN July 25, 2019 SECTION IV - STRUCTURAL SYSTEM Page 45 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ladera Linda Community Center Schematic Design Structural Narrative 1.2.1 Concrete Minimum concrete strength at 28 days, unless noted otherwise. f’c = 4000 psi Slab-on-grade f’c = 4000 psi Spread Foundations Concrete mix shall not exceed max water cement ratio of 0.45. 1.2.2 Reinforcing Steel ASTM A615, Grade 60 unless noted otherwise ASTM A615, Grade 75 foundation steel ASTM A706 for welded bar 1.2.3 Structural Steel ASTM A992 All wide flange shapes unless noted otherwise ASTM A572, Gr 50 All other rolled structural steel shapes unless noted otherwise ASTM A500, Gr C Hollow structural sections F1554, Grade 36 Anchor rods unless noted otherwise F1554, Grade 55 Anchor rods (seismic) A325 High strength bolts, except as noted otherwise A490 High strength bolts for seismic system where specified 1.3 STRUCTURAL SYSTEMS DISCUSSION AND OPTIONS 1.3.1 Gravity System Description The one-story building’s roof is proposed to support a green roof. California Building Code requires an allowance for future photovoltaic arrays (PVA). The weight of the green roof will likely exceed the weight of a ballasted PVA racking system designed using wind-tunnel results. The recommended structural framing of the roof consists of steel beams and columns supporting concrete panel sub-floor sheathing screwed into steel decking. The use of steel deck without concrete topping will reduce gravity and seismic loads, although supplemental framing will be required to support mechanical loads in excess of 75 lbs. hung from the decking. A prominent feature of the building is the roof cantilever and tapered soffit. These extend approximately 15 ft. outward from the column line for the length of the building. It is recommended to extend the structural steel as far a practical and to frame the balance of the roof coping and soffit using 16 ga. steel studs. Although sections through this portion of the roof are under development, tapered wide-flange cantilevers extending approximately 9 ft. to 10 ft. appear feasible. HSS E-45 100% SCHEMATIC DESIGN July 25, 2019 SECTION IV - STRUCTURAL SYSTEM Page 46 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ladera Linda Community Center Schematic Design Structural Narrative members running horizontally between the tips of the cantilevers will be required as bracing. It is recommended that the green roof not extend beyond the end of the structural steel framing. General infill roof framing is expected to consist of W12x to W14x members, while roof girders will be on the order of W18x to W21x. Frame members, discussed below, will be deeper. Pending receipt of the geotechnical report, it is assumed that shallow spread foundations will be used. Based on a review of site photographs, the existing site was likely created using cut and fill techniques and the presence of uncertified fill is likely over at least part of the site. For this reason, an allowance for overexcavation and recompaction should be provided, although the lack of a geotechnical report makes the extent of this site preparation work difficult to estimate. Typical gravity column loads are estimated to be on the order of 40K dead load and 15K live load. Based on presumptive allowable soil bearing pressures, typical gravity footings are expected to be on the order of 6 ft. square by 2 ft. deep. Moment frame foundations are estimated to be on the order o 10 ft. by 6 ft. by 2.5 ft. deep. The percentage of gravity to moment frame footings is approximately 40% to 60%, respectively. 1.3.2 Lateral System Description Lateral resistance to seismic and wind loads will be provided by structural steel moment frames in both the longitudinal and transverse directions. It is estimated that three to four bays of moment frames will be required in each direction. Column sizes are estimated to be nominally W12x or W14x, although the plan dimensions of the columns will typically be 2 to 3 in. larger than the nominal sizes. Frame girder sizes are expected to be nominally W18x or 21x, although the depth of the beams will typically be 2 to 3 in. larger than the nominal sizes. 1.3.3 Structural Steel Unit Weight Allowance Structural steel unit weight allowance is estimated to be 15 psf. Allowances for connections and miscellaneous structural steel pieces is not included in the unit weight allowance and should be reflected in the unit cost. 1.4 CONCLUDING REMARKS 1.4.1 Contingency For the purposes of developing a structural budget, the general recommendations presented on the schematic design narrative should be supplemented with an appropriate contingency to account for the structural impact of future architectural and MEP changes as design requirements are fully developed and integrated. These should be reflected in the unit prices assumed by the cost consultant. 1.4.2 Recycled Content E-46 100% SCHEMATIC DESIGN July 25, 2019 SECTION IV - STRUCTURAL SYSTEM Page 47 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Ladera Linda Community Center Schematic Design Structural Narrative Recycled content for reinforcing steel is taken as 95%. It is anticipated that cast-in-place concrete will utilize cement and aggregate materials produced locally. Fly ash may be substituted for Portland cement. The following recommendations apply to concrete mix designs available in the Riverside area and consider the quality of locally available aggregate. 15% fly ash substitution may be made without impacting strength for concrete with up to f’c = 5 ksi. At this level of substitution it improves the workability of the concrete and is less expensive than the Portland cement it replaces. Up to 25% substitution for f’c less than or equal to 5 ksi may be used although concrete finish quality begins to degrade because it is harder to work and strength is impacted. 35% is may be used in foundations or retaining walls where there is little need to work the concrete but strength is limited to f’c = 4 ksi and is determined based on 56 days rather than the traditional 28 days. Blast furnace slag as a substitute for Portland cement is not commonly available in the Southern California region. Based on the current design, the following fly ash substitutions are recommended: Foundations and below-grade retaining walls (3 ksi to 4 ksi concrete): maximum 35% substitution. Recycled content for structural steel shall be based on steel produced from electric arc furnaces (EAF). The steel recycled content value is based on the post-consumer percentage (56.6%) plus one- half of the post-industrial percentage (32.6%). Thus, EAF recycled content value is taken as 74.9%. E-47 100% SCHEMATIC DESIGN July 25, 2019 SECTION V - BUILDING ENCLOSURE Page 48 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT V. BUILDING ENCLOSURE A. Exterior Wall Systems 1. Glazing Systems a. Exterior High Performing Solarban 60(2) Starphire + Starphire Insulated Glazing Units. Laminated, Tempered, Steel U-Channel, Glass Fin Supports b. Exterior High Performing Solarban 60(2) Starphire + Starphire Insulated Glazing Units. Laminated, Tempered, Steel U-Channel for Display Windows. 2. Wall Systems a. Plaster, Smooth Finish b. Tile, Wood Grain and Board-Formed Styles c. Alucobond, Metal Finish, Dry Sealed d. Continuous Insulation as required for Title 24 compliance 3. Exterior wall covering required to be noncombustible, ignition-resistant material with assemblies meeting SFM Std. 12-7A-1. B. Exterior Doors 1. Exterior Swinging Doors a. All glass entrance doors, finish to match surrounding windows, where occurs. b. Exterior solid restroom doors will comply with one of the following: a) exterior surface or cladding shall be of noncombustible or ignition-resistant material, b) solid core wood, 1-3/8 inch thick minimum, c) have a min. 20 minute fire resistant rating, d) Meet SFM Std. 12-7A-1. c. Exterior restroom door hardware will be heavy duty levers and closers with privacy latch. d. All building entrances will be weather sealed and equipped with heavy duty overhead surface mounted or floor mounted closers and panic exit devices. e. Hardware finish shall be exterior grade brushed stainless steel finish trim. f. Glazing, where indicated, will be laminated glass units. Safety glass as required. g. Doors shall be provided with the following hardware: Hinges, Closers, Flush bolts at pairs of doors (inactive leaf), Weatherproof strikes, Overhead stays, ADA compliant mortise locksets, keyed to master system, thresholds where indicated. h. Security devices to be located at door heads as required 2. Sliding Doors a. Sliding Doors (Both Multipurpose Rooms, Discovery/Meeting Room) large glazing units with extruded aluminum frame – Vitrocsa, or similar. b. Hardware will be composed of manufacturer frames, controls, hydraulic lifting mechanisms, mortise and latch sets. Bi-Fold Doors and Sliding Doors are not a means of egress and do not require Panic Hardware. c. Security devices to be located at door heads as required. 3. Overhead Coiling Doors a. Motorized, insulated overhead coiling door at Maintenance Bldg. b. Door Hardware to be keyed cylinder E-48 100% SCHEMATIC DESIGN July 25, 2019 SECTION V - BUILDING ENCLOSURE Page 49 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT C. Roofing 1. Vegetative roof module “Deep” system, Live Roof or similar. a. 3-1/4 inch trays with 6 inch soil depth. b. Weight: 40-50lbs/SF for system with gravel surrounds at perimeters and drains. 2. Tapered polyisocyanurate insulation over roof decks. 3. Waterproofing System: (Cold) Fluid Applied waterproofing. Hydrotech, GacoFlex LM60 or similar. 4. Roofing required to be fire retardant Class “A” 5. 30 inch x 96 inch thermally broken roof access hatch 6. Tie offs at roof set at intervals for roof access. D. Fascias, Coping, & Gravel Stops 1. At roof: fascias, coping to be Alucobond dry seal. E. Flashing: 1. Stainless steel and PVC clad metal. F. Waterproofing - 1. Exterior walls – Spray on waterproofing and air barrier, Prosoco Spray Wrap MVP and R-Guard or similar 2. Slab on Grade - Aussie Skin 550 by AVM or similar. H. Firestopping 1. Provide firestopping at penetrations through roof construction, walls, partitions, openings. I. Louvers and grating: 1. Louvers shall be coated stainless steel in coordinated locations by Architect/Engineer. 2. Provide ½” x ½” non-corrosive wire intercrimp birdscreens secured within extruded aluminum frames secured to louvers. Paint screen to match louver frames. 3. Provide aluminum faced insulated blank off panels painted to match louver frames, as required. 4. Louvers to be rainstop and sight-proof type with secondary weatherstop and minimum 50% free area. 5. Detailed to resist building ignition from the intrusion of burning embers and flames through openings. E-49 100% SCHEMATIC DESIGN July 25, 2019 SECTION VI - INTERIOR CONSTRUCTION & FINISHES Page 50 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT VI. INTERIOR CONSTRUCTION & FINISHES Interior construction and finishes will be based on specific programs to be confirmed with the City. A. Typical Construction & Finishes 1. Walls and partitions a. Interior Partition Types: Steel stud framed, in various sizes and configurations to provide required fire resistance and acoustic performance ratings. b. Glass partitions to be safety glass, singe glazed within U-channel. 2. Doors and Frames: (see Building Enclosure for exterior doors) a.Typical: Solid Core wood doors (paint grade) in hollow metal frames (paint grade finish, fully welded, not knock-down) b.Hardware: to be determined/confirmed: medium duty mortise lock and latch sets where required, closers will be medium duty, surface mounted type. Exit devices (panic bars) as required. c. Glazed doors to be safety glass, single glazed. Closers and latches, ADA compliance and panic hardware where required. d. Special doors: Skyfold door between multipurpose room 1 & 2. 3. Ceiling Types a. 24 inch x 60 inch Acoustic Panel Ceiling, Armstrong Tech zone ceiling. b. Gypsum Board ceilings and soffits. 4. Flooring: a. Sealed Concrete with saw cut joints, topcast acid etch finish in Classroom 2, MPR, Classroom 2 and office perimeters. b. Carpet Tile Plank System areas in MPR Rooms, Meeting/Discovery Room, office c. Luxury Vinyl Tile Flooring in Classroom 1. d. Ceramic Tile: Toilet Rooms. 1 inch x 1 inch porcelain tiles. e. Concrete, sealed with saw cut Joints. 5. Equipment a. Audiovisual and end-user equipment as indicated in Technology Narrative. b. Assistive listening devices in all assembly areas as indicated in Technology Narrative. c. Alternating tread device for roof access. d. Refrigerator and ice maker in the Kitchenette. Example: Interior Exhibit E-50 100% SCHEMATIC DESIGN July 25, 2019 SECTION VI - INTERIOR CONSTRUCTION & FINISHES Page 51 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 6. Millwork (full scope to be developed with City during Design Development) a. Discovery Room Exhibit Cases and drawers and Work Room full height storage. See examples below. b. Three additional outward-facing exhibit cases c. Lower casework and upper open shelving at Kitchenette. d. Reception Desk, work station with upper casework at Office. e. Lower and upper casework and counters at Classroom 2. 7. Window Treatment: a. Automatic, exterior roll-down shades, typical at all exterior window wall locations. b. Door mounted pull shades at rooms with AV equipment. 8. Column Treatment: a. Interior columns to be wrapped in drywall with paint finish or aluminium with mirrored finish. B. Finish Schedule: To be developed/confirmed with City during Design Development. 1. Multi-purpose Rooms a. Walls: Gypsum Board with Z-Clip P-Lam Finish Panels or Alucobond Mirror Finish b. Divider Wall: Skyfold Classic Series with Acoustical Wall Panels and Alucobond mirror finish c. Floors: Carpet and Sealed topcast concrete d. Ceilings: Acoustic Tile and Mirror finish ceilng panels e. Systems: Fire Sprinkler and Alarm f. Millwork: One total outward facing Exhibit Case g. Equipment/Furnishings: Equipment such as assistive listening device per Technology Section and (156) Chairs with Storage Racks, (18) 60 inch diameter Circular Tables with Storage Racks, (12) 72x30 inch rectangular tables and storage racks 2. (Active) Classroom 1 a. Walls: Gypsum Board with Z-Clip P-Lam Finish Panels or Alucobond Mirror Finish b. Glass Mirror wall for Dance c. Floors: Luxury Vinyl Tile and Sealed topcast concrete d. Ceilings: Acoustic Tile and Mirror finish ceilng panels e. Systems: Fire Sprinkler and Alarm f. Millwork: N/A g. Equipment/Furnishings: Equipment such as assistive listening device per Technology Section and (24)Chairs with Storage Rack, (6) 72x30 inch rectangular tables and rack Example: Exhibit Drawers Example: Workroom Storage E-51 100% SCHEMATIC DESIGN July 25, 2019 SECTION VI - INTERIOR CONSTRUCTION & FINISHES Page 52 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 3. Kitchenette a. Walls: Semi-Gloss Painted Gypsum Board b. Floors: Sealed topcast concrete c. Ceilings: Painted Gypsum Board d. Systems: Fire Sprinkler and Alarm e. Millwork: Lower Casework with Sink and Upper Open Shelving f. Equipment/Furnishings: (1) Reach in Refrigerator, (1) Ice Maker, (1) Microwave, NIC and (2) Hot/Cold Holding Carts, NIC 4. Office a. Walls: Painted Gypsum Board and Z-Clip Alucobond Mirror Finish b. Floors: Sealed topcast concrete and Carpet c. Ceilings: Acoustic Tile and Painted Gypsum Board d. Systems: Fire Sprinkler and Alarm e. Millwork: Reception Desk, Upper and Lower Casework Counters f. Equipment/Furnishings: (2) Task Chairs 5. (Art/Craft) Classroom 2 a. Walls: Gypsum Board, Painted b. Floors: Sealed topcast concrete c. Ceilings: Acoustic Tile and Painted Gypsum Board d. Systems: Fire Sprinkler and Alarm e. Millwork: Lower and Upper Casework with Sink f. Equipment/Furnishings: Equipment such as assistive listening device per Technology Section and (24)Chairs with Storage Rack, (6) 72x30 inch rectangular tables and storage rack 6. Meeting/Discovery Room a. Walls: Gypsum Board, Painted and with z-clip P-Lam Finish Panels b. Floors: Sealed topcast concrete c. Ceilings: Acoustic Tile and Painted Gypsum Board d. Systems: Fire Sprinkler and Alarm e. Millwork: Exhibit Cases and Drawers f. Equipment/Furnishings: Equipment such as assistive listening device per Technology Section and Furniture TBD 7. Workroom a. Walls: Gypsum Board, Painted b. Floors: Sealed topcasst concrete c. Ceilings: Acoustic Tile and Painted Gypsum Board d. Systems: Fire Sprinkler and Alarm e. Millwork: Exhibit Cases and Drawers f. Equipment/Furnishings: Equipment per Technology Section and Furniture TBD 8. Restrooms a. Walls: Tile, 1 inch x 1 inch b. Floors: Tile, 1 inch x 1 inch c. Ceilings: Painted Gypsum Board d. Equipment/Furnishings: Plumbing Fixtures, Mirrors as indicated, ADA grab bars as required. E-52 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 53 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT MECHANICAL (HVAC) SYSTEMS The first priority of the design team will be to provide a HVAC system that meets or exceeds the requirements of the building users. The HVAC system is a key part of providing a comfortable space for building occupants. The design shall utilize the most appropriate technologies to reduce energy. The aim is to design an innovative and efficient system that is cost effective and easy to maintain. A. Codes and Standards The HVAC systems shall be designed in accordance with: • 2016 Title 24 California Code of Regulations o Part 2 California Building Code o Part 3 California Electrical Code o Part 4 California Mechanical Code o Part 5 California Plumbing Code o Part 6 California Energy Code o Part 9 California Fire Code o Part 11 California Green Building Standards Code o Part 11 California Green Building Standards Code Supplement • ASHRAE Standard 55-2013, Thermal Environmental Conditions • ASHRAE Standard 62.1-2016, Ventilation for Acceptable Indoor Air Quality • ASHRAE Standard 90.1-2016, Energy Standard for Buildings • SMACNA • NFPA B. Recommended Building Assembly Thermal Performance Recommended building assembly thermal performance values are based on an understanding of high performance building assemblies suited for the climate at the project site. E-53 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 54 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT C. HVAC System Description Variable Refrigerant Flow (VRF) System Heating and cooling will be delivered to spaces via a variable refrigerant flow (VRF) fan coil system using refrigerant as a heat transfer medium. The VRF fan coil system allows for zone control, efficient heat transfer, and relative ease of installation and first costs. A VRF system uses indoor fan coil units at the zone level to condition the building space for in habitants, and connects to fewer outdoor condensing units. Energy recovery boxes matched to each heat pump direct refrigerant between fan coils and the heat pumps. With the ability to pro vide simultaneous heating and cooling at different zones via the energy recovery boxes, the system can take advantage of waste heat and heat recovery should various spaces have different and conditioning needs. Efficiency can be gained through the use of this heat recovery strategy. A VRF system with heat recovery will operate in partial-load for the majority of the year. The unique heat-recovery capabilities of the recommended system allow for the removal of heat from a space that requires cooling, and transfer the same heat to another space that requires heating, without the direct use of the compressor to heat and cool. VRF Condensers VRF Condensers are to be located at the utility yard away from the building. A dedicated refrigerant pipe trench shall be used to feed refrigerant pipes between the utility yard and the building. Distribution Option 1: VRF Ducted Fan Coils (FCU) • VRF Fan coil unit located above ceiling and outside each thermal zone • Ducted supply and return air distribution to each zone • Linear diffuser supply and return • Ducted outside air from intake louver • Distributed refrigerant piping loop to all fan coil units • Energy recovery boxes • Wall mounted thermostat inside each room to control fan coil unit • Proprietary VRF control system Distribution Option 2: VRF Duct less Fan Coils (FCU) • Cassette style VRF Fan coil units inside each thermal zone and recessed into ceiling. • Ducted outside air from intake louver • Distributed refrigerant piping loop to all fan coil units • Energy recovery boxes • Wall mounted thermostat inside each room to control fan coil unit • Proprietary VRF system control system VRF Control System VRF control system shall be provided with BACNET gateway to communicate with the central building DDC control system. Each VRF zone shall be provided with a VRF programmable thermostat. VRF Manufacturer’s • LG • Daikin • Samsung • Mitsubishi E-54 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 55 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Toilet Exhaust Each individiual restroom stall and janitor closet will have a ceiling exhaust register and connected to an inline exhaust fan. Utility Room Cooling A VRF fan coil unit will provide cooling to the information technology room. A high wall mounted cassette style fan coil unit will be located inside the room with wall mounted thermostat controller. System Startup, Testing, Adjusting and Balancing The work includes system start-up, test, adjust, and balance (TAB) of HVAC air and water distribution systems including equipment, ducts, and piping. Include sound testing and vibration recordings for HVAC Equipment. TAB work shall be completed by a AABC, NEBB or TABB certified technician. Start-up and testing procedures shall be in accordance with AABC, SMACNA and the manufacturer’s requirements. E-55 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 56 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT APPENDIX A HVAC EQUIPMENT SPECIFICATION OPTION 1: DUCTED FAN COIL UNITS E-56 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 57 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Standard Features: For continual product development, LG reserves the right to change specifications without notice. © LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com Notes: 1.Power wiring cable size must comply with the applicable local and national codes. Cables terminate at each frame. 2.For main pipe segment size, refer to the LATS Multi V tree diagram. 3.The combination ratio must be between 50‐130%. 4.Sound pressure levels are tested in an anechoic chamber under ISO Standard 3745 for the combination of outdoor units. 5.Communication cable between ODU and IDUs must be 2‐conductor, 18 AWG, twisted, stranded, and shielded. Ensure the communication cable shield is properly grounded to the Master ODU chassis only. Do not ground the communication cable at any other point. Wiring must comply with all applicable local and national codes. 6.Acceptable operating voltage: 7.The order of these units on the submittal (i.e., a+b) does not represent the installation order. Highest capacity unit is used as the Master, followed by the smaller size as Slave 1. 8.Low ambient performance with LGRED° heat technology is included in Multi V 5 units produced after February 2019. Optional Accessories: For: File Resubmit Approval Other Performance: Cooling Mode: Nominal Capacity (Btu/h) Power Input1 (kW) Heating Mode: Nominal Capacity (Btu/h) Power Input1 (kW) Page 1 of 2 Cooling (°F DB)** Heating (°F WB) Synchronous Cooling Based (°F DB) Heating Based (°F WB) Operating Range: R410A EEV 2 x 18 Black Coated Fin™ Unit Data: Required Accessories: Frame Refrigerant Charge (lbs.) Liquid (in., O.D.) High Pressure Vapor (Heat Recovery only; in, O.D.) Low Pressure Vapor (in., O.D.) Piping:² • Advanced Smart Load Control • Intelligent Heating • HiPOR (High Pressure Oil Return) • Smart Oil Control • Night Quiet Operation • Fault Detection and Diagnosis •Active Refrigerant Control •Variable Heat Path Exchanger •Subcooling and Vapor Injection Control •Liquid Cooled Inverter Controller •Advanced Comfort Cooling 5 ‐ 122 ARCNB21 (Frame Connector Y‐branch, 3 pipe heat recovery) ARCNN21 (Frame Connector Y‐branch, 2 pipe heat pump) Electrical: Frame Power Supply (V/Hz/Ø)1 MOP (A) MCA (A) Rated Amps (A) Compressor A (A) Compressor B (B) Fan (A) Refrigerant Type Refrigerant Control Max. Number of Indoor Units³ Sound Pressure⁴ dB(A) Weight Frame Net (lbs.) Shipping (lbs.) Communication Cable (No x AWG)⁵ Heat Exchanger Coating Type Quantity Oil / Type HSS DC Scroll PVE / FVC68D Compressor: Tag No.:Job Name/Location: Date: PO No.: Architect: GC: Engr: Mech: Rep: (Company) (Project Manager) Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org. Air Guide ‐ ZAGDKA52A (2 required) Hail Guard Kit ‐ ZHGDKA52A (2 required) Low Ambient Baffle Kit ‐ ZLABKA52A (2), Control Kit ‐ PRVC2 (1 per system) Base Pan Heater ‐ ZPLT1A52A ‐22 ‐ 61 14 ‐ 81 14 ‐ 61 Type Quantity (a) + (b) Motor Drive Air Flow Rate (a) + (b) (CFM) Propeller Brushless Digitally Controlled Direct Fan: **Cooling range with the Low Ambient Baffle Kit (sold separately) is ‐9.9°F to ++122°F and is achieved only when all indoor units are operating in cooling mode. Does not impact heat recovery system synchronous operating range. 288,000 Multi V™ 5 with LGRED° 208-230V ODU 16.4 57.9 4 22,600 20.8 8.0 208-230/60/3 30.9 (a) ARUM096BTE5 (a) ARUM096BTE5 (a) ARUM096BTE5 (a) ARUM096BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 80 24.4 40 324,000 5/8 Braze 688 63.0 3 208-230/60/3 ARUM288BTE5 SB_MultiV_5_ODU_ARUM288BTE5_2019_01_10_085602 8.0 1-1/8 Braze7/8 Braze 52.1 507 28.5 23.2 1-1/8 Braze 187 - 253V 24 Ton Dual Frame Heat Pump and Heat Recovery 23.3 22.20 3/8 Braze 18.94 659 3/4 Braze - 45 534 E-57 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 58 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT For continual product development, LG reserves the right to change specifications without notice. © LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com Page 2 of 2 Job Name/Location: Tag No.: Date: PO No.:Multi V™ 5 with LGRED° 208-230V ODU (a) ARUM096BTE5 (b) ARUM192BTE5 ARUM288BTE5 SB_MultiV_5_ODU_ARUM288BTE5_2019_01_10_085602 24 Ton Dual Frame Heat Pump and Heat Recovery E-58 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 59 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Date: Job Name/Location: PO No.: Architect: Engr: GC: Rep: For:File Approval Mech: Resubmit Other (Company)(Project Manager) Tag #: Performance: Electrical: Power Supply (V/Hz/Ø)208‐230/60/1 Piping: Refrigerant: Condensate: Controls Features: Unit Data: R410A EEV Fan: Notes: Condensate Pump Drain² (in, ID)1 Plain Entering Mixed Air: Heating Min (°F DB)59 Total Cooling Capacity (Btu/h) Heating Capacity (Btu/h) Max Power Input¹ (W) L/M/H Power Input at Factory Default (W) Gravity Drain Plugged (in, OD)1 MPT Cooling Max⁴ (°F WB)76 Washable •Auto changeover (Heat Recovery only) •Auto opera�on •Auto restart •D ual thermistor control •Wi-Fi compatible Rated Amps (A) Liquid Line (in, OD) Vapor Line (in, OD) Page 1 of 2 For continual product development, LG reserves the right to change specifications without notice. LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com •Dual setpoint control •Multiple aux heater applications •Filter life display •External on/off control •Auto fan •Leak detection •Weekly schedule •Fan speed control •Group control •Hot start •Self diagnos�cs •Timer (on/off) •Child lock 1 1. Maximum power input is rated at maximum setting value. 2.Maximum li� is 27 in from bo�om of unit. Check valve not included (eld supplied). 3.Requires an LG wall controller because ducted units do not have infrared receiver. 4. See Engineering Manual for sensible and latent capaci�es. 5. Sound Pressure levels are tested in an anechoic chamber under ISO Standard 3745. 6.Actual lter sizes may vary. 7. At factory fan speed se�ng. 8.Maximum static pressure may result in reduced airflow (CFM). 9.All Communication cable between Master outdoor units to indoor units / heat recovery units to be 18 AWG, 2-conductor, twisted, stranded, shielded. Ensure the communication cable shield is properly grounded to the Master outdoor unit chassis only. Do not ground the outdoor unit to indoor units / heat recovery units communication cable at any other point. Wiring must comply with all applicable local and national codes. 10.Power wiring cable size must comply with the applicable local and national code. 11.This unit comes with a dry nitrogen charge. 12.All capacities are net with a combination ratio between 95 – 105%. 13.Must follow installation instructions in the applicable LG installation manual. Refrigerant Type Refrigerant Control Sound Pressure⁵ dB(A) (H/M/L) Filter Type MERV Filter Quantity Filter Dimensions⁶ (in) Net Unit Weight (lbs) Shipping Weight (lbs) N/A Type Sirocco Fan Quantity 2 Motor/Drive Brushless Digitally Controlled/Direct 1Motor Quantity Standard Mode Airflow Rate H/M/L (CFM) Standard Mode External Static Pressure (ESP)⁷ (in wg) High Mode Airflow Rate H/M/L (CFM) High Mode External Static Pressure (ESP)⁷ (in wg) Airflow Range (CFM) Minimum ESP (in wg)⁸ Maximum ESP (in wg)⁸Wireless Remote Controller³ ‐ PQWRHQ0FDB Premium Controller ‐ PREMTA000 MultiSITE CRC1 Controller - PREMTBVC0 MultiSITE CRC1+ Controller - PREMTBVC1 Simple Controller - PREMTC00U Wi-Fi Module - PWFMDD200 Simple Dry Contact (1 contact, 24 VAC external power) ‐ PDRYCB100 Dry Contact for Economizer ‐ PDRYCB400 Dry Contact for Third Party Thermostat ‐ PDRYCB300 Aux Heater Kit ‐ PRARH1 Remote Temperature Button Sensor ‐ ZRTBS01 High Efficiency Filter Box - Optional Accessories: Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org. 650 13-1/4 x 23-15/16 x 3/16 522 - 2,076 5/8 Flare 110.0 ARNU543M3A4 ZFBXM301A 61,400 54,000 1744 / 1614 / 1482 3/8 Flare SB_MultiV_HighStaticDucted_ARNU543M3A4_2019_05_10_132133 0.16 172 / 215 / 260 0.19 54,000 Btu/h Indoor Unit 44/43/42 0.79 1720 / 1558 / 1424 2.5 96.1 0.23 Multi V™ High Static Ducted E-59 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 60 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Job Name/Location: Tag #: Date: PO No.: Page 2 of 2 For continual product development, LG reserves the right to change specifications without notice. LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com ARNU543M3A4 SB_MultiV_HighStaticDucted_ARNU543M3A4_2019_05_10_132133 54,000 Btu/h Indoor Unit Multi V™ High Static Ducted E-60 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 61 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT CUSTOM FLOW ARCHITECTURAL SLOT DIFFUSER E-61 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 62 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Custom Flow (CF) slot diffusers are uniquely designed for curving and long continuous installations. The CF offers a large range of airflow flexibility with one or two slot arrangements, various slot widths, and vertical or horizontal pattern adjustment. Extruded aluminum construction Fully adjustable pattern controllers provide air pattern flexibility Various slot widths and quantities to meet airflow capacity requirements Custom curving options for architectural applications 2 For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-62 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 63 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT TYPICAL APPLICATIONS Custom Flow linear diffusers are specifically designed for the most demanding architectural and performance applications. As a premium linear slot diffuser, Custom Flow is manufactured using extruded aluminum ensuring a crisp, clean appearance. Custom Flow is ideal for long, continuous runs and often used for perimeter heating and cooling. CONSTRUCTION +Pattern Controller Style -Adjusta Slot -Jet Slot -Return +Slot Widths -1 in. -1 ½ in. -2 in. -2 ½ in. -3 in. +Slot quantity -1 or 2 DESIGN FLEXIBILITY Custom Flow diffusers feature extruded aluminum construction and are ideal for highly architectural applications. The CF is available with countless design options to provide ultimate flexibility, including: +Adjusta Slot (horizontal air pattern) and Jet Slot (vertical air pattern) pattern controller configurations to maximize air pattern performance. +Five slot widths for low, medium, and high capacity requirements. +Multiple frame styles including: exposed mounting, mud-in concealed frame, tegular and Techzone. +Discrete and continuous sections. Continuous installations are supplied with alignment strips for high quality architectural installations. +Flexible position for supply plenums, allowing active and return sections along the same diffuser. This is popular for continuous slot, perimeter applications. +Flat-faced, convex and concave curving sections that easily integrate with straight sections. +Flat, inside and outside mitered corners. +Assemblies can be easily trimmed to length on-site to meet exact room dimensions. +Multiple finish options, including anodized and wood-grain. Various mounting options designed for ease of installation 3For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-63 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 64 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT PATTERN CONTROLLER STYLE Custom Flow diffusers offer superior performance and function, featuring dual layered pattern controllers for full airflow adjustment, dampering and blank-off capabilities. The pattern controllers are provided in section lengths up to 24 in.; this feature provides multiple pattern and airflow possibilities along the length of a continuous diffuser. Pattern controller styles may be selected for optimal horizontal (Adjusta Slot) or vertical (Jet Slot) airflow performance. Adjusta-slot (AS) +Adjusta-slot pattern controllers are designed for ceiling installations and produce a strong, horizontal air pattern over a wide range of ariflows. +Adjusta-slot units are particularly well suited for open office perimeter zones, main floor entrance foyers and lobbies, elevator lobbies, conference rooms, mall atriums and theatres. Continuous installations are typically located at the perimeter of a zone in which a large air volume must be introduced. VerticalHorizontal Angular One slot air pattern adjustment ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1 ⁄16" (27) NOM. + 1 1 ⁄4 " (32) NOM. - 1 ⁄4" (6) WX NOM. + 1 1 ⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5 ⁄8 " (16) NOM. - 1 ⁄8" (3) WZ NOM. + 5 ⁄16" (8) NOM. + 3 ⁄8 " (10) NOM. - 1 ⁄4" (6) XX NOM. + 1 1 ⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3 ⁄8 " (10) NOM. - 1 ⁄8" (3) XZ NOM. + 5 ⁄16" (8) NOM. + 1 ⁄8 " (3) NOM. - 1 ⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1 ⁄4 " (6) NOM. - 1 ⁄8" (3) ZZ NOM. - 1 ⁄2 " (13) NOM. - 1⁄2 " (13) NOM. - 1 ⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1 ⁄16" (27) NOM. + 1 1 ⁄4 " (32) NOM. - 1 ⁄4 " (6) WX NOM. + 1 1 ⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1 ⁄8 " (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1 ⁄4 " (6) XX NOM. + 1 1 ⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1 ⁄8 " (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1 ⁄4 " (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1 ⁄4" (6) NOM. - 1 ⁄4 " (6) NOM. - 1 ⁄8 " (3) ZZ NOM. - 1 ⁄2" (13) NOM. - 1 ⁄2 " (13) NOM. - 1 ⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1 ⁄16" (27) NOM. + 1 1⁄4 " (32) NOM. - 1⁄4" (6) WX NOM. + 1 1 ⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9 ⁄16" (14) NOM. + 5 ⁄8 " (16) NOM. - 1⁄8" (3) WZ NOM. + 5 ⁄16" (8) NOM. + 3 ⁄8 " (10) NOM. - 1⁄4" (6) XX NOM. + 1 1 ⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9 ⁄16" (14) NOM. + 3 ⁄8 " (10) NOM. - 1⁄8" (3) XZ NOM. + 5 ⁄16" (8) NOM. + 1⁄8 " (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1 ⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1 ⁄2 " (13) NOM. - 1⁄2 " (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS Horizontal & verticalOpposed horizontal Two slot air pattern adjustment (may differ for each slot) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1 ⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1 ⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1 ⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1 ⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1 ⁄8" (3) NOM. - 1 ⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1 ⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1 ⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4 " (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5 ⁄8" (16) NOM. - 1⁄8 " (3) WZ NOM. + 5⁄16" (8) NOM. + 3 ⁄8" (10) NOM. - 1⁄4 " (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3 ⁄8" (10) NOM. - 1⁄8 " (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8 " (3) NOM. - 1⁄4 " (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1 ⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8 " (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS Volume adjustments Fully open Partially dampered Shutoff ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1 ⁄4 " (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1 ⁄8 " (3) WZ NOM. + 5 ⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1 ⁄4 " (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1 ⁄8 " (3) XZ NOM. + 5 ⁄16" (8) NOM. + 1⁄8 " (3) NOM. - 1 ⁄4 " (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1 ⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1 ⁄8 " (3) ZZ NOM. - 1 ⁄2 " (13) NOM. - 1 ⁄2 " (13) NOM. - 1 ⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4 " (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8 " (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4 " (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8 " (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4 " (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8 " (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTHPATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS 4 For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-64 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 65 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Jet-slot (JS) +Jet-slot pattern controllers are designed to provide a strong vertical air pattern perpendicular to the diffuser face. +Jet-slot diffusers are ideal for projecting conditioned air down a high perimeter window where it is necessary for airflow to reach the floor to prevent stagnant zones, as well as interior zones with unusually high ceilings, such as auditoriums, entrance foyers, mall atriums, convention centers and theaters. ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1 ⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1 ⁄4" (6) WX NOM. + 1 1 ⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1 ⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1 ⁄4" (6) XX NOM. + 1 1 ⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1 ⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1 ⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1 ⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1 ⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2 " (13) NOM. - 1 ⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTHPATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS Volume adjustments Fully open Partially dampered Shutoff VerticalHorizontal Angular One slot air pattern adjustment ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1 ⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1 ⁄4 " (6) WX NOM. + 1 1 ⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5 ⁄8 " (16) NOM. - 1 ⁄8 " (3) WZ NOM. + 5 ⁄16" (8) NOM. + 3 ⁄8 " (10) NOM. - 1 ⁄4 " (6) XX NOM. + 1 1 ⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3 ⁄8 " (10) NOM. - 1 ⁄8 " (3) XZ NOM. + 5 ⁄16" (8) NOM. + 1⁄8 " (3) NOM. - 1 ⁄4 " (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1 ⁄4" (6) NOM. - 1⁄4 " (6) NOM. - 1 ⁄8 " (3) ZZ NOM. - 1⁄2" (13) NOM. - 1 ⁄2" (13) NOM. - 1 ⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1 ⁄4 " (32) NOM. - 1 ⁄4 " (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1 ⁄4 " (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1 ⁄8 " (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1 ⁄4 " (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1 ⁄4 " (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1 ⁄8 " (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1 ⁄4 " (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1 ⁄8 " (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1 ⁄4 " (6) FACE OVERALL LENGTH PATTERN CONTROL LER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS Horizontal & verticalOpposed horizontal Two slot air pattern adjustment (may differ for each slot) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YYNOM. LENGTH NOM. LENGTH NOM. LENGTH YZNOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS: W - FLANGED END(EF ONLY) X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5 ⁄8 " (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3 ⁄8 " (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3 ⁄8 " (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS Sight Baffle Blank-Off OPTIONAL ACCESSORIES +Custom Flow Architectural Slot Diffusers are available with an assortment of accessories including: -Return Air Sight Baffle -Metal Blank-Offs 5For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-65 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 66 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT CONFIGURATION OPTIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROL LER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7⁄8" (99)2 3 ⁄4" (70) 2 6 11⁄16" (170)6 1 ⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7 ⁄8" (124)3 3 ⁄4" (95) 2 8 11⁄16" (221)8 1 ⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7 ⁄8" (149)4 3 ⁄4" (121) 2 10 11⁄16" (271)10 1⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7 ⁄8" (175)5 3 ⁄4" (146) 2 12 5⁄8" (321)12 1⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7 ⁄8" (200)6 3 ⁄4" (171) 2 14 5⁄8" (371)14 1⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8 " (187) 13 11⁄16" (348)3" (76)2 5⁄8 " (67)3 3⁄8 " (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1⁄2" (38) 2" (51) 2 1⁄2" (64) 3 3⁄8" (86) 5 11⁄16" (144) 4 3⁄8 " (111) 7 11⁄16" (195) 5 3⁄8 " (137) 9 11⁄16" (246) 6 3⁄8 " (162) 11 11⁄16" (297) 2 3 ⁄16" (56)2 3⁄8 " (60) 2 5 ⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3⁄4" (121) 3 7⁄16" (87) 6 3⁄4" (171) □ 12 3⁄4" (324) 4 7⁄16" (113) 8 3⁄4" (222) 5 7⁄16" (164) 10 3⁄4" (273) 6 7⁄16" (214) 2 3⁄8 " (60)2 7⁄8 " (73) 2 9 ⁄16" (65) 1 11⁄16" (43)1 3⁄8 " (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8 " (48) 2 1 ⁄16" (52) 1 1⁄2 " (38) 1 3⁄4 " (44) 2" (51) 2 1⁄4 " (57) 2 1⁄2 " (64) 1 3⁄4 " (44) 2" (51) 2 1⁄4 " (57) 2 1⁄2 " (64) 2 3⁄4 " (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION:  SM - SURFACE MOUNT DRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTH CEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS (BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS (BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROLLER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7⁄8" (99)2 3⁄4" (70) 2 6 11⁄16" (170)6 1⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7⁄8" (124)3 3⁄4" (95) 2 8 11⁄16" (221)8 1⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7⁄8" (149)4 3⁄4" (121) 2 10 11⁄16" (271)10 1⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7⁄8" (175)5 3⁄4" (146) 2 12 5⁄8" (321)12 1⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7⁄8" (200)6 3⁄4" (171) 2 14 5⁄8" (371)14 1⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8" (187) 13 11⁄16" (348)3" (76)2 5⁄8" (67)3 3⁄8" (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1⁄2" (38) 2" (51) 2 1⁄2" (64) 3 3⁄8" (86) 5 11⁄16" (144) 4 3⁄8" (111) 7 11⁄16" (195) 5 3⁄8" (137) 9 11⁄16" (246) 6 3⁄8" (162) 11 11⁄16" (297) 2 3⁄16" (56)2 3⁄8" (60) 2 5⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3⁄4" (121) 3 7⁄16" (87) 6 3⁄4" (171) □ 12 3⁄4" (324) 4 7⁄16" (113) 8 3⁄4" (222) 5 7⁄16" (164) 10 3⁄4" (273) 6 7⁄16" (214) 2 3⁄8" (60)2 7⁄8" (73) 2 9⁄16" (65) 1 11⁄16" (43)1 3⁄8" (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8" (48) 2 1⁄16" (52) 1 1⁄2" (38) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 2 3⁄4" (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION:  SM - SURFACE MOUNT DRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTH CEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS(BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS(BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROL LER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7⁄8" (99)2 3⁄4" (70) 2 6 11⁄16" (170)6 1⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7⁄8" (124)3 3⁄4" (95) 2 8 11⁄16" (221)8 1⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7⁄8" (149)4 3⁄4" (121) 2 10 11⁄16" (271)10 1⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7⁄8" (175)5 3⁄4" (146) 2 12 5⁄8" (321)12 1⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7⁄8" (200)6 3⁄4" (171) 2 14 5⁄8" (371)14 1⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8" (187) 13 11⁄16" (348)3" (76)2 5⁄8" (67)3 3⁄8" (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1⁄2" (38) 2" (51) 2 1⁄2" (64) 3 3⁄8" (86) 5 11⁄16" (144) 4 3⁄8" (111) 7 11⁄16" (195) 5 3⁄8" (137) 9 11⁄16" (246) 6 3⁄8" (162) 11 11⁄16" (297) 2 3⁄16" (56)2 3⁄8" (60) 2 5⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3⁄4" (121) 3 7⁄16" (87) 6 3⁄4" (171) □ 12 3⁄4" (324) 4 7⁄16" (113) 8 3⁄4" (222) 5 7⁄16" (164) 10 3⁄4" (273) 6 7⁄16" (214) 2 3⁄8" (60)2 7⁄8" (73) 2 9⁄16" (65) 1 11⁄16" (43)1 3⁄8" (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8" (48) 2 1⁄16" (52) 1 1⁄2" (38) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 2 3⁄4" (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION:  SM - SURFACE MOUNT DRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTH CEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS (BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS (BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROLLER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7⁄8" (99)2 3⁄4" (70) 2 6 11⁄16" (170)6 1⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7⁄8" (124)3 3⁄4" (95) 2 8 11⁄16" (221)8 1⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7⁄8" (149)4 3⁄4" (121) 2 10 11⁄16" (271)10 1⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7⁄8" (175)5 3⁄4" (146) 2 12 5⁄8" (321)12 1⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7⁄8" (200)6 3⁄4" (171) 2 14 5⁄8" (371)14 1⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8" (187) 13 11⁄16" (348)3" (76)2 5⁄8" (67)3 3⁄8" (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1⁄2" (38) 2" (51) 2 1⁄2" (64) 3 3⁄8" (86) 5 11⁄16" (144) 4 3⁄8" (111) 7 11⁄16" (195) 5 3⁄8" (137) 9 11⁄16" (246) 6 3⁄8" (162) 11 11⁄16" (297) 2 3⁄16" (56)2 3⁄8" (60) 2 5⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3⁄4" (121) 3 7⁄16" (87) 6 3⁄4" (171) □ 12 3⁄4" (324) 4 7⁄16" (113) 8 3⁄4" (222) 5 7⁄16" (164) 10 3⁄4" (273) 6 7⁄16" (214) 2 3⁄8" (60)2 7⁄8" (73) 2 9⁄16" (65) 1 11⁄16" (43)1 3⁄8" (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8" (48) 2 1⁄16" (52) 1 1⁄2" (38) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 2 3⁄4" (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION:  SM - SURFACE MOUNT DRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTH CEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS (BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS (BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROL LER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7⁄8" (99)2 3⁄4" (70) 2 6 11⁄16" (170)6 1⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7⁄8" (124)3 3⁄4" (95) 2 8 11⁄16" (221)8 1⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7⁄8" (149)4 3⁄4" (121) 2 10 11⁄16" (271)10 1⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7⁄8" (175)5 3⁄4" (146) 2 12 5⁄8" (321)12 1⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7⁄8" (200)6 3⁄4" (171) 2 14 5⁄8" (371)14 1⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8" (187) 13 11⁄16" (348)3" (76)2 5⁄8" (67)3 3⁄8" (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1⁄2" (38) 2" (51) 2 1⁄2" (64) 3 3⁄8" (86) 5 11⁄16" (144) 4 3⁄8" (111) 7 11⁄16" (195) 5 3⁄8" (137) 9 11⁄16" (246) 6 3⁄8" (162) 11 11⁄16" (297) 2 3⁄16" (56)2 3⁄8" (60) 2 5⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3⁄4" (121) 3 7⁄16" (87) 6 3⁄4" (171) □ 12 3⁄4" (324) 4 7⁄16" (113) 8 3⁄4" (222) 5 7⁄16" (164) 10 3⁄4" (273) 6 7⁄16" (214) 2 3⁄8" (60)2 7⁄8" (73) 2 9⁄16" (65) 1 11⁄16" (43)1 3⁄8" (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8" (48) 2 1⁄16" (52) 1 1⁄2" (38) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 2 3⁄4" (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION:  SM - SURFACE MOUNT DRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTH CEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS (BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS (BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal SheetCF - CUSTOM FLOW 2017/12/04 OF REVSHEET13© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1  AS - ADJUSTA SLOT  JS - JET SLOT  RT - RETURN  1 SLOT  2 SLOT PATTERN CONTROL LER STYLE:  CMF - CONCEALED MUD FRAME (SM ONLY)  EF - EXPOSED FRAME SLOT QUANTITY: FRAME STYLE: A S C W OPENING/PLENUM WIDTH C S A E W OPENING/PLENUM WIDTH H H E MOUNTING: SLOT SIZE (S)SLOT QTY. A (CMF) A (EF) C H (CMF) H (EF) E (CMF) E (EF) W 1 4 5⁄16" (110)3 7 ⁄8" (99)2 3 ⁄4" (70) 2 6 11⁄16" (170)6 1 ⁄4" (159)5 1⁄16" (129) 1 5 5⁄16" (135)4 7 ⁄8" (124)3 3 ⁄4" (95) 2 8 11⁄16" (221)8 1 ⁄4" (210)7 1⁄16" (179) 1 6 5⁄16" (160)5 7 ⁄8" (149)4 3⁄4" (121) 2 10 11⁄16" (271)10 1 ⁄4" (260)9 1⁄16" (230) 1 7 1⁄4" (184)6 7 ⁄8" (175)5 3⁄4" (146) 2 12 5⁄8" (321)12 1 ⁄4" (311)11 1⁄16" (281) 1 8 1⁄4" (210)7 7 ⁄8" (200)6 3⁄4" (171) 2 14 5⁄8" (371)14 1 ⁄4" (262)13 1⁄16" (332) □ □ □ □7 3⁄8 " (187) 13 11⁄16" (348)3" (76)2 5⁄8" (67)3 3⁄8" (86) 2 13⁄16" (71) OPENING/PLENUM WIDTH (SM)* 1" (25) 1 1 ⁄2" (38) 2" (51) 2 1 ⁄2" (64) 3 3⁄8 " (86) 5 11⁄16" (144) 4 3⁄8 " (111) 7 11⁄16" (195) 5 3⁄8 " (137) 9 11⁄16" (246) 6 3⁄8 " (162) 11 11⁄16" (297) 2 3 ⁄16" (56)2 3⁄8" (60) 2 5⁄16" (59) PLENUM WIDTH (LI) 2 7⁄16" (62) 4 3 ⁄4" (121) 3 7⁄16" (87) 6 3 ⁄4" (171) □ 12 3 ⁄4" (324) 4 7⁄16" (113) 8 3 ⁄4" (222) 5 7⁄16" (164) 10 3 ⁄4" (273) 6 7⁄16" (214) 2 3⁄8" (60)2 7⁄8" (73) 2 9⁄16" (65) 1 11⁄16" (43)1 3⁄8" (35) 1 13⁄16" (46) 1 15⁄16" (49)1 7⁄8" (48) 2 1⁄16" (52) 1 1⁄2" (38) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 1 3⁄4" (44) 2" (51) 2 1⁄4" (57) 2 1⁄2" (64) 2 3⁄4" (70) * OPENING WIDTH IS OUTSIDE DIMENSION OF FIELD BUILT PLENUM WITH HEMMED EDGES. IF NO PLENUM IS USED, OPENING WIDTH MAY BE ADDITIONALLY REDUCED BY UP TO 1/4" (6). APPLICATION: SM - SURFACE MOUNTDRYWALL APPLICATION  LI - TEE BAR LAY-IN APPLICATION CEILING MODULE = NOM. LENGTHCEILING OPENING = NOM. LENGTH  A - COUNTERSUNK HOLES (CMF ONLY) DRYWALL SCREWS (BY OTHERS)  MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) 5/8" (16) OR 1/2" (13) DRYWALL SCREWS (BY OTHERS) CEILING FRAMING (BY OTHERS)  C - CONCEALED MOUNTING BRACKET (SM ONLY)  HB - HANGER BRACKETS (LI ONLY) ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS ALL METRIC DIMENSIONS ( ) ARE SOFT CONVERTED. IMPERIAL DIMENSIONS ARE CONVERTED TO METRIC AND ROUNDED TO THE NEAREST MILLIMETER. 0 CF CUSTOM FLOW LINEAR SLOT DIFFUSER267996 PROJECT: ENGINEER: CUSTOMER: SUBMITTAL DATE:SPEC. SYMBOL: Submittal Sheet CF - CUSTOM FLOW 2017/12/04 OF REVSHEET23© Copyright PRICE INDUSTRIES 2017 Solid EdgeCF-1-1 FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH FACE OVERALL LENGTH END CONDITIONS:  W - FLANGED END (EF ONLY)  X - MITRED END  Y - OPEN END  Z - FLUSH END FOR SPLICING TOGETHER MULTIPLE SECTIONS END CONDITION CMF (SM)EF (SM)EF (LI) WW NOM. + 1 1⁄16" (27) NOM. + 1 1 ⁄4" (32) NOM. - 1⁄4" (6) WX NOM. + 1 1⁄16" (27) NOM. + 15⁄16" (24) NOM. - 1⁄4" (6) WY NOM. + 9⁄16" (14) NOM. + 5⁄8" (16) NOM. - 1⁄8" (3) WZ NOM. + 5⁄16" (8) NOM. + 3⁄8" (10) NOM. - 1⁄4" (6) XX NOM. + 1 1⁄16" (27) NOM. + 11⁄16" (17) NOM. - 1⁄4" (6) XY NOM. + 9⁄16" (14) NOM. + 3⁄8" (10) NOM. - 1⁄8" (3) XZ NOM. + 5⁄16" (8) NOM. + 1⁄8" (3) NOM. - 1⁄4" (6) YY NOM. LENGTH NOM. LENGTH NOM. LENGTH YZ NOM. - 1⁄4" (6) NOM. - 1⁄4" (6) NOM. - 1⁄8" (3) ZZ NOM. - 1⁄2" (13) NOM. - 1⁄2" (13) NOM. - 1⁄4" (6) FACE OVERALL LENGTH PATTERN CONTROLLER ADJUSTMENTS: • FULLY OPEN: • PARTIALLY DAMPERED: • SHUTOFF:  AS  JS  AS  JS OPPOSED HORIZONTALHORIZONTAL & VERTICALHORIZONTAL & VERTICALOPPOSED HORIZONTAL ANGULARHORIZONTALVERTICALHORIZONTALVERTICALANGULAR NOTE: PATTERN CONTROLLERS MUST BE DAMPERED SLIGHTLY IN ORDER TO ACHIEVE HORIZONTAL PATTERN IN 2 SLOT CONFIGURATIONS EF - EXPOSED FRAME CMF - CONCEALED MOUNTING FRAME W - FLANGED END (EF ONLY) X - MITRED END Y - OPEN END Z - FLUSH END HB - HANGER BRACKETS (LI ONLY) C - CONCEALED MOUNTING BRACKET (SM ONLY) A - COUNTERSUNK HOLES (CMF ONLY) MP-DR - REVERSIBLE DRYWALL MOUNTING CLIP (SM ONLY) Frame Style Mounting End Conditions 6 For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-66 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 67 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT CURVED LINEAR SLOT DIFFUSER (CFC) +Curved Custom Flow diffusers are available in flat-in-plane, concave or convex curves for supply or return applications making them ideal for highly architectural projects. +With fully adjustable pattern controllers, airflow adjustment remains flexible, even after curving. +Factory built plenums are an available option, built to suit the curvature of the diffuser, minimizing complications due to custom field fabrication and mounting. Concave curveConvex curveFlat curve 7For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-67 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 68 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT CONSTRUCTION +Style -Straight -Curved +Length -24 in. -36 in. -48 in. -60 in. +Mounting Type -Surface mount -T-bar lay-in +Insulation -Fiberglass -Fiber free foam +Options -Cable operated damper (VCR8EC) CUSTOM FLOW PLENUMS (CFP) +Price offers factory built and tested plenum assemblies in various sizes and configurations. To ensure on-site performance matches published performance data, factory built plenums are necessary. +Optional fiberglass or fiber free foam plenum insulation is available. Curved plenum Optional cable operated damper 8 For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-68 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 69 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT CONSTRUCTION +Application -Supply -Return +Size -24 in. x 24 in. +Mounting -T-bar -Bolt slot +Options -Insulated plenum MODULAR CUSTOM FLOW DIFFUSER (ASM) +Adjusta-slot Modular 4-sided single slot diffuser provides a unique architectural look and allows a matching ceiling tile to be used on the interior of the diffuser for visual consistency within the space. +ASM diffusers are designed for most Lay-in suspension systems with a nominal module size of 24 in. x 24 in. and a 1 in. slot. +Each slot can be field adjusted from the face of the diffuser to provide horizontal or vertical air patterns. 9For more information visit www.priceindustries.com CUSTOM FLOWArchitectural Slot Diffuser E-69 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 70 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT APPENDIX B HVAC EQUIPMENT SPECIFICATION OPTION 2: CASSETTE FAN COIL UNITS E-70 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 71 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Standard Features: For continual product development, LG reserves the right to change specifications without notice. © LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com Notes: 1.Power wiring cable size must comply with the applicable local and national codes. Cables terminate at each frame. 2.For main pipe segment size, refer to the LATS Multi V tree diagram. 3.The combination ratio must be between 50‐130%. 4.Sound pressure levels are tested in an anechoic chamber under ISO Standard 3745 for the combination of outdoor units. 5.Communication cable between ODU and IDUs must be 2‐conductor, 18 AWG, twisted, stranded, and shielded. Ensure the communication cable shield is properly grounded to the Master ODU chassis only. Do not ground the communication cable at any other point. Wiring must comply with all applicable local and national codes. 6.Acceptable operating voltage: 7.The order of these units on the submittal (i.e., a+b) does not represent the installation order. Highest capacity unit is used as the Master, followed by the smaller size as Slave 1. 8.Low ambient performance with LGRED° heat technology is included in Multi V 5 units produced after February 2019. Optional Accessories: For: File Resubmit Approval Other Performance: Cooling Mode: Nominal Capacity (Btu/h) Power Input1 (kW) Heating Mode: Nominal Capacity (Btu/h) Power Input1 (kW) Page 1 of 2 Cooling (°F DB)** Heating (°F WB) Synchronous Cooling Based (°F DB) Heating Based (°F WB) Operating Range: R410A EEV 2 x 18 Black Coated Fin™ Unit Data: Required Accessories: Frame Refrigerant Charge (lbs.) Liquid (in., O.D.) High Pressure Vapor (Heat Recovery only; in, O.D.) Low Pressure Vapor (in., O.D.) Piping:² • Advanced Smart Load Control • Intelligent Heating • HiPOR (High Pressure Oil Return) • Smart Oil Control • Night Quiet Operation • Fault Detection and Diagnosis •Active Refrigerant Control •Variable Heat Path Exchanger •Subcooling and Vapor Injection Control •Liquid Cooled Inverter Controller •Advanced Comfort Cooling 5 ‐ 122 ARCNB21 (Frame Connector Y‐branch, 3 pipe heat recovery) ARCNN21 (Frame Connector Y‐branch, 2 pipe heat pump) Electrical: Frame Power Supply (V/Hz/Ø)1 MOP (A) MCA (A) Rated Amps (A) Compressor A (A) Compressor B (B) Fan (A) Refrigerant Type Refrigerant Control Max. Number of Indoor Units³ Sound Pressure⁴ dB(A) Weight Frame Net (lbs.) Shipping (lbs.) Communication Cable (No x AWG)⁵ Heat Exchanger Coating Type Quantity Oil / Type HSS DC Scroll PVE / FVC68D Compressor: Tag No.:Job Name/Location: Date: PO No.: Architect: GC: Engr: Mech: Rep: (Company) (Project Manager) Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org. Air Guide ‐ ZAGDKA52A (2 required) Hail Guard Kit ‐ ZHGDKA52A (2 required) Low Ambient Baffle Kit ‐ ZLABKA52A (2), Control Kit ‐ PRVC2 (1 per system) Base Pan Heater ‐ ZPLT1A52A ‐22 ‐ 61 14 ‐ 81 14 ‐ 61 Type Quantity (a) + (b) Motor Drive Air Flow Rate (a) + (b) (CFM) Propeller Brushless Digitally Controlled Direct Fan: **Cooling range with the Low Ambient Baffle Kit (sold separately) is ‐9.9°F to ++122°F and is achieved only when all indoor units are operating in cooling mode. Does not impact heat recovery system synchronous operating range. 288,000 Multi V™ 5 with LGRED° 208-230V ODU 16.4 57.9 4 22,600 20.8 8.0 208-230/60/3 30.9 (a) ARUM096BTE5 (a) ARUM096BTE5 (a) ARUM096BTE5 (a) ARUM096BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 (b) ARUM192BTE5 80 24.4 40 324,000 5/8 Braze 688 63.0 3 208-230/60/3 ARUM288BTE5 SB_MultiV_5_ODU_ARUM288BTE5_2019_01_10_085602 8.0 1-1/8 Braze7/8 Braze 52.1 507 28.5 23.2 1-1/8 Braze 187 - 253V 24 Ton Dual Frame Heat Pump and Heat Recovery 23.3 22.20 3/8 Braze 18.94 659 3/4 Braze - 45 534 E-71 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 72 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT For continual product development, LG reserves the right to change specifications without notice. © LG Electronics U.S.A., Inc., Englewood Cliffs, NJ. All rights reserved. “LG Life’s Good” is a registered trademark of LG Corp. /www.lghvac.com Page 2 of 2 Job Name/Location: Tag No.: Date: PO No.:Multi V™ 5 with LGRED° 208-230V ODU (a) ARUM096BTE5 (b) ARUM192BTE5 ARUM288BTE5 SB_MultiV_5_ODU_ARUM288BTE5_2019_01_10_085602 24 Ton Dual Frame Heat Pump and Heat Recovery E-72 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 73 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 14 Wi-Fi Module PWFMDD200 ARNU***TSA4 1-WAY CASSETTE & 2-WAY CASSETTE Specifications Unit 073TU 093TU 123TU 183TT 243TT 183TS 243TS Chassis TU TU TU TT TT TS TS Capacity Cooling Btu/h 7,500 9,600 12,300 19,100 24,200 19,100 24,200 Heating Btu/h 8,500 10,900 13,600 21,500 24,200 21,500 27,300 Power Input Cooling Watts 40 40 40 70 70 19 31 Heating Watts 40 40 40 70 70 19 31 Power Supply V / Hz / ø 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 Dimensions (W × H × D) Body inches 33-7/8 x 17-3/4 x 6-11/16 33-7/8 x 17-3/4 x 6-11/16 33-7/8 x 17-3/4 x 6-11/16 46-1/2 x 17-3/4 x 6-7/8 46-1/2 x 17-3/4 x 6-7/8 32-11/16 x 23-5/8 x 8-7/8 32-11/16 x 23-5/8 x 8-7/8 Grille inches 43-5/16 x 19-3/4 x 1-3/8 43-5/16 x 19-3/4 x 1-3/8 43-5/16 x 19-3/4 x 1-3/8 55-15/16 x 19-3/4 x 1-3/8 55-15/16 x 19-3/4 x 1-3/8 43-5/16 x 27-3/16 x 1-1/8 43-5/16 x 27-3/16 x 1-1/8 Unit Weight Net lbs 33 33 33 42 42 39.9 39.9 Shipping lbs 40 40 40 13 13 10.3 10.3 Grille Weight Net lbs 10 10 10 13 13 10.3 10.3 Shipping lbs 10 10 10 20 20 14.3 14.3 Sound Pressure (H / M / L)dBA 32 / 29 / 25 35 / 34 / 32 38 / 35 / 32 40 / 37 / 35 43 / 40 / 36 35 / 33 / 31 48 / 45 / 40 Air Flow Rate, Standard Mode (H / M / L)CFM 290 / 258 / 226 325 / 304 / 290 353 / 325 / 290 470 / 427 / 385 515 / 470 / 406 417 / 381 / 348 512 / 438 / 364 Grille PT-UUC1 PT-UUC1 PT-UUC1 PT-UTC PT-UTC PT-USC PT-USC Description Model Grille for 1-Way Cassette, TU Chassis PT-UUC1 Grille for 1-Way Cassette, TT Chassis PT-UTC Grille for 2-Way Cassette, TS Chassis PT-USC Plasma Kit for 1-Way Cassette, TU Chassis PTPKU0 Plasma Kit for 1-Way Cassette, TT Chassis PTPKT0 Auxiliary Heat Kit PRARH1 Accessories INDOOR UNITSNote: 1. Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org 2. Max. power input is rated at maximum setting value. 3. Sound pressure levels are tested in an anechoic chamber under ISO Standard 3745. 4. Due to our commitment to continued innovation, some specifications may be changed without notification. ARNU ***TUD4 ARNU ***TTD4 E-73 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 74 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 15 LG Air Conditioning Technologies Wi-Fi Module PWFMDD200 4-WAY CASSETTE (2×2) Accessories Description Model Grille PT-UQC Ventilation Kit PTVK430 Grille (True 2 x2)PT-QCHW0 Cassette Cover PTDCQ Plasma Kit PTPKQ0 Auxiliary Heat Kit PRARH1 Specifications Unit 053TR 073TR 093TR 123TR 153TQ 183TQ Chassis TR TR TR TR TQ TQ Capacity Cooling Btu/h 5,500 7,500 9,600 12,300 15,400 19,100 Heating Btu/h 6,100 8,500 10,900 13,600 17,100 21,500 Power Input Cooling Watts 30 30 30 30 30 30 Heating Watts 30 30 30 30 30 30 Power Supply V / Hz / ø 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 Dimensions (W × H × D) Body inches 22-7/16 x 22-7/16 x 8-7/16 22-7/16 x 22-7/16 x 8-7/16 22-7/16 x 22-7/16 x 8-7/16 22-7/16 x 22-7/16 x 8-7/16 22-7/16 x 22-7/16 x 10-3/32 22-7/16 x 22-7/16 x 10-3/32 Grille inches 27-9/16 x 27-9/16 x 7/8 27-9/16 x 27-9/16 x 7/8 27-9/16 x 27-9/16 x 7/8 27-9/16 x 27-9/16 x 7/8 27-9/16 x 27-9/16 x 7/8 27-9/16 x 27-9/16 x 7/8 Unit Weight Net lbs 29 29 32 32 35 35 Shipping lbs 34 34 38 38 40 40 Grille Weight Net lbs 7 7 7 7 7 7 Shipping lbs 11 11 11 11 11 11 Sound Pressure (H / M / L)dBA 29 / 27 / 26 29 / 27 / 26 30 / 29 / 27 32 / 30 / 27 36 / 34 / 32 37 / 35 / 34 Air Flow Rate, Standard Mode (H / M / L)CFM 265 / 247 / 212 265 / 247 / 212 283 / 265 / 251 307 / 283 / 247 388 / 353 / 328 396 / 388 / 353 Grille PT-UQC PT-UQC PT-UQC PT-UQC PT-UQC PT-UQC ARNU*****D4 Note : 1. Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org 2. Max. power input is rated at maximum setting value. 3. Sound pressure levels are tested in an anechoic chamber under ISO Standard 3745. 4. Due to our commitment to continued innovation, some specifications may be changed without notification. E-74 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 75 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 16 Wi-Fi Module PWFMDD200 ARNU******4 4-WAY CASSETTE (3×3) ARNU423TMC4 Accessories Model Description Model Grille PT-UMC1 Auto Elevation Grille PTEGM0 Ventilation Kit PTVK410 and PTVK420 or PTVK430 Grille, Black (3x3)PT-UMC1B Cassette Cover PTDCM Plasma Kit PTPKM0 Auxiliary Heat Kit PRARH1 Specifications Unit 073TNA 093TNA 123TNA 153TNA 183TNA Chassis TN TN TN TN TN Capacity Cooling Btu/h 7,500 9,600 12,300 15,400 19,100 Heating Btu/h 8,500 10,900 13,600 17,100 21,500 Power Input Cooling Watts 144 144 144 144 144 Heating Watts 144 144 144 144 144 Power Supply V / Hz / ø 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 Dimensions (W × H × D) Body inches 33-1/16 x 33-1/16 x 9-11/16 33-1/16 x 33-1/16 x 9-11/16 33-1/16 x 33-1/16 x 9-11/16 33-1/16 x 33-1/16 x 9-11/16 33-1/16 x 33-1/16 x 9-11/16 Grille inches 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 Unit Weight Net lbs 53.6 53.6 53.6 53.6 53.6 Shipping lbs 66.1 66.1 66.1 66.1 66.1 Grille Weight Net lbs 13 13 13 13 13 Shipping lbs 20 20 20 20 20 Sound Pressure (H / M / L)dBA 29 / 26 / 24 29 / 26 / 24 31 / 29 / 26 32 / 29 / 26 34 / 30 / 26 Air Flow Rate, Standard Mode (H / M / L)CFM 459 / 424 / 388 477 / 424 / 388 494 / 459 / 424 530 / 459 / 424 565 / 530 / 424 Grille PT-UMC1 PT-UMC1 PT-UMC1 PT-UMC1 PT-UMC1 Specifications Unit 243TNA 283TMA 363TMA 423TMC 483TMC Chassis TN TM TM TM TM Capacity Cooling Btu/h 24,200 28,000 36,200 42,000 48,100 Heating Btu/h 27,300 31,500 40,600 43,800 51,200 Power Input Cooling Watts 144 144 144 144 144 Heating Watts 144 144 144 144 144 Power Supply V / Hz / ø 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 208-230 / 60 / 1 Dimensions (W × H × D) Body inches 33-1/16 x 33-1/16 x 9-11/16 33-1/16 x 33-1/16 x 11-5/16 33-1/16 x 33-1/16 x 11-5/16 33-1/16 x 33-1/16 x 11-5/16 33-1/16 x 33-1/16 x 11-5/16 Grille inches 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 37-3/8 x 37-3/8 x 1-7/16 Unit Weight Net lbs 53.6 58.4 58.4 59 59 Shipping lbs 66.1 70.5 70.5 69 69 Grille Weight Net lbs 13 13 13 13 13 Shipping lbs 20 20 20 20 20 Sound Pressure (H / M / L)dBA 40 / 38 / 35 41 / 39 / 35 44 / 41 / 37 45 / 41 / 38 46 / 42 / 40 Air Flow Rate, Standard Mode (H / M / L)CFM 742 / 671 / 600 812 / 741 / 635 918 / 812 / 706 1,059 / 918 / 812 1,130 / 953 / 883 Grille PT-UMC1 PT-UMC1 PT-UMC1 PT-UMC1 P-UMC1 INDOOR UNITSNote: 1. Rated capacity is certified under AHRI Standard 1230. Ratings are subject to change without notice. Current certified ratings are available at www.ahridirectory.org 2. Max. power input is rated at maximum setting value. 3. Sound pressure levels are tested in an anechoic chamber under ISO Standard 3745. 4. Due to our commitment to continued innovation, some specifications may be changed without notification. E-75 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 76 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT i LI GHT COMMER CIAL PR ODUCT CATALOG ©2019 Samsung HVAC E-76 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 77 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 1 Energy Efficiency STANDARD FEATURES APPLIES TO ALL LIGHT COMMERCIAL MODELS Auto Restart Fast Cooling and Heating 7-Day Programming* FMC (Flat Micro-Channel Condenser Coil) Compatible with DVM S Central Controls Lightweight *With optional MWR-WE13N Premium Wired Controller on Wi-Fi adapter. E-77 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 78 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 2 Twin Rotary BLDC Compressor Samsung outdoor units utilize twin rotary BLDC compressors with highly stable moving parts, resulting in reduced torque variation as compared to a conventional single BLDC compressor. (Excludes 9K and 12K Slim Duct, and 12K High Wall) STANDARD FEATURES APPLIES TO ALL LIGHT COMMERCIAL MODELS Pre Filter Samsung systems are equipped with a Pre Filter that traps dust particles, which helps keep the room clean and fresh. (Excludes Multi-Position Air Handler) Quiet Mode Select the quiet mode to lower the fan noise level. (Excludes Multi-Position Air Handler) Optional Wi-Fi Control Capabilities Control and monitoring of the system can be done from anywhere with an internet connection. Various Pipe Installation Options The condensing unit provides four different ways to connect the piping. This feature provides great exibility during installation, and gives a clean and organized look after the job is complete. (Excludes Slim Duct, 18K Multi-Position Air Handler, 12K and 18K High Wall, and -40º Low Ambient Cooling) The AHRI Certied® mark indicates Samsung’s participation in the AHRI Certication program. For verication of individual certied products, go to www.ahridirectory.org. E-78 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 79 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 3 360 CASSETTE AVAILABLE CAPACITIES (Btu/h) - 18,000 | 24,000 | 30,000 | 36,000 | 42,000 | 48,000 Model Features Convenience Features:Optional Controllers² Circular Design The innovative circular design blends harmoniously into any type of interior design. Bladeless Using internal booster fans, the direction of the airflow can be controlled without blades by creating low pressure areas near the air outlet. Surround Airflow 360 degree airflow ensures optimal airflow to reduce hot and cold spots in a room. Various Style Options Offered in both black and white for open- type (circle) and ceiling-type (square) fascia panel options. • Ceiling Dust Prevention • Easy Leveling • Innovative Turbo Fan • Drain Water Overflow Protection • Electro-static, Washable, Pleated Filter • Away Mode¹ • High Lift Drain Pump MWR-SH00N MWR-SH10N MWR-WE13N AR-KH00U WARRANTY WARRANTY 10 YEAR COMPRESSOR | 10 YEAR PARTS | 1 YEAR LIMITED LABOR Product registration required. Conditions apply. * ** 40 Standard Features** 7-Day Programming¹ Auto Restart Compatible with DVM S Central Controls Energy Efficient Fast Cooling and Heating FMC (Flat Micro-Channel Condenser Coil) Lightweight Optional Wi-Fi Control Capabilities Pre Filter Quiet Mode Twin Rotary BLDC Compressor Various Pipe Installation Options AHRI Certified ETL Listed E-79 100% SCHEMATIC DESIGN July 25, 2019 SECTION VII- MECHANICAL (HVAC) SYSTEMS Page 80 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT 7 WIND-FREE™† 4-WAY CASSETTE AVAILABLE CAPACITIES (Btu/h) STANDARD: 18,000 | 24,000 30,000 | 36,000 | 42,000 | 48,000; MAX HEAT™: 30,000 | 36,000 Model Features Convenience Features:Optional Controllers³ Innovative Turbo Fan The Turbo Fan with wide blades provides uniform distribution of cooling and heating from four separate outlets so the entire room cools down or warms up quickly. Individual Blade Control By using the remote controller, the opening angles of the four louver blades can be individually set at the same or different angles (within a 32º-65º range) for ultimate unit control. • Ceiling Dust Prevention • Easy Leveling • Easy Blade Cleaning • Quiet Operation MWR-SH00N MWR-SH10N MWR-WE13N AR-EH03E Standard Features¹ Available in • • • • • • 7-Day Programming² Auto Restart Compatible with DVM S Central Controls Energy Efficient Fast Cooling and Heating FMC (Flat Micro-Channel Condenser Coil) Lightweight Optional Wi-Fi Control Capabilities Pre Filter Quiet Mode Twin Rotary BLDC Compressor Various Pipe Installation Options AHRI Certified ETL Listed WARRANTY WARRANTY 10 YEAR COMPRESSOR | 10 YEAR PARTS | 1 YEAR LIMITED LABOR Product registration required. Conditions apply. • Drain Water Overflow Protection • Away Mode² • High Lift Drain Pump * Wind-Free™* Cooling Technology Wind-Free™* Cooling Mode maintains the desired temperature and eliminates direct airflow by delivering air through micro holes on the unit's fascia panel when the louvers are closed, producing a dispersed and gentle flow of air defined as "still air." Wind-Free™* fascia panels include a humidity sensor to prevent condensation by restricting Wind-Free™ operation in high humidity conditions. Wind-Free™ operation is available in cooling mode only. TM The Wind-Free™† 4-Way Cassette is equipped with all the features and benets of the Wind-Free™† 4-Way Cassette, along with the ability to provide 100% heating capacity at 5°F and high heating output at -13°F. The integral base pan heater helps prevent ice buildup during defrost cycles. These added features allow the Wind-Free™† 4-Way Cassette Max Heat™ to perform in a myriad of applications from warm to cold climates everywhere. - E-80 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 81 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT ELECTRICAL SYSTEMS A. Electrical Codes and Standards 1. Codes • 2016 California Building Code (CBC) • 2016 California Electrical Code (CEC) • 2016 California Mechanical Code (CMC) • 2016 California Plumbing Code (CPC) • 2016 California Energy Code • 2016 California Fire Code (CFC) • 2016 California Green Code (CGC) • 2016 California Referenced Standards Code • 2016 NFPA 13 Standards for Fire Sprinkler Systems • 2016 NFPA 20 Standard for the Installation of Stationary Fire Pumps • 2016 NFPA 72 National Fire Alarm Code • 2016 NFPA 110 Standards for Emergency and Standby Power Systems • ADA Standards for Accessible Design- Code of Regulations (Including Amendments) • State of California Title 24 Energy Code Title 24 • State of California Public Utilities Commission CPUC • Occupational Safety and Health Administration OSHA 2. Standards • American National Standards Institute ANSI • American Society for Testing and Materials ASTM • Association of Edison Illuminating Companies AEIC • Certified Ballast Manufacturers CBM • Electrical Testing Laboratories ETL • Electronic Industries Association EIA • IES DG-29-11 • Illuminating Engineering Society of North America IESNA • Institute of Electrical and Electronics Engineers IEEE • Insulated Power Cable Engineers Association IPCEA • National Electrical Manufacturers Association NEMA • International Electrical Testing Association NETA • National Fire Protection Association NFPA • Underwriters’ Laboratories UL B. Building Power Distribution • 120/208V, 3 phase, 4 wire panel boards shall be provided in storage rooms. • Branch circuiting shall be routed in the ceiling cavity inorder to reach the panelboards. E-81 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 82 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT C. Equipment Sizing Criteria • Maximum voltage drop in each power feeder shall be no more than 2%, and the total drop including feeders and branch circuits shall be no more than 5% overall. D. Spare Capacity, Equipment and Feeder Size 20% spare capacity will be provided for future growth for distribution boards and panel boards. E. Electrical Distribution 1. Main Switchboard The Building will be served by a NEMA 3R 600A, 120/208V, 3P, 4W Switchboard located in the utility yard on the site. Using conductors in conduit, two 250A branch panels will be located in the building. The conduits serving these panels will be routed underground. A dedicated branch circuit panel serving the mechanical loads will be placed in the Mechanical yard. A dedicated branch circuit panel serving site loads will be placed in the electrical yard. The low voltage switchboards will be completely assembled, free standing, with copper bus bars, full neutral bus, and separate copper ground bus. Protective devices will be provided with approved barrier between sections and extended load terminals. Protective devices will be single and multiple-pole circuit breakers. All devices will be fully rated for available fault plus 10%. Series rated devices and equipment are not acceptable for use on this project. Proposed Manufacturers: Cutler Hammer, General Electric, Siemens, or equal. 2. Utility Transformer E-82 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 83 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT We anticipate a pad mounted SCE transformer will provide the new electrical service for the project. This transformer is planned to be located in the utility yard adjacent to the Main Switchboard. 3. Panelboards Individual panelboards shall have door-in-door construction and copper bussing, unless otherwise noted in single line diagram. Proposed Manufacturers: Cutler Hammer, General Electric, Siemens, or equal. F. Conduit and Wiring Conductors shall be installed in metallic conduit above ground and in schedule 40PVC underground, and comply with the following additional requirements: • For PVC conduit installed manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor • Use rigid steel conduit at all exterior locations and where conduit may be exposed and subjected to damage or water intrusion. • EMT is allowed for all interior concealed applications. Exposed EMT may be used in the following areas: o In mechanical, electrical and elevator machine rooms where not subject to physical damage. o Above 8 feet in boiler rooms or similar spaces. o Above 8 feet in spaces other than offices, classrooms, libraries and similar spaces with District approval. • Use a maximum of 72 inches of flexible steel conduit for recessed and semi-recessed luminaires, equipment subject to vibration, noise transmission or movement. • Metal Clad (MC) cable system in not acceptable. • Use liquid-tight flexible steel conduit for final connections to motors, devices that require adjustment of locations, or equipment that require frequent interchange. Maximum length of 72 inches. Liquid-tight flexile steel conduit may not be used in place of thermal, expansion, or expansion/deflection fittings. • Underground conduits shall be installed at the top of ducts banks at least 24 inches below finished grade in areas not subjected to deliberate traffic, and at least 30 inches below finished grade in deliberate traffic paths for vehicles. Minimum space between ducts: 3 inches between ductus and exterior envelope wall, 3 inches between ducts for like services, and 12 inches between power and signal ducts. • The minimum underground conduit size shall be 1 inches. • PVC conduits, fittings, and outlet boxes shall be used in highly corrosive environments. G. Grounding E-83 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 84 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Code compliant methodology shall be used. 1. Equipment Grounding System UFER ground shall be the primary grounding electrode for new buildings and ground rod(s) installed in ground test wells shall be the primary grounding electrode for existing buildings that do not have a UFER system. All metallic objects that enclose electrical conductors or that might be energized by electrical currents including all metal equipment parts such as enclosures, raceways, building metal structure and equipment grounding conductors must be effectively bonded. All earth grounding electrodes must be solidly joined together into a continuous electrically conductive system connected to the main grounding electrode system. Individual building grounding systems must be interconnected to the campus grounding system. The neutral conductor of the main service and the secondary of all grounding transformers shall be bonded to the building ground system. The grounding of the neutral conductors will only be done once per voltage level to avoid creating grounding loops. A separate green insulated wire will be run in each feeder conduit and each branch circuit conduit. H. Receptacles Provide general purpose receptacles for all occupied spaces, equipment rooms and within 25’ of all equipment. Weatherproof, in-use type outlet boxes shall be used at all exterior locations. Provide dedicated and special configuration receptacles for all office copy equipment and appliances. I. Emergency and Egress Lighting Emergency power will be provided for all code required equipment. A central lighting inverter shall be included to provide power to egress and emergency lights when utility power is lost. Egress and Emergency lighting shall be controlled via UL924 relays. Whenever possible local emergency fixtures with on board battery backups should be considered for egress lighting. The fire alarm system will have dedicated emergency battery backup for 24 hours in supervisory mode, followed by 5 minutes at full alarm. J. Lighting Lighting fixtures shall be LED type with 90+ CRI. K. Lighting Controls A distributed microprocessor based lighting control system will be provided to automatically control the entire building lighting systems. The system shall be scalable and provide local as well as central control of the lighting systems. The lighting control head end shall have capability of control and monitoring of any space in a cluster by area or zone and set schedules/presets. Each fixture or group of fixtures will be controlled by individually addressable controller and communicate its status (occupancy, daylight) to a gateway. Provide a lighting control system that can respond to available daylight by switching or dimming electric light to save energy. The lighting controls systems allow for automatic daylight harvesting which shall reduce electric lighting consumption by continuously dimming. The daylight harvesting system will utilize wireless photocells which will sense daylight levels in the space and will dim the lights to a low level or 5% light output. Below minimum light level, fixture power will be disconnected. E-84 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 85 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Enclosed stairs shall include occupancy sensor controls to reduce the lighting within the stair (by a minimum of 50%) when it is not occupied. Occupancy sensor time delays shall be set at a minimum of 30 minutes. Back of house rooms such as storage rooms, janitorial rooms, equipment rooms, locker rooms, etc shall be controlled by local occupancy sensors. Exterior lighting fixtures shall be turned on by a photocell placed at an ap-propriate location on the exterior of the building. Light fixtures which are designated as essential for security shall be turned off by a pho¬tocell as well. Light fixtures which are designates as ornamental shall be turned off by the time clock function of the lighting control panel. Exterior motion sensors will increase lighting levels when people are present and reduce to minimum 50% lighting levels when areas are vacant. L. Photovoltaic System Only provisions per Title 24 solar-ready requirements. Design shall provide adequate space for PV inverter in electrical room layout. Provisions for power conduits from roof-mounted PV arrays to locations of future PV inverter will be provided. M. Electrical System Studies 1. Coordination study The coordination study is an integral part of the building opera¬tion. It greatly reduced faulty circuit breaker tripping and thus en¬hancing user experience and minimizing maintenance calls. Coordination study will be performed by the contractor using actual equipment curves. Study electrical distribution system from normal and alternative power sources throughout electrical distribution system for project. Study all cases of system-switching configurations and alternate operations that could result in maximum fault conditions. Coordination study shall be conducted using CAPTOR software from SKM Systems Analysis Inc. 2. Short circuit study The short circuit study shall include three-phase analysis includ¬ing rigorous load flow and voltage drop calculations, impact motor starting, traditional fault analysis, demand and design load analy¬sis, feeder, raceway and transformer sizing, and panel, and switchboard schedule specification. Initial study will be provided on construction documents using generic equipment and assumed utility fault levels. Final coordination study shall be performed by contractor using actual equipment, feeder types and lengths. Short circuit study shall be conducted using DAPPER software from SKM Systems Analysis Inc. N. Electrical Systems Commissioning The electrical systems listed below will undergo commissioning by an independent third party commissioning agent (extent and details of commissioned systems to be reviewed with commis¬sioning agent): • Lighting controls including any daylight harvesting, interior and exterior lighting controls • Emergency systems including inverters and UPS systems. • Overcurrent-protection device coordinate settings and verification Note that fire alarm system will be tested by the State Fire Marshall. 100% of all installed devices involved in the fire alarm system shall be tested. E-85 100% SCHEMATIC DESIGN July 25, 2019 SECTION VIII- ELECTRICAL SYSTEMS Page 86 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT O. Fire Alarm Systems Extend the automatic, addressable fire alarm system. System shall include full smoke/heat coverage for the building, as well as strobe, horn, and horn/strobe coverage in all areas as required. A remote annunciator with a full graphical layout of the entire building shall be provided at main entrance to building. Addressable monitor and relay modules shall be used to interface with required items, such as fire sprinkler valves and air handling units requiring automated shutdown. Performance of the horns and strobes shall be per acceptance of the AHJ. E-86 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 87 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT PLUMBING SYSTEMS AND FIRE PROTECTION SYSTEMS PLUMBING SYSTEMS A. Code and Standards The latest editions of the codes and standards are intended as guidelines for design. The codes and standards are not limited to the lists below. 1. 2016 Codes • California Building Code • California Mechanical Code • National Electrical Code • California Plumbing Code • California Fire Code • California Administrative Code • Title 8 General Industry Safety Order • Title 17 Public Health • Title 22 Social Security • Title 24 Building Efficiency Standards 2. Standards • ANSI American National Standards Institute • UL Underwriters Laboratories • ASME American Society of Mechanical Engineers • ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers • ARI American Refrigeration Institute • ASTM American Society for Testing and Materials • FM Factory Mutual • NFPA National Fire Protection Association B. Design Criteria The design of the plumbing systems shall allow for future expansion of plumbing fixtures and equipment and create flexible piping services that shall be easily adapted to changing research requirements. General building areas where required shall be provided with the following piped services: domestic cold and hot water and sanitary waste and vent piping. Plumbing fixtures will be water saving fixtures as follows: • Water closets will be wall-mounted, 1.28 gallon per flush type bowl and hardwired flush valve. • Urinals will be wall-mounted, 0.125 gallon per flush type. • Lavatories will be under counter mounted, with 0.5 gallons per minute @60 psi hardwired sensor, ADA-metered, self-closing faucets. • Sinks will be under counter with 1.5 gallons per minute to maximized water savings. Faucet will be manual levered faucets that meets ADA requirement. E-87 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 88 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT • Hose bibs will have loose key and vacuum breaker in recessed boxes. Hose bibs on roof will be pipe mount and exposed type. The plumbing fixtures shall consist of vitreous china fixtures. The toilets shall be wall mounted fixtures. The lavatories shall be under counter mounted. The sinks will be under counter-mounted. All fixtures shall be commercial grade. Fixtures designated for use by the physically impaired shall be provided as indicated on floor plan and meet the requirements of the American with Disabilities Act. The plumbing fixtures shall have standard waste and vent systems for all toilets, lavatories, and sinks. C. Water Systems Metered domestic water service to the building shall be extended from the on-site water main. The domestic water service shall be separate from the fire water service. Water shall be distributed through mains, risers and branches to plumbing fixtures and equipment. Inside a building, the domestic water service shall be provided with a strainer and pressure reducing valve (PRV) assembly. Building shall utilize a pressure reducing valve (PRV) assembly to limit water pressure inside the building to 50 psi and maintain 30 psi at furthest outlet. Internal distribution shall consist of a piping system, which shall supply domestic cold water to all necessary plumbing fixtures, water heaters and all mechanical make up water needs. A point-of-use tankless water heater will be provided for hot water. Lavatories will have one unit serving the gang fixture with an approved ASSE 1070 mixing valve to each lavatory. A 10-gallon electric water heater will be provided to serve the mop sink. This unit will be suspended at the ceiling of the janitor closet. The minimum residual pressure at the most remote water closet shall be 30 psi. Water velocity shall not exceed 6 ft / sec for cold and 5 ft / sec for hot water to minimize sound transmission in acoustically sensitive areas. System will be designed to prevent water hammer conditions by providing shock arrestors for batteries of flush valve fixtures, and for quick closing valves. Groups of fixtures shall be provided with isolation valves and heavy duty angle stops for ease of maintenance. Each plumbing fixture shall also be provided with isolation valves. Valves shall be in recessed boxes with locking covers. Minimum pipe size shall be 1/2 inch for one plumbing fixture with a maximum flow of 0.5 gpm and 3/4 inch for one plumbing fixture with flow above 0.5 gpm. Domestic water piping shall be Copper tube, Type L, with wrought copper fittings and brazed or soldered joints. E-88 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 89 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT D. Sanitary Waste and Vent System Sanitary waste and vent system shall be designed to provide connection to each plumbing fixture. Plumbing fixtures shall be drained by gravity through waste and vents stacks and connect to site sewer system five feet outside the building. The system will be designed with consideration for future addition of 10 percent of the designed loads. All horizontal sanitary waste piping will be sloped at 1/4 inch per foot. Waste piping from plumbing fixtures whose rim levels are lower than the street main sewer upstream manhole elevation will be connected together and provided with a back sewer valve prior to connecting to the building waste main piping. Sanitary waste and vent piping will be cast iron soil pipe with hub and spigot joints and fittings for below grade piping. Above grade piping will be cast iron soil pipe with no hub fittings and heavy duty pipe couplings. E. Roof and Storm Drainage System The roof drainage system shall be designed with connections to the on-site storm drainage system. Where roof drains are provided, overflow drains shall be installed with flow line located two inches above low point of the roof and shall be drained independently by gravity through inside leaders, house storm drains and discharge through face of building. In lieu of overflow drains, overflow scuppers may be provided in parapet walls integral with the general building construction. The storm system shall be designed for a 2 inches per hour rainfall rate, based on a storm of 60 minutes duration and 100 year return period (CPC 2019, Appendix D). Storm water drainage piping will be cast iron soil pipe with hub and spigot joints and fittings for below grade piping. Above grade piping will be cast iron soil pipe with no hub fittings and heavy duty pipe couplings. F. Drains and Wastes Floor drains shall be provided in each gang restroom. A floor drain shall also be provided in each mechanical room. Trap primers shall be provided to maintain the trap seal in floor drains and sink p-traps. It shall be located in walls behind access panels. All trap primers shall be provided with an air gap. Electronic trap primers shall be utilized in rooms which do not have quick closing valves/fixtures installed. Floor sinks shall be provided at each ice machine. Floor sinks shall be provided to collect equipment indirect drains and condensate drains. E-89 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 90 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT G. Additional Issues All piping components subject to sweating or heat loss shall be insulated with appropriate thickness of insulation and fire-retardant jacket. Underground pipe protection shall be provided. Piping design for back-to-back toilets shall require extra piping to provide separate isolation valves for each toilet room. Maintenance work in one toilet shall not require the other toilet to be unusable. A condensate drain collection system will be provided. This piping system collects condensate drain from building fan/AC coil units, then filtered until it reaches a level of quality consistent with its intended reuse. The piping network distributes it to sources not used for human consumption in a safe and distinctive manner. FIRE PROTECTION SYSTEM A. Design Criteria A complete hydraulically designed fire sprinkler system for the building shall be provided. The system shall be designed in conformance with the Uniform Building Codes and NFPA 13. The Offices and assembly areas shall be Light Hazard. Flow data at 80% of available pressure shall be used for the basis of bid documents. The final design of the suppression system shall include the underground piping and the riser piping based on new flow readings witnessed and approved by the State Fire Marshal. Mains to individual sprinkler systems shall be provided with monitored control valves and water flow switches as well as a system drain/test connection. All control valves and water flow switches shall be annunciated at the safety control panel. All isolating and sectionalizing valves on the fire protection system shall be provided with tamper switches that shall be annunciated at the life safety control panel. The system shall have a central control panel with digital read-out and an emergency power source. The system should be installed so that it may be connected to an automation system. A remote graphic or digital annunciation panel should be located at the firefighter’s entrance. The location of the panel shall be reviewed and coordinated with the State Fire Marshal. The system components shall include the following: • A reduced principle zone assembly backflow preventer with a listed indicating OS&Y gate valves check valve and fire department pumper connection shall be provided outside the building. • Valve and water-flow switch monitoring. • Audible sprinkler flow alarms on the exterior and interior of the building. The fire protection system shall be monitored by the central fire alarm system in the building. E-90 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 91 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT • Hand-held fire extinguishers shall also be provided to comply with NFPA 10. Piping shall be concealed above ceilings and within walls except for non-public equipment rooms without ceilings. Sprinkler heads shall be spaced for symmetry with ceiling features. This shall require additional heads that shall be provided in base bid. Basis of head location shall be: • Equal distance between lights. • Equal distance between lights and wall. • Equal distance between lights and air inlets and outlets. • Equal distance between wall, lights, and air inlets and outlets. • Locate in center of ceiling tiles. Provide coverage for rooms, void spaces, overhangs and as required by code. Fire Protection System piping material will be black steel schedule 40, ASTM A53, seamless. E-91 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 92 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT APPENDIX C PLUMBING EQUIPMENT SPECIFICATION E-92 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 93 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT IT-LF 09/06/18 ®INSTANT-TEMP - LOW FLOW ELECTRIC TANKLESS WATER HEATER - POINT OF USE Get Started www.mgispecbuilder.comConfigure products and create specs with ease. PRODUCT FEATURES GUIDE SPECIFICATION Member of U.S.Green Building Council Water Conserving Product E - _____ L / ______ x 100 WATTS VOLTS APPLICATION: commercial, industrial, residential, multiple lavatories, public lavatories,kitchen/bar sink m mSatin Stainless Multiple Lav Steel Housing (SS) applications (FLLP) Tankless Water Heater shall be a Chronomite Laboratories Model with Amps and Volts to heat to a preset temperature of: m m m 104°F 110°F Other temperature settings available upon request (specify below) m 120°F Unit shall be provided with Celcon waterways, andNichrome heating coils. Temperature controlled by microprocessor. OPTIONS m m Factory Preset (F) Low Flow/ Low Pressure (LLP) m m Remote Accessory (R) De-ionized (DI) m mHigh Polish Stainless Pressure & Temp Relief Steel Housing(SSP) Valve Assembly (TP) â Made in the U.S.A. â Meets applicable building codes including ADA, UL, IAPMO, UPC, and CSA. â Unlimited hot water â Ideal for sensor /hands-free faucets with the 104°F factory preset setting; no mixing valve needed â Saves water and energy - 99% energy efficient â Space saving compact size: 7-5/16" (H) x 10-3/4" x 2-3/4" â Environmentally friendly â Uses a digital microprocessor for temperature controlUltra quick response times for temperature variations -120 times per second. Microprocessor use is the most energy efficient means of heating water â Field Adjustable â Works on low flow â Rugged steel housing Flow control and compression fittings are supplied with each unit. Element assembly is fabricated from Celcon/Ryton plastic. Heating coils are nichrome. ® Chronomite Instant-Temp - Low Flow models are manufactured to provide reliable point-of-use hot water. There is no pressure and temperature relief valve needed (unless required by code), saving time and money on installation. Housing is fabricated from rugged steel. (Standard sensor faucet hand washing setting)(Standard hand washing setting)(Meets ADA) (Meets health code) ®Instant-Temp - Low Flow OPTIONS _____ Made in the USA 17451 Hurley St. :: City of Industry, CA 91744Phone 800-447-4962 :: 626-937-4270Fax 626-937-4279 :: www.chronomite.com Complies with Standards for: FederalPublic Law111-380 (No Lead) For the model being selected, please place the corresponding amps and volts values in the Guide Specifications to the right. E -4 6 L / 2 0 8 2 2 2 0 8 4 6 0 0 0 .3 5 4 2 3 1 2 5E -4 6 L / 2 4 0 1 9 2 4 0 4 6 0 0 0 .3 5 4 2 3 1 2 5E -4 6 L / 2 7 7 1 7 2 7 7 4 6 0 0 0 .3 5 4 2 3 1 2 5E -6 0 L / 2 0 8 2 9 2 0 8 6 0 0 0 0 .3 5 5 5 4 1 3 3E -6 0 L / 2 4 0 2 5 2 4 0 6 0 0 0 0 .3 5 5 5 4 1 3 3E -6 0 L / 2 7 7 2 2 2 7 7 6 0 0 0 0 .3 5 5 5 4 1 3 3E -7 0 L / 2 0 8 3 4 2 0 8 7 0 0 0 0 .3 5 6 4 4 8 3 8E -7 0 L / 2 4 0 2 9 2 4 0 7 0 0 0 0 .3 5 6 4 4 8 3 8E -7 0 L / 2 7 7 2 5 2 7 7 7 0 0 0 0 .3 5 6 4 4 8 3 8E -8 0 L / 2 0 8 3 8 2 0 8 8 0 0 0 0 .3 5 7 3 5 5 4 4E -8 0 L / 2 4 0 3 3 2 4 0 8 0 0 0 0 .3 5 7 3 5 5 4 4E -8 0 L / 2 7 7 2 9 2 7 7 8 0 0 0 0 .3 5 7 3 5 5 4 4E -9 0 L / 2 4 0 3 8 2 4 0 9 0 0 0 0 .3 5 8 2 6 1 4 9E -9 0 L / 2 7 7 3 2 2 7 7 9 0 0 0 0 .3 5 8 2 6 1 4 9 T E M P R IS E @ 1 .0 0 G P M T E M P R IS E @ 1 .2 5 G P M M O D E L A M P S V O L T S W A T T S T E M P R IS E @ 0 .7 5 G P M A C T IV IA T IO N G P M WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov WH-1 & 4 E-93 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 94 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT IT-LF 09/06/18 ®INSTANT-TEMP - LOW FLOW ELECTRIC TANKLESS WATER HEATER - POINT OF USE Get Started www.mgispecbuilder.comConfigure products and create specs with ease. TECHNICAL DIMENSIONS INSTALLATION DIAGRAM WIRING CONNECTION "GRD" is earth ground. HotHot orNeutral ATTENTION: Unit must be hard wired.NOTE: Heaters are single phase. All tests are measured atthe output of the heater. —The microprocessor adjusts the heater's power for variations in flow rates, inlet water temperature and pressure to assure the selected factory pre set water temperature. ** GENERAL NOTES: —Instant-Temp is ideal for sensor/hands-free faucets with the 104°F factory preset setting temperature ; no mixing valve needed —240V models when operated at 220V will have approximately a 15% wattage decrease. Note: Heater to be installed below the level of all hot water outlets serviced by the heater SELECTION SUMMARY& APPROVAL FORMANUFACTURINGModel Number & Options_____________________________________________________________________Quantity_______________ Company_______________________________________________________________________________________________________ Contact_________________________________________________Title____________________________________________________ Signature (Approval forManufacturing)__________________________________________________________________Date ____________________________ PH. 800-447-4962 626-937-4270 FAX 626-937-4279 www.chronomite.com —Microprocessor limits temperature increase according to the pre-selected temperature —Factory setting of 110°F or above require cold water mixing at the hand wash faucet. 10-3/4"1-1/8" 2" 4" 7-5/16" Outlet Inlet 3" ø 1-1/4" Access Hole 2-3/4"1-1/8" Compression Fittings (2) Instant-Temp Heater 3/8" Hot Water Outlet 5/8" x 3/8" Angle Stop Valve Power J-Box 3/8" Cold Water Inlet Shown installed in a Multi-Lavatory Installation Dimensions: 7-5/16" (H) x 10-3/4" x 2-3/4" Weight: 8 lbs. INSTANT-TEMP - LOW FLOW Materials: Rugged steel housing Celcon/Ryton plastic element assembly with nichrome coils Housing Color: White Minimum Operating Flow Rate: 0.35 GPM Minimum Operating Pressure: 45 PSI Maximum Operating Pressure 80 PSI Listing: UL, IAPMO, UPC, ADA, CSA Maximum Operating Temperature: 160°F Maximum Pressure 150 PSI Chronomite Laboratories assumes no responsibility for use of void or suspended data. © Copyright Chronomite Laboratories, Inc. Member of Morris Group International, City of Industry, CA Please visit www.chronomite.com for most current specifications. Conduit Refer to localcode for wire size E-94 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 95 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT MANUFACTURED UNDER ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,682,666; 7,634,976; 5,660,165; 5,954,492; 6,056,542; 6,935,280; 5,372,185; 5,485,879; 5,574,822; 7,971,560; 7,992,526; 6,684,821; 7,334,419; 7,866,168; 7,270,087; 7,007,748; 5,596,952; 6,142,216; 7,699,026; 5,341,770; 7,337,517; 7,665,211; 7,665,210; 7,063,132; 7,063,133; 7,559,293; 7,900,589; 5,943,984; 8,082,888; 5,988,117; 7,621,238; 7,650,859; 5,761,379; 7,409,925; 5,277,171; 8,146,772; 7,458,341; 2,262,174. OTHER U.S. AND FOREIGN PATENT APPLICATIONS PENDING. CURRENT CANADIAN PATENTS: 2,314,845; 2,504,824; 2,108,186; 2,143,031; 2,409,271; 2,548,958; 2,112,515; 2,476,685; 2,239,007; 2,092,105; 2,107,012. Vitraglas® is a registered trademark of Bradford White® Corporation. ElectriFLEX LD™ (Light Duty) Commercial Utility Electric Water Heater Bradford White ElectriFLEX LD™ Utility Electric Models Feature: Fully Automatic Thermostat Controls—Fast acting surface-mount thermostat with high limit energy cut-off (manual reset) for safety. Direct Heat Transfer With a Single Immersed Element—Transfers heat directly and efficiently to the water. Screw-in style element. Vitraglas® Lining—An exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water. This formula (Vitraglas®) is fused to the steel surface by firing at a temperature of over 1600°F (871°C). Insulation System—1" (25mm) Non-CFC foam insulation covers the sides and top of the tank, reducing heat loss. This results in less energy consumption, improved efficiencies, and jacket rigidity. Water Connections—3⁄4" (19mm) NPT factory-installed true dielectric fittings extend water heater life and simplify water line connections. Located on the side for easier installation (Fittings packaged separately inside carton). Protective Magnesium Anode Rod—Provides added protection against corrosion for long trouble-free service. Steel Tank—Heavy gauge steel automatically formed, rolled, and welded. Voltages Available—120V, 208V, 240V, 277V, 380V, 415V, 480V. Single Phase Operation Only. Field Conversion Kits—Change voltage, and kW in the field (see options on following page). T&P Relief Valve—Installed. Photo is of LE112T3-1 3 or 5-Year Limited Tank Warranties / 1-Year Limited Warranty on Component Parts. For more information on warranty, please visit www.bradfordwhite.com For products installed in USA, Canada, and Puerto Rico. Some states do not allow limitations on warranties. See complete copy of the warranty included with the heater. 1412-A-0419 Copper Screw Type Immersion Element (INCOLOY® type immersion element available upon request) WH-2 E-95 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 96 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT ©2019, Bradford White Corporation. All rights reserved. For field service, contact your professional installer or local Bradford White sales representative. Sales 800-523-2931 n Fax 215-641-1612 Technical Support 800-334-3393 n Email techserv@bradfordwhite.com Warranty 800-531-2111 n Email warranty@bradfordwhite.com International: Telephone 1-215-641-9400 n Email international@bradfordwhite.com / www.bradfordwhite.com Ambler, PA ElectriFLEX LD™ Utility Electric Models C.E.C. Listed ModelNumber Approx.ShippingWeight lbs. EFloor toC/L ofCold WaterConn.in. BJacketDia. in. AFloor toTop ofHeater in. U.S.Gal. NominalGal.Capacity Recovery at100°F Rise* LE16U3-1† LE110U3-1 LE112T3-1† LE115U3-1 LE120U3-1 6 10 12 15 19 Imp.Gal. 5 8 10 13 16 U.S.GPH 6 6 6 6 6 Imp.GPH 5 5 5 5 5 33 48 48 55 59 16 1/2 17 1/2 27 3/4 20 1/4 24 3/4 DFloor toC/L ofHot WaterConn.in. 10 1/8 15 21 1/8 17 3/4 18 1/2 14 16 14 18 18 591/8 593/8 50 595/8 603/4 3 1/8 5 11/16 3 6 1/8 3 10 1/8 14 21 1/8 16 3/4 18 1/2 FFloor toT&PConn. in. ModelNumber Approx.ShippingWeight kg. EFloor toC/L ofCold Water mm. BJacketDia. mm. AFloor toTop ofHeater mm.Liters NominalLiterCapacity Recovery56°C Rise* Recovery100°F Rise Recovery56°C Rise LE16U3-1† LE110U3-1 LE112T3-1† LE115U3-1 LE120U3-1 23 38 45 57 72 Liters/Hour 23 23 23 23 23 15 22 22 25 27 419 246 705 257 470 419 445 705 514 629 DFloor toC/L ofHot WaterConn.mm. 257 381 537 451 470 356 406 356 457 457 79 144 76 156 76 GFloor to AnodeRod in. 16 1/2 9 11/16 27 3/4 10 1/8 18 1/2 GFloor to AnodeRod mm. 257 355 537 425 470 FFloor toT&PConn. mm. 3/4 3/4 3/4 3/4 3/4 WaterConn.NPT in. 19 19 19 19 19 WaterConn.NPT mm. ElectriFLEX LD™ (Light Duty) Commercial Utility Electric Water Heater General: All models are exempt from NAECA requirements and ASHRAE Standard 90.1b. All models ETL listed. These heaters are wired Single Phase, 120V with one 1500W element, unless otherwise specified. All water and electrical connections are 3/4" (19mm) NPT. All models certified at 300 PSI test pressure (2068 kPa) and 150 PSI working pressure (1034 kPa). Applicable models CSA verified for energy performance in accordance with C191.1-M90. Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. Recovery GPH Temperature Rise °F Wattage 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W 60 10 14 17 21 24 28 31 34 38 41 80 8 10 13 15 18 21 23 26 29 31 90 7 9 11 14 16 18 21 23 25 28 100 6 8 10 12 14 16 19 21 23 25 120 5 7 9 10 12 14 15 17 19 21 Recovery LPH Temperature Rise °C Wattage 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W 34 38 53 64 79 91 106 117 129 144 155 45 30 38 49 57 68 79 87 98 110 117 50 26 34 42 53 61 68 79 87 95 106 56 23 30 38 45 53 61 72 79 87 95 67 19 26 34 38 45 53 57 64 72 79 VoltageWattageLimitations 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W yes yes yes yes no no no no no no 120V yes yes yes yes yes yes yes yes yes yes 208V yes yes yes yes yes yes yes yes yes yes 240V yes yes yes yes no yes yes yes no yes 277V yes yes yes yes yes yes yes yes yes yes 380V yes yes yes yes yes yes yes yes yes yes 415V yes yes yes yes no yes yes yes yes yes 480V Specify wattage and voltage when ordering. Use chart below for maximum wattages at certain voltages. † Maximum wattage at any voltage is 3000W. For 5 year models, change suffix “3” to “5”. Single element only. *Based on 1500W operation. NSF Kits available when ordering. B D F G E A A B G G D E F 6, 12, & 20 Gallon Models10 & 15 Gallon Models Printed in U.S.A.1412-A-0419 VoltageSingle Element Wattage Voltage and Wattage Conversion Kits 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W 415-46409-01 415-46409-02* 415-46409-03* 415-46409-04* N/A N/A N/A N/A N/A N/A 120V 415-46409-05 415-46409-06 415-46409-07 415-46409-08 415-46409-09 415-46409-10 415-46409-11 415-46409-12 415-46409-46* 415-46409-47* 208V 415-46409-13 415-46409-05 415-46409-06 415-46409-14 415-46409-07 415-46409-08 415-46409-09 415-46409-15 415-46409-10 415-46409-48* 240V 415-46409-16 415-46409-17 415-46409-18 415-46409-19 N/A 415-46409-20 415-46409-21 415-46409-22 415-46409-40** 415-46409-23 277V 415-46409-24 415-46409-43 415-46409-25 415-46409-26 415-46409-27 415-46409-29 415-46409-30 415-46409-31 415-46409-44 415-46409-45 380V 415-46409-41 415-46409-24 415-46409-43 415-46409-25 415-46409-26 415-46409-27 415-46409-28 415-46409-29 415-46409-30 415-46409-31 415V 415-46409-32 415-46409-33 415-46409-34 415-46409-35 N/A 415-46409-36 415-46409-37 415-46409-38 415-46409-42** 415-46409-39 480V Note: Above chart can be used to determine maximum wattage at certain voltages. **INCOLOY® element only. * 415-46409-02, -03, -04, -46, -47, & -48 contain only one element. These kits cannot be wired as simultaneous. These are non-simultaneous kits only. Except where noted above, each kit will include two replacement elements, two gaskets, a rating plate overlay and one set of instructions. For water heaters with only one element, please retain the extra element and gasket as a service part. E-96 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 97 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT IT-R-LA 09/05/18 R SERIES ELECTRIC TANKLESS WATER HEATER - LARGE CAPACITY - LOW ACTIVATION® Get Started www.mgispecbuilder.comConfigure products and create specs with ease.Get Started www.mgispecbuilder.comConfigure products and create specs with ease. to heat to a preset temperature of: OPTIONS m Factory Preset (F)Satin Stainless Steel Housing (SS)m Disconnect Switch, Rotary 80A-Lockablem NEMA 4X (2095-4) (Shipped Loose) m m m 104°F (40°C) 110°F (43°C) Other temperature settings available upon request (specify below) m 120°F (49°C) Unit shall be provided with Celcon waterways, andNichrome heating coils. Temperature controlled by microprocessor. Tankless Water Heater shall be a Chronomite Laboratories Model PRODUCT FEATURES GUIDE SPECIFICATION R - _____ L / ______ AMPS VOLTS APPLICATION: commercial, industrial, residential, multiple lavatories, public lavatories,kitchen/bar sink â Meets applicable building codes including ADA, UL, IAPMO, UPC and CSA. â Optional factory preset temperature available, select single temperature between 90°F-160°F (32°C-71°C) â Saves water and energy - 99% energy efficient â 3/4” NPT Male connections â Rugged steel housing â Made in the U.S.A. â Unlimited hot water â Uses a digital microprocessor for temperature controlUltra quick response times for temperature variations -120 times per second. Microprocessor use is the most energy efficient means of heating water â Space saving compact size: 9-7/8" (H) x 10-5/8" x 4-1/4"(251 x 270 x 108mm) â Environmentally friendly â User adjustable temperature 70°F-125°F(21°C-52°C) (Standard) â Ideal for sensor /hands-free faucets with the 104°F (40°C) factory preset setting; no mixing valve needed â Works on low flow Housing is fabricated from rugged steel. Element assembly is fabricated from Celcon/Ryton plastic. Heating coils are nichrome. Chronomite R Series Mighty-Mite - Low Activation models are manufactured to provide reliable point-of-use hot water with flow rate from 0.35 GPM to 5.0 GPM (1.3 LPM to 18.9 LPM). There is no pressure and temperature relief valve needed (unless required by code), saving time and money on installation. (Standard sensor faucet hand washing setting)(Standard hand washing setting)(Meets ADA) (Meets health code) OPTIONS _____ Member of U.S.Green Building Council Water Conserving Product Made in the USA 17451 Hurley St. :: City of Industry, CA 91744Phone 800-447-4962 :: 626-937-4270Fax 626-937-4279 :: www.chronomite.com Complies withStandards for: For the model being selected, please place the corresponding amps and volts values in the Guide Specifications to the right. R -48L / 208 48 208 10000 0.35 45 27 23R -48L / 240 48 240 11500 0.35 52 31 26R -58L / 208 58 208 12050 0.35 55 33 27R -63L / 208 63 208 13100 0.35 60 36 30R -48L / 277 48 277 13300 0.35 61 36 30R -58L / 240 58 240 13900 0.35 63 38 32R -68L / 208 68 208 14150 0.35 64 39 32R -63L / 240 63 240 15100 0.35 69 41 34R -75L / 208 75 208 15600 0.35 71 43 36R -58L / 277 58 277 16050 0.35 73 44 37R -68L / 240 68 240 16300 0.35 74 45 37R -63L / 277 63 277 17450 0.35 79 48 40R -75L / 240 75 240 18000 0.35 82 4 9 41R -68L / 277 68 277 18850 0.35 86 51 43R -75L / 277 75 277 20750 0.35 95 57 47 TEM P RIS E @ 2.5 G P M TEM P RIS E @ 3.0 G P M M O DEL AM P S V O LTS W ATTS TEM P RIS E @ 1.5 G P M ACTIV IATIO N G P M FederalPublic Law111-380 (No Lead) LISTED TO: UL STD 499 CERTIFIED TO: CAN/CSA STD C22.2 NO. 88 ® R Series Mighty-Mite - Low Activation® for: WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov WH-3 E-97 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 98 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT IT-R-LA 09/05/18 R SERIES ELECTRIC TANKLESS WATER HEATER - LARGE CAPACITY - LOW ACTIVATION® Get Started www.mgispecbuilder.comConfigure products and create specs with ease.Get Started www.mgispecbuilder.comConfigure products and create specs with ease. SELECTION SUMMARY& APPROVAL FORMANUFACTURINGModel Number & Options_____________________________________________________________________Quantity_______________ Company_______________________________________________________________________________________________________ Contact_________________________________________________Title____________________________________________________ Signature (Approval forManufacturing)__________________________________________________________________Date ____________________________ PH. 800-447-4962 626-937-4270 FAX 626-937-4279 www.chronomite.com Chronomite Laboratories assumes no responsibility for use of void or suspended data. © Copyright Chronomite Laboratories, Inc. Member of Morris Group International, City of Industry, CA Please visit www.chronomite.com for most current specifications. Dimensions: 251 x 270 x 108mm Minimum Operating Pressure: 172 kPa Maximum Water Temperature: 71°C Listing: ETL R SERIES MIGHTY-MITE - LOW ACTIVATION Weight: 4.5 Kg Materials: Rugged steel housing Celcon plastic element assembly with nichrome coils Housing Color: White Minimum Operating Flow Rate: 1.3 LPM Maximum Operating Pressure: 552 kPa Maximum Pressure 1034 kPa Maximum Ambient Operating Temperature: 60°C TECHNICAL DIMENSIONS GENERAL NOTES: l The microprocessor adjusts the heater's power for variations in flow rates, inlet water temperature and pressure to assure the selected water temperature. l 240V models when operated at 220V will have approximately a 15% wattage decrease. R-48L/208 48 208 10000 1.3 24 14 12 R-48L/240 48 240 11500 1.3 28 17 14 R-58L/208 58 208 12050 1.3 29 17 14 R-63L/208 63 208 13100 1.3 31 19 16 R-48L/277 48 277 13300 1.3 32 19 16 R-58L/240 58 240 13900 1.3 33 20 17 R-68L/208 68 208 14150 1.3 34 20 17 R-63L/240 63 240 15100 1.3 36 22 18 R-75L/208 75 208 15600 1.3 37 22 19 R-58L/277 58 277 16050 1.3 38 23 19 R-68L/240 68 240 16300 1.3 39 23 20 R-63L/277 63 277 17450 1.3 42 25 21 R-75L/240 75 240 18000 1.3 43 26 22 R-68L/277 68 277 18850 1.3 45 27 23 R-75L/277 75 277 20750 1.3 5 0 30 25 TEMP RISE @ 10.00 LPM TEMP RISE @ 12.00 LPMMODEL AMPS/PHASE 1 Æ VOLTAGE WATTS TEMP RISE @ 6.00 LPM ACTIVATION LPM R SERIES MIGHTY-MITE - LOW ACTIVATION METRIC CHART 270 251 32 229 25 38 51 3/4" NPT MALE INLET CONNECTION 3/4" NPT MALE OUTLET CONNECTION PUNCHED FOR ELECTRICAL CONDUIT PG 29 TOP OR BOTTOM TEMPERATURE ADJUSTMENT KNOB 108 ® ® E-98 100% SCHEMATIC DESIGN July 25, 2019 SECTION IX-PLUMBING AND FIRE PROTECTION SYSTEMS Page 99 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT IT-R-LA 09/05/18 R SERIES ELECTRIC TANKLESS WATER HEATER - LARGE CAPACITY - LOW ACTIVATION® Get Started www.mgispecbuilder.comConfigure products and create specs with ease.Get Started www.mgispecbuilder.comConfigure products and create specs with ease. TECHNICAL DIMENSIONS INSTALLATION DIAGRAM GENERAL NOTES: —The microprocessor adjusts the heater's power for variations in flow rates, inlet water temperature and pressure to assure the selected factory pre set water temperature. —240V models when operated at 220V will have approximately a 15% wattage decrease. SELECTION SUMMARY& APPROVAL FORMANUFACTURINGModel Number & Options_____________________________________________________________________Quantity_______________ Company_______________________________________________________________________________________________________ Contact_________________________________________________Title____________________________________________________ Signature (Approval forManufacturing)__________________________________________________________________Date ____________________________ PH. 800-447-4962 626-937-4270 FAX 626-937-4279 www.chronomite.com Minimum Operating Flow Rate: 0.35 GPM R SERIES MIGHTY-MITE - LOW ACTIVATION Dimensions: 9-7/8" (H) x 10-5/8" x 4-1/4" Weight: 10 lbs. Materials: Rugged steel housing Celcon plastic element assembly with nichrome coils Housing Color: White Maximum Water Temperature: 160°F Maximum Pressure 150 PSI Maximum Ambient Operating Temperature: 140°F Maximum Operating Pressure 80 PSI Listing: UL, IAPMO, UPC, ETL Minimum Operating Pressure: 25 PSI Chronomite Laboratories assumes no responsibility for use of void or suspended data. © Copyright Chronomite Laboratories, Inc. Member of Morris Group International, City of Industry, CA Please visit www.chronomite.com for most current specifications. R1 A GND WIRING CONNECTION NOTE: HEATERS ARE SINGLE PHASE ATTENTION - UNIT MUST BE HARDWIRED B REFER TO NEC & LOCAL CODES FOR CORRECT WIRE CONDUIT ELECTRICAL ACCESS 1058" 978" 114"9" 1"112" 2" 3/4" NPT MALE INLET CONNECTION 3/4" NPT MALE OUTLET CONNECTION PUNCH FOR 1" CONDUIT TEMPERATURE ADJUSTMENT KNOB 414" SUPPLY STOP, BY OTHERS3/4" [19mm] NPT WATER INLET 3/4" [19mm] NPT WATER OUTLET Shown Installed with (2) Three Station Meridian Lavys CHRON O M I T E HIGH C A P A C I T Y - L O W A C T I V A T I O N BOTTOM POWER SOURCE OPTIONAL DISCONNECT SWITCH SHOWN, SHIPPED LOOSE. ® E-99 100% SCHEMATIC DESIGN July 25, 2019 SECTION X-TECHNOLOGY AND AUDIOVISUAL SYSTEMS Page 100 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT X. TECHNOLOGY AND AUDIOVISUAL SYSTEMS Scope below outlines a performance criteria through a design build vendor. The rooms of the Community Center are to be designed to be flexible for a variety of activities in the multi- purpose rooms, classrooms, and the discovery/meeting room. Technology Overview In new facilities, communication and information technology touch almost every building system: from computers and AV systems to lighting, power and HVAC systems. The information presented here describes the technology systems required to support the new community center. The technology scope and basic capabilities described are initial assumptions and will be verified with The City during the design process. Technology shall include the following primary elements: Building Technology & Infrastructure · Communications Cabling Distribution Pathways · Communication Equipment Rooms · Structured Cabling for Voice and Data · Broadband Video/Television Distribution Cabling · ADA Support Systems (e.g. Assistive Listening Systems) Building FF&E Technology Systems · Audiovisual Presentation & Collaboration Systems · Voice Reinforcement · Digital Signage · Audio/Video Capture & Production City-provided FF&E Technology Systems · Data Networking Electronics (i.e. wired & wireless) · Telephone & Telecommunications Equipment · Computers & Peripherals · Television Distribution Electronics (e.g. CATV, SATV) IT Planning & Structured Cable Design The building communications infrastructure supports the distribution of electronic voice and data signals throughout the buildings, and it enables connection of the buildings to telecommunications services (e.g. data network, Internet, telephone, broadcast television, etc.). Building communications infrastructure also provides appropriate facilities for housing and servicing the communications systems that will be essential to the activities taking place within the building. The project’s communications infrastructure shall be designed in compliance with current telecommunications industry standards as defined by industry professional organizations, including the American National Standards Institute (ANSI), the Telecommunications Industry Association (TIA), the Electronics Industry Association (EIA), and Building Industry Consulting Services International (BICSI). Facility planning and infrastructure design support will include pathways for incoming telecom services and configuration of telecom equipment rooms. The project’s structured cabling system is expected to include a mix of wired and wireless data connectivity points and telephone cabling infrastructure, including optical fiber and copper backbone and station cabling (i.e., Cat6), equipment racks, cable management, patch panels, patch cords and modular voice and data jacks. Structured cabling is also expected to include backbone and horizontal cabling for broadband television distribution. E-100 100% SCHEMATIC DESIGN July 25, 2019 SECTION X-TECHNOLOGY AND AUDIOVISUAL SYSTEMS Page 101 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Intermediate Distribution Frame (IDF) Room IDF room to be sized according to specifications. Rooms to be accessible from a corridor and not through other occupied spaces. IDF should not have a false ceiling and should be open to the structure above. Ceiling adjacent to the IDF should be accessible. Floors shall be sealed concrete. IDF room not located in place where there may be subject to water infiltration, steam infiltration, humidity or other corrosive atmospheric or adverse environmental conditions. IDF door shall be lockable 36” x 80” minimum and swing out from the room. A double door with width of 6’0” is recommended. The door should also have the same fire rating as the walls in the room. All walls should be covered with 3/4” fire retardant plywood from 6” AFF to 8’6” AFF. The room should not contain exterior windows. IDF room must have dedicated HVAC equipment, refer mechanical basis of design. Fire alarm should be installed in the IDF according to national and local codes. Mount portable fire extinguishers in the IDF as close to the entrance as possible. A minimum of two dedicated non switched 3-wire 120VAC/20A duplex electrical outlet on separate branch circuits is required for each rack and cabinet. AV infrastructure The following areas shall be designed with infrastructure to support AV technologies appropriate for the specific area’s intended use: • Classrooms • Office • Discovery /Meeting Room • Workroom • Multipurpose Rooms AV infrastructure will support electronic presentation, conferencing and electronic information display (i.e., digital signage). Infrastructure considerations include defining power/grounding requirements, special lighting needs, equipment heat loads, space planning for AV equipment integration and conduit requirements. AV Systems AV in the classrooms, meeting/discovery room and multipurpose room is restricted to motorized projection screen, in-ceiling speakers, video projector, computer presentation, voice amplification, assistive listening systems (per ADA requirements) and controls for audio and video. Office, workroom and meeting/ discovery room will have web-based conferencing capabilities. We do not anticipate AV systems in the storage, workroom and kitchnette spaces. Assistive Listening Systems (ALS) Supplemental sound reinforcement will be provided for the hearing impaired in compliance with the requirements of the Americans with Disabilities Act. Where provided, ALS will incorporate sound from voice reinforcement and media program audio reproduction systems. A combination of fixed and portable equipment will be used. Summary Most of the electronic equipment that enables the technology capabilities described within this report will be identified as part of the project’s Furniture, Fixtures & Equipment (FF&E) scope. Equipment fitting within this classification includes all of the active electronic components of the AV and IT systems. (e.g. monitors and projectors, sound systems, low voltage controls, switches, routers, servers, access points etc.) Security systems are typically part of the base build scope. E-101 100% SCHEMATIC DESIGN July 25, 2019 SECTION XI-SECURITY Page 102 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XI. SECURITY A. Security systems (Keypads, Glass Break Sensors, Security Cameras, etc.) will be developed in conjunction with the City Community Center Staff and Maintenance personnel to provide staff and public access to the building during operating hours and non-operating hours. The following are the security provisions that are recommended for the project. 1. Perimeter Fencing and Gates at Vehicular and Pedestrian Access Points in order to secure park property and buildings • Vehicular entry gates at driveways and maintenance/storage building • Pedestrian gates from stairs or at entries onto property • Pedestrian gates at playground areas • Maintain all existing and add new fencing where needed to create continuous park perimeter fencing at or near park property line • In order to restrict access from the park to the south slope abutting the Seaview neighborhood, install fencing near top of slope below sight line. 2. Site and Building Security and Safety Lighting • Site lighting at sufficient illumination levels to support camera and security force observation • Site lighting at parking lot and driveway to maintain safety • Site lighting around play areas to discourage inappropriate users • Minimal motion detection site lighting around clearly outlined walkways at head height for user safety. • Lighting at appropriate areas around the building to discourage inappropriate users 3. Site and Interior and Exterior Building Cameras and Motion Detectors • Clear sight lines at entries of buildings allow for maximum security camera coverage around building and parking lot. • Interior building cameras to be monitored, motion detector coverage used in areas where persons may congregate or approach. •Fixed cameras (not capable of remote movement) to be installed upon light standards, custom camera poles, building soffits and walls sufficient to view all areas of the park and park perimeter. • Cameras are connected through security system network to a server location and recording equipment (30 days of recording for archive video) 4. Glass Breaks sensors to provide monitoring of glazed areas where security alarm will be triggered. When glass breaks, a microphone will detect the frequency emitted, distance of frequency to be determined. 5. Door hardware and security: Door sensors and security hardware will include alarms, and special door locks (combination, push button, card key access, etc.) where applicable. B. Additional security measures 1. Integral to the design are improved sight lines throughout the site due to the compact community center housed under one roof. Sight lines running north and south run through the building at large openings (breezeway), specifically sited windows and glazed doors, and floor to ceiling glazing (multipurpose rooms and classroom). Sight lines running east and west are unimpeded with low lying landscaping and terracing providing full views over the site. From the entrance driveway and a drive aisle location within the parking area a sheriff can view a majority of the park site and building area without leaving the vehicle. 2. Clear points of entry to the building spaces are within sight lines and within view of the monitoring staff office. In addition, guests are directed to overhang under building as first point of E-102 100% SCHEMATIC DESIGN July 25, 2019 SECTION XII-SUSTAINABILITY Page 103 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XII. SUSTAINABILITY The Project at a minimum shall meet sustainability requirements per the City of Rancho Palos Verdes’ Standards which indicate compliance with the California Green Building Standards Code within which the minimum sustainability measures for the nonresidential mandatory measures are met. For background on the program, the following is included as extracted from the California Green Building Standards Code: The purpose of this code is to improve public health, safety and general welfare by enhancing the design and construction of buildings through the use of building concepts having a reduced negative impact or positive environmental impact and encouraging sustainable construction practices in the following categories: Planning and design. Energy efficiency. Water efficiency and conservation. Material conservation and resource efficiency. Environmental quality. contact, reducing potential way finding problems. 3. Increased utilization of the park and the building, combined with enhanced staff supervision will deter un-desirable behavior in the park during operating hours. 4. Planting height, placement, density and type must be considered in order to eliminate visual obstructions to all park areas. E-103 100% SCHEMATIC DESIGN July 25, 2019 SECTION XIII-CODE ANALYSIS Page 104 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XIII. CODE ANALYSIS A. Building Information: 1 Occupancy Classes: a. A-3 Assembly spaces (Public Meeting Rooms) b. B Offices, workrooms, conference rooms with <50 occupants c. S-1 Non hazardous storage 2. Construction Type II-B B. Life safety: 1. See Breakdown on Drawings G0.02, G0.1.11, G1.12, G1.13, G1.21 2. Egress and number of exits: (CBC, Chapter 10) The design provides 2 means of egress in each case where required by these conditions. 3. Because the building is sprinklered, the distance from any portion of the building to an exit must be less than 250 feet. The current design satisfies this requirement. C. Relevant sections of the California Building Code and requirements relating to this project: Section 303.1 Assembly Group A Occupancy Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation or motion picture and television production studio sound stages, approved production facilities and production locations. Section 304.1 Group B Occupancies Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Section 311.1 Group S Occupancies Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazardous occupancy. TABLE 504.3 Basic Allowable Building Heights and Basic Allowable Floor Area for Buildings one-story in height. 75’ for A, E occupancy, Type II-B for sprinklered (without area increase) Project complies. Section 504.4 Allowable number of stories above grade plane: 3 stories: For A-3 occupancy classification, sprinklered (without area increase) for Type II-B Type of Construction II-B Maximum Height 75 FT Number of Stories 3 Maximum Area 38,000SF TABLE 601 Types of Construction Fire Resistive Requirements Type of Construction II-B Bearing Walls - Exterior 0 E-104 100% SCHEMATIC DESIGN July 25, 2019 SECTION XIII-CODE ANALYSIS Page 105 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Bearing Walls – Interior 0 Non-bearing Walls – Ext Table 602 Structural Frame 0 Shaft Enclosures 0 Floors and Floor/Ceilings 0 Roofs and Floor/Ceilings 0 Ext Doors and Window 603.2.2 Stairway Construction 602.4 Section 701A Applies to building materials, systems and/or assemblies used in the exterior design and construction of new buildings located within a Wildland-Urban Interface Fire Area as defined in Section 702A. Minimum standards for the protection of life and property by increasing the ability of a building located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area to resist the intrusion of flames or burning embers projected by a vegetation fire and contributes to a systematic reduction in conflagration losses. Section 903 Automatic Sprinkler Systems to meet NFPA 13 Section 903.2.1.3 To comply Table 1004.1 Maximum Floor Area Allowances per Occupant The building official shall assign a use category as set forth in Table 1004.1.2 to all portions of the building. Section 1004.1 Design Occupant Load In determining means of egress requirements, the number of occupants for whom means of egress facilities shall be provided shall be determined in accordance with this section. Where occupants from accessory areas egress through a primary space, the calculated occupant load for the primary space shall include the total occupant load of the primary space plus the number of occupants egressing through it from the accessory area. Exception: Where approved by the building official, the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load. Section 1028.2 Minimum aisle width. The minimum width or required capacity of the exit discharge shall be not less than the minimum width or required capacity of the exits being served. Section 11B-206 Building Accessibility Section 11B-219 Assistive-listening systems in assembly areas. Assembly areas, conference and meeting rooms shall provide assistive-listening systems for persons with hearing impairments as provided in this section. E-105 100% SCHEMATIC DESIGN July 25, 2019 SECTION XIV-DESIGN STANDARDS Page 106 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XIV. DESIGN STANDARDS The following Standards were received during Schematic Design: A. Rancho Palos Verdes Municipal Code - Zoning for Institutional B. Very High Fire Hazard Zone - Refer to City of Los Angeles Fire Department City of Rancho Palos Verdes Fire Hazard Map. E-106 100% SCHEMATIC DESIGN July 25, 2019 SECTION XV-EXHIBITS Page 107 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XV EXHIBITS A (4) Digital renders of the site B Images of physical site model View from Forrestal Dr looking south View from north terrace looking east E-107 100% SCHEMATIC DESIGN July 25, 2019 SECTION XV-EXHIBITS Page 108 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT View from south terrace looking west View from parking area looking south west through community center E-108 100% SCHEMATIC DESIGN July 25, 2019 SECTION XV-EXHIBITS Page 109 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT Above: aerial view of physical site model looking north Below: aerial view of physical site model looking southerly E-109 100% SCHEMATIC DESIGN July 25, 2019 SECTION XVI-OUTSTANDING ISSUES Page 110 Ladera Linda Community Center and Park Project – BASIS OF DESIGN REPORT XVI. OUTSTANDING ISSUES A. Following are a list of outstanding issues to be addressed in the Design Development phase: 1. City-provided Geotechnical Report to be received and reviewed 2. City-provided updated Survey Information to be received and reviewed. Confirmation of additional storm drain line at north end of site. 3. City-provided sub-surface utilities information and/or survey 4. Signage and Building Graphics 5. AV/IT Infrastrure and Cabling Needs and Requirements 6. Discovery Exhibit Requirements and Displays 7. Confirmation of Furniture Layouts and Items 8. Confirmation of extent of green building requirements 9. Water pressure/fire flow test on site - to be verified with Los Angeles County Fire Department E-110 August 6, 2019 Dear City Council, The Ladera Linda Home Owners Association wishes to go on record as strongly urging the Rancho Palos Verdes City Council to accept the Johnson Favaro design for the Ladera Linda Neighborhood Park, as presented at the July 10 Workshop, subject to incorporation of the following key modifications as part of a motion to proceed: “The Neighborhood Park building design shall eliminate one classroom and the meeting room, and shall enclose the lobby and the restrooms. It shall incorporate display cases in the lobby. As a security measure, strong consideration should be given to provide security shutters for all windows and glass doors.” A conceptual drawing incorporating these changes is shown below. “The Neighborhood Park shall not contain features, like the amphitheater/steps area shown in the proposal, that encourage larger organized group outdoor activities.” “The Neighborhood Park shall provide for limited views to the south, with expansive views not consuming more than 50% of the southern park bluff.” “The Neighborhood Park shall contain a designated preserve parking area on the upper terrace (approx. 25 spaces, not on Forrestal Drive). If needed to accomplish this, ½ basketball court should be removed, but in no case should basketball or tennis courts be moved closer to the southern bluff.” Ladera Linda Park Rationale for Changes At the July 10th workshop, concerns were raised about the number of rooms (too many), preserve parking location, level of security, and the potential creation of an attractive nuisance. The above motions address these issues, supported as follows: Park Building 1) One less classroom a) Appropriate size for neighborhood programming desires b) Reduces building size and saves money (both construction costs and ongoing maintenance costs) 2) Meeting room removed / lobby enclosed with display cases a) Meeting room scheduling / programming not demonstrated - therefore will likely remain locked the majority of the time and thus, the purpose of the display cases is lost. b) Meeting room would not be used by other organizations at night because of rental costs c) Lobby open at all times staff is present - allows visitors to actually see the most important/interesting artifacts in display cases any time they come F-1 3) Work room opens to outside and to classroom a) Allows carts to be rolled to either location b) Flexible to meet needs and weather conditions 4) Entire perimeter of structure enclosed a) Allows use of security shutters 5) The restrooms are of conventional design to offer greater comfort, security, and efficiency. Amphitheater/Steps Removed 1) Discourages larger organized group outdoor activities (such as weddings) 2) Less noise to neighborhood 3) Not needed – would duplicate PVIC Park Viewing Areas 1) Limited ocean viewing areas will limit the number of people in the park and prevent the Marilynn Ryan Park issues 2) The unintended impact, traffic, noise and trash with a large numbers of visitors Preserve Parking 1) Little demonstrated need beyond what currently exists at the Ladera Linda property 2) Forrestal Parking opens area to becoming a potential Del Cerro neighborhood or Marilynn Ryan Park problem - potential sunset party site 3) Forrestal parking gate control significant issue because of multiple users (already issues with just one gate) Respectfully submitted, Ladera Linda Homeowners Board Ladera Linda Park Committee F-2 F-3