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Proposal - Miyamotomiyamoto,,,11, -�11.�1111 I MIYAMOTO PROPOSAL FOR CITY OF LA QUINTA WORK PROPOSAL Cultural Campus Lumber Yard Building Structural Assessment December 18, 2023 make the world a better, safer place. COVER LETTER Miyamoto International I Cover Letter December 18, 2023 City of La Quinta 78495 Calle Tampico La Quinta, CA 92253 ATTN: Julie Mignogna — Management Analyst, Public Works Department Subject: City of La Quinta - Request for Proposal for Cultural Campus Lumber Yard Building Structural Assessment Dear Julie: Miyamoto International is pleased to submit the following qualifications for the City of La Quinta Cultural Campus Lumber Yard Building Structural Assessment. We are a global earthquake + structural engineering and project management company in continuous operations for over 77 years providing critical services that sustain industries and safeguard communities around the world. Our track record illustrates high-quality, on-time results with cost-effective solutions that resolve challenges. We are truly committed to exceeding our client's expectations in all areas of our work and will approach each task with an open mind to best serve the needs of the City of La Quinta. Our distinguished team of structural engineers has provided evaluations and structural engineering services for a variety of public entities, including, but not limited to: • City of Los Angeles • City of San Jose • County of Los Angeles • City of Santa Clarita • Division of State Architects (DSA), Northern and Southern • EI Dorado County California • Sacramento Municipal Utilities District (SMUD) • LA Metro • San Joaquin Regional Transit District (SJRTD) • Capitol Area Development Authority (CADA) • Santa Clarita County • City of Sacramento We have created a team of specialists who are prepared and available to deliver high-quality projects that meet the highest standards set by the City of La Quinta. Our relevant experience is extensive, and you will find the following submittal to be concise, complete and focused on your required criteria. Our Los Angeles office will be assigned to your project with the key people proposed in this submission: Kenneth Wong as Principal in Charge and Deepansh Kathuria as Project Manager. To complement our team, AC Martin and Dharam Consulting will provide their expertise in architecture & planning and construction cost estimating, respectively. Leadership and Strength: Miyamoto is regarded as a global leader in structural engineering and seismic solutions. With offices and engineers worldwide, our firm is committed to upholding its strong reputation for delivering high-quality and innovative solutions to complex problems. Our engineers have performed many assessments over the years, such as Rose Bowl Stadium Assessment, Reno City Hall Seismic Evaluation, Beckmen YOLA Center, The Greek Theater Assessment and Retrofit, Yuba County Sheriff Facility Evaluations, City of Sacramento On -Call Evaluations, UCI Seismic Safety Assessment, The Mint Assessment and Seismic Retrofit, Montgomery HS Gymnasium Seismic Assessment and the LAX Theme Building Seismic Retrofit. We look forward to working with the City of La Quinta and to supporting the priorities and challenges as your structural engineer. Please do not hesitate to reach out to me for clarification or additional input. My complete contact info is provided below. Very truly yours, Deepansh Kathuria, M.S., S.E., LEED AP Miyamoto International, Inc. 707 Wilshire Blvd., Suite #5100, Los Angeles, CA 90017 dkathuria@miyamotointernational.com Office: 833.270.8848 1 Mobile: 213.505.6341 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 1 TABLE OF CONTENTS Miyamoto International I Table of Contents TABLE OF CONTENTS Statement of Qualifications 03 Project Understanding and Approach 24 Scope of Work Program 27 Project Schedule 29 Appendices 30 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 2 STATEMENT OF QUALIFICATIONS Miyamoto International I Statement of Qualifications ORGANIZATIONAL CHART City of La Quinta miyamozo. KENNETH WONG M.Eng., S.E. Principal in Charge 11DEEPANSH KATHURIA M.S, S.E, LEED AP i Project Manager SIMON HOUGH MICHEAL CHANG FRICS 40 CASP, AIA, LEED AP Construction Consultant Architect Consultant City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 3 LrAW - � Kenneth N. L Wong, M.Eng., S.E. Principal in Charge Education Ken Wong joined Miyamoto International in 2003 as Principal and leader of the Master of Engineering in Civil transportation and civic market sectors, bringing along a wealth of structural Engineering, Cornell University engineering experience in the public domain. As Principal, he manages integrated Ithaca, NY teams for transit, civic, institutional and commercial opportunities and influences thought leadership in the industry. A highly -respected and accomplished engineer, Bachelor of Science in Engineering, Ken generates a diversity of design solutions that are both functional and innovative, Harvey Mudd College, Claremont, CA using high-performance design in ways that resolve the present-day challenges of public agencies and set new benchmarks. His expansive portfolio includes projects Professional Licenses of every scale from feasibility studies and assessments to tenant improvement, Structural Engineer, CA 52870 seismic retrofit and design of large-scale, complex, multi -phased developments. Ken consistently connects the dots between challenges and solutions, helping his public Civil Engineer, CA C35684 clients achieve smart investments for the communities they serve. Professional Affiliations American Concrete Institute Relative Experience American Institute of Steel Construction Griffith Observatory, Expansion & Renovation I Los Angeles, CA American Society of Civil Engineers ..................................................................................I ............................ Miyamoto designed 25,000 -SF of new subterranean exhibit and support spaces for Structural Engineers Association of this beloved John C. Austin -designed landmark. Addition of the new spaces, which California deepened and extended the existing partial basement, required underpinning Asian American Architects and existing walls and columns, excavating new spaces under the main floor, and Engineers Association designing new framing and foundations to re -support the original building. Other modifications included adding new stairs and elevators within the existing building, adding a new hillside mechanical plant, and thoroughly modernizing the original Planetarium. Hollywood Bowl, New Stage & Shell, Box Office and Orchestra Lounge Los Angeles, CA .................................................................................................................. The iconic Hollywood Bowl in Los Angeles is known for its band shell, a distinctive set of concentric arches that have graced the site from 1929 through the present and have become a symbol of Hollywood and the entire entertainment industry. The shell is set against the backdrop of the Hollywood Hills and the famous Hollywood Sign and serves as the summer home of the Los Angeles Philharmonic Orchestra, as well as a venue of choice for concerts and live performances. Over its history, five different shells have been constructed. Miyamoto was the Structural engineer for the fifth and current shell — by far the largest, safest and most complex. The current shell features 10 arched steel trusses spanning up to 120 feet over the stage, state-of-the-art lighting and acoustical equipment in a suspended acoustic "halo," a 70 -foot diameter stage turntable, rooftop fireworks platforms, video screens and 4 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Ken Wong improved back -of -house spaces. Beneath the shell, the original reinforced -concrete stage structure and foundation system needed to be thoroughly updated to provide vertical and lateral support. Miyamoto engineers worked tirelessly through design and construction to help complete the facility without a single lost performance. Since the opening of the new shell in 2004, Miyamoto has continued its relationship with the LA Philharmonic and has taken part in virtually every capital improvement project at the Bowl, including a new two-story Stage West building, expansion and renovation of the Box Office, Bowl Store, Artists' Lounge and Concession Stands, a new entry gate and security/first aid building, and support of new LED display screens and wifi antennas. We have also taken part in numerous landscaping, repair, maintenance and operations projects, including new pyrotechnic display towers, facade repairs, repair of concrete fixtures in the seating areas, support of new sound walls, and review of the shell structure for support of rigging loads. As the Bowl continues to evolve with the entertainment industry, we will continue to keep it in its rightful place as one of the world's premier venues for arts and entertainment. The Greek Theater I Los Angeles, CA Structural engineering services for the renovations at the Greek Theatre consists of enhanced and reconfigured box seats, sound booth, roof repair including skylights and HVAC platforms, concept design for a new stage roof that would allow historic columns to be exposed and three concept options for terrace seating, one of which is to repair and retrofit the existing structures. The Greek Theater Renovation I Los Angeles, CA ................................................................................................................ Re -roofing and seismic strengthening of historic stage roof building to address seismic deficiencies of the non -ductile concrete structure. Extensive FRP reinforcing was deployed to strengthen the thin 2" unreinforced concrete diaphragm. The Judith and Thomas L. Beckmen YOLA Center I Inglewood, CA The Beckmen YOLA Center is the product of Gehry Partners and Miyamoto International's work to transform a mid-century bank building into the first permanent, purpose-built facility for the Youth Orchestra of Los Angeles. The Center provides learning and teaching opportunities to aspiring musicians and educators in a space designed to showcase the structure's openness, with its 45 -foot -ceiling performance hall and a movable acoustic wall that can divide rooms, and to recall the structure's past—its glassy exterior echoes the bank's boxy silhouette, and the original structure's street -facing columns add a sense of understatement and symmetry. Belmont Plaza Natatorium, Seismic Upgrade Study I Long Beach, CA Miyamoto performed a seismic study of the Belmont Plaza Natatorium for the City of Long Beach using fluid viscous dampers to reduce the forces on the structure during a major earthquake. This study showed that the use of dampers combined with fiber -reinforced polymer column wraps was a cost-effective retrofit solution that would greatly enhance the safety of the building while preserving much of the original architectural design. Griffith Observatory, Expansion & Renovation © Hollywood Bowl, New Stage & Shell, Box Office and Orches- tra Lounge © The Greek Theater Renovation City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 5 Miyamoto International I Statement of Qualifications I Ken Wong Riverside Municipal Auditorium Retrofit I Riverside, CA The Riverside Municipal Auditorium is a historic 1920s structure. Located in the Mission Inn district in the center of the city, the six -story auditorium is host to many civic functions and is a beloved local landmark. The main entry, with its two towers and the high-ceilinged main auditorium floor, presented special challenges to the design team because they combined high mass, poor connectivity, and lack of ductility. Miyamoto thoroughly assessed the facility and designed an innovative and economical seismic retrofit solution for the auditorium to preserve the structure in the event of an earthquake. At the heart of the solution is a damping system for the roof that greatly reduces the seismic loading onto the auditorium walls and steel anchors to improve the towers' resistance to overturning forces. Phase I includes exterior strengthening and Phase II retrofits the main auditorium. Port of Los Angeles, Warehouse No. 1, Renovation Feasibility Study and Seismic Evaluation I San Pedro, CA ................................................................................................................. Warehouse No. 1 is a six -story plus basement, 500,000 -SF reinforced concrete structure. The primary goal of the renovation is to create a new, usable space with occupancy and functionality other than the current heavy storage use. A scheme was developed that would remove large floor areas to increase floor to floor heights and provide internal atrium while preserving prominent historic features. This will allow natural light into the building, converting a compact storage structure into a comfortable office or museum environment. Special consideration was made to the foundations that consisted of driven piles, presented a solution to pressure grout the loosely compacted man-made fill under the structure. A conceptual cost estimate and proposed structural modifications and foundation improvements were provided to the client. 0 Riverside Municipal LAX Theme Building, Seismic Retrofit I Los Angeles, CA AuditoriumRetrofit .............................................................................................................. Miyamoto developed an innovative structural retrofit solution to greatly reduce © LAX Theme Building, the earthquake demand on the iconic Theme Building at LAX. Performed Seismic Retrofit structural investigation and repair for a deteriorated steel arch system. Assisted in implementing a rooftop Tuned Mass Damper system by using advanced analysis techniques and the latest engineering technologies. This system provides a cost- effective, elegant, and non -intrusive solution. The performance-based engineering approach saved the airport an estimated $4 million in construction costs, versus traditional retrofit solutions. LAWA Police Headquarters Study I Los Angeles, CA Miyamoto provided Los Angeles World Airports (LAWA) with a series of options to retrofit the existing Delta Airlines office and hangar structure. This included adding 83,300 SF of office space in the existing hangar, currently unusable as a hangar facility. Miyamoto brought value to the client by using performance-based engineering to upgrade this essential facility building to performance level. Some of the latest technologies, such as buckling restrained brace frames or fluid viscous dampers (shock absorbers), were options provided. These options allowed for minimally invasive retrofit work in the office space and excellent performance in an earthquake, at a cost of $144 per square foot for an essential facility. 6 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Ken Wong TWA Hangar Feasibility Study I Los Angeles, CA Miyamoto provided services for a feasibility report regarding partial demolition and seismic analysis of an existing American Airlines hangar. The structure is frequently referred to as the TWA hangar and it is located at Los Angeles International Airport. The study and concept design provides options for the removal of the east half of the hangar and retrofit for the remainder of the building. The primary user of the west hangar and central concrete core is Qantas, who performs daily maintenance on its Boeing 747 fleet. The specific locations of the retrofit in the west hangar allowed Qantas to remain operational during the retrofit construction. Crossroads School I Santa Monica, CA ................................................................................................................ - Since 2015, Miyamoto has been involved with the seismic investigation, retrofitting and modernization of several buildings on the campus of this prestigious college prep school. Our ongoing projects include the following: • Theatre Building Seismic Retrofit and Modernization • Keck Science Building Classroom Conversion • Morgan Middle School ADA Improvements • Upper School Admin Building Seismic Retrofit • Pac-Air Building Classroom Conversion • Trives Administration Building Seismic • Maintenance Building Seismic Retrofit Retrofit Additional Experience ...................................................................................................... • Aldama Elementary School (ASCE 41- 17), Los Angeles, CA • Catskill Elementary School post - earthquake study (ASCE 41-17), Carson CA • Haiti Damage Assessments, Over 400,000 Structures (MTPTC), Republic of Haiti • Haiti UN Facilities Detailed Damage Assessment, Republic of Haiti • Hudnall Elementary School Sound Mitigation Study and Seismic Evaluation, Inglewood, CA • Los Angeles County, Facilities Damage Assessment, Northridge, CA • Payne Elementary School Sound Mitigation Study and Seismic Evaluation, Inglewood, CA • Morningside High School Sound Mitigation Study and Seismic Evaluation, Inglewood, CA • Inglewood High School Sound Mitigation Study and Seismic Evaluation, Inglewood, CA • Monroe Middle School Sound Mitigation Study and Seismic Evaluation, Inglewood, CA • Monrovia Unified School District, Earthquake Damage Assessments, Monrovia, CA 6 LAX Terminals land 3 Concessions © Crossroads School, Santa Monica City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 7 Deepansh Kathuria, M.S., S.E., LEED AP Project Manager Education Deepansh Kathuria, M.S., S.E., LEED AP, is a Principal for Miyamoto International. Master of Science, Civil and Deepansh provides leadership and out-of-the-box thinking for a diversity of Structural Engineering, University of projects, including risk assessment and business interruption programs, aviation California, Berkeley and transportation projects, police stations, libraries and public works. Notable Construction projects include Burbank RITC, Santa Monica's Criterion Redevelopment, LAWA Bachelor of Science, Civil Risk Assessment and Business Continuity Program, Ecuador Earthquake Disaster Engineering, Punjab Engineering Response Program, and multiple public and private projects. His engineering College, Chandigarh, India expertise, combined with a keen ability for problem solving, makes Deepansh Graduated with Honors proficient in working with Public Agencies and Building Officials. Professional Licenses Structural Engineer, CA 55572 Relative Experience Professional Engineer, CA C70993 Belmont Plaza Natatorium Seismic Upgrade Study I Long Beach, CA Professional Affiliations ................................................................................................................ . This landmark structure is located only a few yards from the strand in Long Beach's American Institute of Steel Belmont Shore neighborhood. Miyamoto engineers provided a feasibility study for Construction seismic improvements using performance-based engineering, offering an innovative and economical design that improved safety while preserving the openness of the Construction Management facility and its remarkable ocean views. We engaged in the preliminary design of a Association of America major expansion to convert the facility into a comprehensive sports recreation and Structural Engineers Association of entertainment venue. Southern California Riverside Municipal Auditorium Retrofit I Riverside, CA SafetyAssessment .............................................................................................................. . The Riverside Municipal Auditorium is a historic 1920s structure. Located in the Safety Assessment Program Mission Inn District in the center of the city, the six -story auditorium is host to Evaluator #62422 many civic functions and is a beloved local landmark. The main entry, with its two towers and the high-ceilinged main auditorium floor, presented special challenges Special Recognition to the design team because of their high mass, poor connectivity, and lack of 2014 Rising Star, Civil + Structural ductility. Miyamoto thoroughly assessed the facility and designed an innovative and Magazine economical seismic retrofit solution for the auditorium to preserve the structure in the event of an earthquake. At the heart of the solution is a damping system for the roof that greatly reduces the seismic loading onto the auditorium walls and steel anchors to improve the towers' resistance to overturning forces. Phase I was exterior strengthening and in Phase II the main auditorium was retrofitted. Los Angeles Police Academy New Training Facility I Los Angeles, CA The Los Angeles Police Academy Training Center consists of four one- and two-story reinforced concrete shear wall structures. The buildings, which vary in size from 2,000 to 9,000 square feet, are primarily used for classroom, simulation and office functions, with additional space allocated for storage, lounge and other functions. The location of the site provided several challenges during construction. Located in 8 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Deepansh Kathuria a ravine with steep banks and a firing range, the two westerly buildings had to be constructed with reinforced concrete walls designed to withstand up to 25 feet of retained earth, and the two easterly buildings required deeper foundations to meet bedrock. In order to provide the best solutions for each building, more than 60 load combinations were analyzed. The results afforded each building a unique solution based on building size and location within the site. The Judith and Thomas L. Beckmen YOLA Center I Inglewood, CA The Beckmen YOLA Center is the product of Gehry Partners and Miyamoto International's work to transform a mid-century bank building into the first permanent, purpose-built facility for the Youth Orchestra of Los Angeles. The Center provides learning and teaching opportunities to aspiring musicians and educators in a space designed to showcase the structure's openness, with its 45 -foot -ceiling performance hall and a movable acoustic wall that can divide rooms, and to recall the structure's past—its glassy exterior echoes the bank's boxy silhouette, and the original structure's street -facing columns add a sense of understatement and symmetry. The main space accommodates a sitting audience of 190, while in its surroundings, a series of smaller rooms provide additional community services, such as individual practice studios, a family lounge and the YOLA music library. Our engineers designed the building based on the ASCE Standard 41-13, which allowed us to maximize the use of the existing structure in the design of a new, code - conforming seismic system. LAX Theme Building, Seismic Retrofit I Los Angeles, CA The futuristic LAX Theme Building, a Space Age icon at Los Angeles' airport, was at one time in grave danger should a medium to large earthquake strike Los Angeles. Miyamoto engineered an innovative seismic retrofit solution by adding 1.2 million pounds of steel mass in the roof cavity, which is supported by base isolators and dampers. This approach created a tuned -mass damper to reduce seismic demand. This design eliminated the need for a conventional seismic upgrade and preserved the historical integrity of the building. We used advanced analysis and the latest engineering technologies to implement a cost-effective and elegant seismic retrofit solution. This High -Performance earthquake engineering approach saved the airport an estimated $4 million in construction costs over traditional seismic retrofits. Miyamoto acted as an expert structural sub -consultant to VCA Engineers. Los Angeles World Airports (LAWA), Earthquake Business Interruption/ Loss Control Program I Los Angeles, CA ................................................................................................................ . The purpose of this program was to determine the existing risk to LAWA from earthquakes and to initiate a tailored risk improvement program to reduce that risk. The program also aimed to reduce the expected business/service interruptions to manageable levels while maximizing continuity of operations following an earthquake. Miyamoto conducted a rapid risk assessment of all key facilities, examining and ranking all on-site and off-site facilities in order of decreasing risk and importance to operations. In addition, Miyamoto engineers developed a long-term mitigation program to be fully integrated with long-term development plans for LAWA. Deepansh served as Structural Engineering Project Manager for the program. As part of the program, the Miyamoto team performed structural evaluations of all terminals in detail and developed a deep understanding of existing construction and structural systems. Belmont Plaza Natatorium Seismic Upgrade Study © LAX Theme Building, Seismic Retrofi © LAWA, Earthquake Business Interruption/Loss Control Program City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 9 Miyamoto International I Statement of Qualifications I Deepansh Kathuria V Metro, Exposition Line Phase 2 1 Culver City, CA Miyamoto provided engineering services for the structural design of seven new stations for the Metro Exposition Line Phase 2 project. This new 6.6 -mile corridor with four at -grade and two elevated stations and one hybrid station extends the Phase 1 project from Culver City into Santa Monica. Per an estimate, the project transports 64,000 riders from Downtown LA to Santa Monica on a daily basis. Miyamoto produced construction documents that include extensive use of slender bent steel tubes for the framing of the canopies, shade structures and elevator shafts. These features were made possible through extensive modeling and analysis efforts as well as careful detailing and coordination. Parsons Brinckerhoff was the lead architect for this project; he provided architectural elements for the stations in collaboration with RAW Architecture. 1200 N Main Street, Seismic Evaluation for Adaptive Reuse The Mint, Seismic Retrofit and Santa AnaCA AdaptiveReuse ................, ................................................................................................ The nine -story structure at 1200 N Main Street is an office building that was constructed in 1971. It is, however, one of many buildings that have gone underused in the past decade. To bring new life to the building and the surrounding downtown area, the structure will be converted to residential. For this project to proceed, the structure and the proposed plan itself require assessments. Miyamoto provided a seismic evaluation report to determine the structural feasibility of the proposed conversion. In addition to the seismic evaluation, our engineers performed three-dimensional modeling and analysis and designed a seismic improvement solution that reduces the scenario upper loss to 19 and meets the adaptive reuse ordinance of the City of Santa Ana. 400 Oceangate Adaptive Reuse I Long Beach, CA Currently housing Union Bank, this 15 -story, 157,000 -SF building from the 1960s is being converted for residential use. The existing structure consists of a pre -cast concrete moment frame system at the perimeter with no interior columns. As the structural engineer, Miyamoto is performing a structural assessment to ensure code compliance in accordance with the building's change of use. Our design improves the building's seismic performance by adding fluid viscous dampers along the fagade of the building and concrete shear walls in the short direction. This solution ensures code compliance while maximizing the floor area that can be used as net rentable space. In addition to the Union Bank building, our engineers assisted in determining the feasibility of building a two- to three-story, Type V residential building over the adjacent two-level parking garage. The results showed that it is feasible to convert the garage into a six -story residential building by adding four additional floors to the existing structure. The Mint, Seismic Retrofit and Adaptive Reuse I Los Angeles, CA The Mint at 6th and Lucas is an existing 45,000 -SF, eight -story concrete building with a basement. Previously used as an outpatient medical center, the building was converted into a 42 -unit residential apartment building. This historic structure, representing the city's 1920s Chicago and Beaux-Arts styles, was seismically upgraded to the requirements of the 2010 California Building Code and 2011 Los 10 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Deepansh Kathuria Angeles Building Code. The seismic retrofit components of the project required introducing new concrete shear walls and coupling beams, a new foundation, and strengthening of the existing diaphragm by adding new collector elements. A material testing program following the comprehensive data collection requirements of ASCE 41 was used to evaluate the existing structural material properties. A challenging aspect of this project involved shoring existing columns to eliminate the need for sequencing the foundation work and contributing to an expedited construction schedule. Silverlake Appendix A I Los Angeles, CA Miyamoto will provide structural engineering services related to the mandatory seismic evaluation and strengthening of the unreinforced masonry unit building located at 3701 through 3709 West Sunset Blvd. The evaluation and strengthening, as required by the City of Los Angeles, will be performed in accordance with the International Existing Building Code, Appendix A. The building has a rectangular footprint with an approximate floor plan of 7,100 -SF and a 1,400 -SF mezzanine. Based on our initial assessment, we believe that the building has been previously strengthened, as the out -of -plane anchorage was observed at some locations. The anchors observed were atypical, unsymmetrical, and their use is not advisable in buildings to be strengthened today. During our analysis, we will determine the existing out -the -plane anchorage and try to retain the acceptable anchors to the extent possible. LAUSD, Vulnerability Assessment I Los Angeles, CA Miyamoto is providing structural engineering services related to the vulnerability assessment, strengthening solution development, and construction documents for LAUSD. This work is part of the AB300 initiative, which requires DGS to conduct an inventory of public school buildings with potential deficiencies. There are over 600 public school buildings identified on the list with reinforced concrete walls and light framed roofs as the main framing systems. LAUSD, Castelar Elementary School Assessment and Retrofit I Los Angeles, CA ................................................................................................................ . A cherished landmark for Los Angeles's Chinese American community, Castelar School is an unreinforced masonry structure that was given a rudimentary seismic upgrade in 1954. Since then, the school auditorium had been drastically remodeled and converted into a two-story library. However, by taking advantage of code provisions, the designers had avoided any further seismic retrofits of the original building shell. The end result of several remodeling efforts was a building which, while appearing thoroughly modernized, was extremely hazardous. In 2008, Miyamoto's investigation into the history of the building brought to light its hazardous nature, and the Los Angeles Unified School District proceeded with a comprehensive seismic retrofit. The performance-based retrofit design, done in accordance with the provisions of ASCE Document 41, was completed in 2009. 400 0ceangate Adaptive Reuse © LAUSD, Castelar Elementary School Assessment and Retrofit City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 11 Miyamoto International I Statement of Qualifications I Deepansh Kathuria LAUSD, 1st Street and 2nd Street Elementary © LAUSD, Garvanza Elementary School, Main Building LAUSD, 15YStreet and 2 n Street Elementary I Los Angeles, CA Deepansh was Project Manager for the Phase I analysis of structure, foundation and non-structural elements for three existing buildings at 1st and 2nd Street Elementary Schools. These schools, constructed prior to the 1933 Long Beach Earthquake, were last renovated in 1936. The investigation was completed in September 2015. LAUSD, Garvanza Elementary School, Main Building I Los Angeles, CA This project is part of AB300 initiative. Miyamoto performed seismic evaluation services using ASCE 41 Tier 2 methodologies for LAUSD. The evaluation report included improvement options which were used by LAUSD to develop cost estimates and obtain funding. Once funding was obtained, Miyamoto produced drawings, calculations, specifications, obtained DSA approval and is currently providing support during bidding. LAUSD, Burbank Middle School Home Science Building Seismic Improvement I Burbank, CA ................................................................................................................ . This project is part of the AB300 initiative. Miyamoto performed seismic evaluation services using ASCE 41 Tier 2 methodologies for LAUSD. The evaluation report included improvement options that were used by LAUSD to develop cost estimates and obtain funding. Once funding was obtained, Miyamoto produced drawings, calculations, specifications, obtained DSA approval and provided support during construction. 12 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Education Bachelor of Arts in Architecture, University of California, Berkeley Professional Licenses Architect, CA C35567 Certifications + Affiliations LEED Accredited Professional Building Design + Construction, USGBC American Institute of Architects (AIA) Los Angeles Design -Build Institute of America (DBIA) Certified Professional Certified Construction Documents Technologist (CDT) Certified Access Specialist (CASp) Living Future Accreditation (LFA) AT I Miyamoto International I Statement of Qualifications I Michael Chang Michael Chang, CASP, AIA, LEED AP Architect Consultant With over 15 years of experience, Michael has expertise working on numerous project types with specialty systems. He manages the Special Services Studio at AC Martin. Due to the extensive background of multiple project types, Michael is able to assess existing buildings uniquely to determine how to best justify them under current codes. He prides himself in being able to find a path towards compliance that would mitigate the sunk cost of doing anything to an existing structure. Relevant Experience NBC Universal Soundstage I Hollywood, CA ............................................. Occupancy Conversion Study. Rye Canyon Studios I Santa Clarita, CA ....................................................................................................... Study to determine A V F-1 Occupancy. City of Manhattan Beach I Manhattan Beach, CA ............................................................................................... All Gender Restroom Facility Renovation. Department of General Services (DGS) I Oakland, CA ................................................................................................................ Secretary of State elevator Modernization. Additional Project Experience • San Jose Community College District, Elevator Modernization, San Jose, CA • West Los Angeles City College, FM011 Warehouse Pre -Lab Building, Los Angeles, CA • California State University, Fullerton, Task Order -Construction Agreement ........................................................ for Multiple Projects (TOCA), Fullerton, CA • California State University, Fullerton (TOSA), Fullerton, CA • Pepperdine University, Calabasas Off -Site Office & Storage, Calabasas, CA City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 13 Education Master of Science, Construction Management, Loughborough University of Technology, Leicestershire, England Bachelor of Science (Hons), Quantity Surveying (2nd Degree, 1st Class), John Moores Univeristy, Liverpool, England Simon Hough, FRICS Construction Consultant With 38 years' experience in providing cost estimating services, Simon is a founding partner of Dharam Consulting's West Coast and Mid -Atlantic offices. He is skilled in project, cost and contract management, owner representation, strategic project and fiscal planning, project auditing and oversight. Simon ensures projects are delivered on time and on budget by monitoring and analyzing market trends, their impact on design considerations and the cost of capital investment as well as the integration of real-time cost and bid submission information. Relative Experience Certifications Fellow of the Royal Institution Advance Plan for Major Rehab of US Embassy I Paris, France ................................................................................................................ of Chartered Surveyors (FRICS), Conceptual cost models for 5 options/schemes as part of the Advance Plan report #0093171 for recommendations to achieve the intended project objectives. The scope includes Association of Cost Engineers, extensive renovations and structural strengthening of the existing buildings as well MACostE, #4048 as historic preservation of specific interior spaces and existing historic facades. The schemes also include demolition of one of the existing buildings and replacing with a new addition. CONSULTING US Embassy Beirut I Beirut, Lebanon Cost estimating for civil, architectural, structural, MEP, AV/IT, security and site work. In addition to core cost estimating services, the cost team members also took part in multiple Life Cycle Cost analysis exercises as well as Risk and Value Management workshops. County of Fairfax Judicial Complex Master Plan I Fairfax, VA ................................................................................................................ This master plan includes assessment of priority county uses for the site, future criminal justice, public safety, and human services. Additional Project Experience ................................................................................................................ • USC McAlister Field Feasibility Study, • Herbert Hoover Presidential Library Los Angeles, VA Electrical Study, West Branch, IA • City of Philadelphia On -Call, • The Free Library of Philadelphia Philadelphia, PA Expansion & Renovation, Philadelphia, • The Smithsonian Air & Space Museum PA Master Plan, Chantilly, VA 14 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Simon Hough City of Garden Grove Civic Center Ph. 11 Garden Grove, CA ....................................... ................................................... The new 87,000 SF civic center in development will provide police with a new downtown administration facility for various departments including record keeping, public engagement, holding areas, and back of house-training functions. A new above parking garage will support the facility. The civic center will boast a new 4 -acre landscape park area. Dharam is providing real time design team feedback to meet the city's program vision goals. The Smithsonian Institution, A/E Services IDIQ I Washington, DC Providing cost consulting services to the design team forthis contract which includes master plan support, studies, testing, economic analysis, cost estimating, design and preparation of contract documents, and historic renovation design services that include alterations, repairs, improvements, and maintenance for the facilities of the National Zoo, The National Air and Space Museum and the National History Museum. Las Vegas Metro 911 Call Center I Las Vegas, NV .................................................................................................................. Dharam is providing early program budgeting and design/cost input and detailed design cost modeling on this 30,000 SF police/911 call center administration building. Philadelphia Museum of Art Main Museum Renovation I Philadelphia, PA .................................................................................................................. This renovation and expansion project designed by Frank Gehry on the site of the existing museum will comprise 500,000 SF of renovation and 177,000 SF of expansion. Simon was lead cost manager for the early design phases. Master Plan Update for The Navy Yard I Philadelphia, PA ............................................................................................................ Cost estimating services for the commercial and mixed-use development for the concept plan on 109 acres of the Navy Yard. The Smithsonian Institute Natural History Museum West Wing Renovation I Washington, DC ................................................................................................................ The project consisted of the complete demolition and renovation of the 2nd Floor of the West Wing at the National Museum of Natural History. The scope of work included labs, offices and storage spaces with upgraded plumbing fixtures and a new HVAC system. Simon led the cost estimating team on the project. Additional Project Experience • Torrey Pines Business Park Labs Life • National Museum of the US Army, Sciences Campus, San Diego, CA Planning Support, Fort Belvoir, VA • MUNI Metro System Light Rail Transit • Richard Nixon Presidential Library Central Subway, San Francisco, CA Refurbishment, Yorba Linda, CA • Lake Tahoe Effluent Export Pipeline, Lake Tahoe, CA • Grand Junction Plaza, Westfield, IN • UCSD Health Sciences Biomedical Research Facility, La Jolla, CA • CSU Long Beach Hillside North Student Housing, Long Beach, CA T UUS Embassy, Paris © US Embassy, Beirut © The Navy Yard City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 15 Miyamoto International I Statement of Qualifications I Miyamoto Experience LAX Theme Building Seismic Retrofit V Location: Los Angeles, CA ................................... Year: 2010 Client: Los Angeles World Airports, Tower General Contractors, Gin Wong and Associates, VCA Engineering Cost: $12.3 Million ..................................... Scale: 31,000 SF ..................................... ASCE 41-17: Tier Three ..................................... Reference Contact: Scott Markle, Project Manager ................................... Phone: 424.646.5762 The futuristic LAX Theme Building, a Space Age icon at Los Angeles' airport, was at one time in grave danger should a medium to large earthquake strike Los Angeles. Miyamoto engineered an innovative seismic retrofit solution by adding 1.2 million pounds of steel mass in the roof cavity, which is supported by base isolators and dampers. This approach created a tuned -mass damper to reduce seismic demand. This design eliminated the need for a conventional seismic upgrade and preserved the historical integrity of the building. We used advanced analysis and the latest engineering technologies to implement a cost-effective and elegant seismic retrofit solution. This High -Performance earthquake engineering approach saved the airport an estimated $4 million in construction costs over traditional seismic retrofits. Miyamoto acted as an expert structural sub -consultant to VCA Engineers. Awards: 2010 Trustees Award For Excellence In Historic Preservation 2010 Award in the Preservation Technology Category, Awarded by the California Preservation Foundation 2010 Award Of Excellence in Alteration/Retrofit Category, Awarded by Structural Engineers Association Of California 16 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Miyamoto Experience The Mint, Seismic Retrofit and Adaptive Reuse .oN Location: Los Angeles, CA The Mint at 6th and Lucas is an existing 45,000 -SF, eight -story concrete building ..................................... with a basement. Previously used as an outpatient medical center, the building Year: 2015 was converted into a 42 -unit residential apartment building. This historic structure, ..................................... representing the city's 1920s Chicago and Beaux-Arts styles, was seismically Client: Holland Construction ..................................... upgraded to the requirements of the 2010 California Building Code and 2011 Los Cost: $10 Million Angeles Building Code. The seismic retrofit components of the project required ..................................... introducing new concrete shear walls and coupling beams, a new foundation, Scale: 45,000 SF and strengthening of the existing diaphragm by adding new collector elements. A ....................................• material testing program following the comprehensive data collection requirements Reference Contact: Bert Levesque, of ASCE 41 was used to evaluate the existing structural material properties. A Contract Representative challenging aspect of this project involved shoring existing columns to eliminate """"""""""""""""""' the need for sequencing the foundation work and contributing to an expedited Phone: 213.280.7834 ..................................... construction schedule. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 17 Miyamoto International I Statement of Qualifications I Miyamoto Experience The Judith and Thomas L. Beckmen YOLA Center in Location: Inglewood, CA ..................................... Year: 2021 ..................................... Client: Chait & Company, Inc. ..................................... Cost: $14.5 Million ..................................... Scale: 25,500 SF ..................................... ASCE 41-17: Tier Three ..................................... Reference Contact: Michael Chait, Owner's Representative ..................................... Phone: 818.764.2067 r The Beckmen YOLA Center is the product of Gehry Partners and Miyamoto International's work to transform a mid-century bank building into the first permanent, purpose-built facility for the Youth Orchestra of Los Angeles. The Center provides learning and teaching opportunities to aspiring musicians and educators in a space designed to showcase the structure's openness, with its 45 -foot -ceiling performance hall and a movable acoustic wall that can divide rooms, and to recall the structure's past—its glassy exterior echoes the bank's boxy silhouette, and the original structure's street -facing columns add a sense of understatement and symmetry. The main space accommodates a sitting audience of 190, while in its surroundings, a series of smaller rooms provide additional community services, such as individual practice studios, a family lounge and the YOLA music library. Our engineers designed the building based on the ASCE Standard 41-13, which allowed us to maximize the use of the existing structure in the design of a new, code - conforming seismic system. 18 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Miyamoto Experience The Greek Theater Location: Los Angeles, CA The historic Los Angeles Greek Theatre first opened in 1930 and featured a Greek- ..................................... style outdoor stage, open-air audience seating and a subterranean parking level. Year: 2018 Over the decades, the facility has evolved and expanded numerous times, however, ..................................... the basic structure has not been significantly altered. Client: Rio Clementi Hall Studios ..................................... Since 2015, Miyamoto has provided structural engineering services to help keep the Cost: $5 Million Greek Theatre among the top tier of entertainment venues in Southern California. ••••••••••••••••••••••••••••••••••••• Our work includes the condition assessment and ASCE 41-13 Tier 1 and Tier 2 Scale: 98,000 SF seismic assessment of the main structure, north and south seating terraces and ..................................... stage building. Miyamoto also completed the seismic retrofit of the existing roof Reference Contact: Becky Colwell, diaphragm, finalized the design of new box seats and a control room, and worked Owner's Representative ..................................... on the new deck and wheelchair lift at the Redwood Deck (VIP reception area) and Phone: 323.606.8110 the new outdoor stairs and seating area at the Roosevelt Cafe. ..................................... Awards: 2020 Board of Trustees in Preservation Design Award, Awarded by California Preservation Foundation City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 19 Miyamoto International I Statement of Qualifications I Miyamoto Experience Reno City Hall and Office Building oil 111l1111r1111111�1 l�l1llllllll���Il��l����f��111��M�1 rrrlul l!l llllrrl�ll ll Il�i�r!!Il Irllllrlrl�rn l!l!r!l I! �� lllrnlr Il itll!!1lrrl1il!!1!rllli1l11l11A1111 1111111l1!l11l1lll No Ill loll1i11ir1 Location: Reno, CA Miyamoto provided ASCE 41-13 Tier 1 and Tier 2 assessments and a conceptual ..................................... performance-based seismic retrofit design for the City's 16 -story, 146,000 -SF City Year: 2018 Hall building that was originally constructed in the early 1960s. The Tier 1 and ..................................... Tier 2 assessments exposed significant structural and non-structural deficiencies Client: City of Reno ..................................... that might preclude the building from being functional following a significant Cost: N/A (evaluation only) earthquake. Reno's City Hall houses many of the municipality's services that must ..................................... remain up and running for the public after a natural disaster. Miyamoto's proposed Scale: 146,000 SF seismic retrofit concept provided fluid viscous dampers in the building to act as ....................................• "shock absorbers" to protect the building's structural system. This will allow it to Reference Contact: Bryan Heller, perform at a level of immediate occupancy following an earthquake. In addition Owner's Representative to the major structural deficiencies mitigated by the retrofit concept, Miyamoto """"""""""""""""""' proposed improvements to key non-structural elements to bring the building to Phone: 775.334.4596 ..................................... current standards, such as the seismic anchoring of mechanical, plumbing and electrical equipment and the seismic anchorage and bracing of suspended ceilings and other architectural features of the building. 20 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I Dharma Consulting Advance Plan for Major Rehab of US Embassy, Paris 7 n: h Location: Paris, France ..................................... Year: 2020 -present ..................................... Client: Annum Architects ..................................... Client: Deptartment of State ..................................... Cost: Confidential ..................................... Scale: 279,760 SF ..................................... Reference Contact: Katie Gerner, Sr Associate, Annum Architects ..................................... Phone: 617.226.1604 ..................................... Conceptual cost models for 5 options/schemes as part of the Advance Plan report for recommendations to achieve the intended project objectives. The scope included extensive renovations and structural strengthening of the existing buildings as well as historic preservation of specific interior spaces and existing historic facades. The schemes also included demolition of one of the existing buildings and replacing with a new addition. The scope of construction work was anticipated to be heavily phased with a complex plan for relocating embassy staff either on site or to off-site locations. Research into local market conditions was required to inform the cost modelling exercises as well as forecasting likely cost escalation scenarios for varying project timelines being considered for the work. As a result of evolving in stages over the previous 90 years, the Paris Chancery Office Buildings (COB) requires many updates. This plan includes a major rehabilitation for the COB and a five -point strategy to enhance its security. The five points include the following: Improved blast protection for the COB. Physical security upgrades for the COB. New Marine Security Guard Residence (MSGR). Compound security upgrade (CSU). Enhanced procedural operations. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 21 Miyamoto International I Statement of Qualifications I AC Martin Experience UC Santa Barbara, Chemistry Building Seismic Improvements Location: Santa Barbara, CA The Chemistry Building Seismic Improvements Project (Phase 1A - Feasibility Study) . . . . . . . . . . . . . . . . . . . . . . .. at the University of California, Santa Barbara, focused on seismic upgrades and Year: 2023 renovation of the 1964 Chemistry Building (103,749 GSF) on the northern edge of ..................................... the Campus Green. An initial structural assessment revealed a Seismic Performance Owner: UC Santa Barbara ..................................... Rating ("SPR") of VI, failing to meet the UC Seismic Safety Policy's requirement of Cost: N/A Evaluation SPR IV. The UC Regents and the state approved the Project Planning Guide ("PPG"), ..................................... outlining an innovative interior seismic retrofit project to achieve SPR IV. However, Reference: Josh Rohmner, Director, the PPG's concept design required further analysis to ensure compliance with UC Capital & Physical Planning Seismic Safety Policy and meet programmatic and operational needs. # 805.893.4931 During Pre -Design Phase 1A (Feasibility Study), the Design Team assessed the ..................................... PPG concept and explored alternative solutions, including retrofit approaches, additions, and constructing a new building. Simultaneously, they addressed the building's deferred maintenance and mandatory code improvements. The study determined that constructing a new building was the most viable option. Currently awaiting approval from the Chancellor's Office, the project aims to proceed with site selection and a detailed program for the new building. The project aims for a LEED Gold Rating, with the University targeting a 20 percent improvement over California Energy Code (Title 24) energy efficiency standards. 22 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Statement of Qualifications I AC Martin Experience Rye Studio Sound Stage Campus bW__ . Location: Santa Clarita, CA This development consists of 798,000 SF of 28 state-of-the-art film sound stages .. in seven buildings with attached four-story annex for film support facilities and Cost: 798,000 SF Overall production offices. Each 52 ft. high concrete tilt -up longspan stage structure ..................................... attains 40 ft. clear heights. Reference: Gaurav Joshi #: 646.772.3984 This new sound stage complex will achieve a significant increase in the number of ....................................• stages in the LA area. A four -level parking structure was designed for traffic volume resulting from the size of the complex. Development on this constrained site included the requirement for 18 -wheeler truck circulation for delivery of sets and equipment. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 23 PROJECT UNDERSTANDING AND APPROACH Miyamoto International I Project Understanding and Approach PROJECT UNDERSTANDING AND APPROACH CITY OF LA QUINTA, CULTURAL CAMPUS LUMBER YARD BUILDING STRUCTURAL ASSESSMENT Miyamoto understands the evaluation of the lumberyard building is rooted in the overarching goal of identifying and addressing potential risks and vulnerabilities and developing a holistic understanding of the actions required to utilize the existing building for future planned purposes in concurrence with the current California Building Code requirements. Our primary focus is to ensure that the structure aligns with current building standards, with particular emphasis on flexible use options with event spaces and potentially complemented by storage functionalities as a primary focus. We recognize that the lumberyard building is categorized as Risk Category II, with no intention for it to serve as an essential facility (Category IV) or large enough to host assembly occupancies (Category III). Our recommendations will be tailored to align with this risk profile. This ensures that the proposed upgrades not only meet the current building standards but are also cost-effective and feasible for the intended use. We will provide a comprehensive cost analysis that considers the economic implications of both upgrading the existing structure and undertaking new construction. Task 1 Approach: Our approach to performing a seismic evaluation of any building begins with a thorough review of all available building documents. Critical items to note are the age, size and layout of the building; the structural materials and systems used; and whether the building has been renovated, repaired or altered during its life. We understand that as -built drawings are not available, therefore the age, size and layout of the building will be determined during the site visit and from publicly available documents. During the site investigation, we will develop an understating of the building and search for indications of distress or damage in any of the elements of the structure. Indications of damage will vary according to the type of element being examined and the material of construction used. Damages may include settlement or cracking in foundations; uneven or sagging floors and walls; columns titled out of plumb; cracks, spalls or exposed reinforcing in concrete or masonry elements; dry rot, termite infestation, splitting or cracking in wood members; and rust or loss of material in steel members. Priorities for repair are determined based on the seriousness of the damage and its impact on life safety and serviceability. Following the field assessment noted above, Miyamoto will perform a seismic evaluation for the buildings that have been identified by City of La Quinta. The analysis will be performed in accordance with the ASCE Standard 41-17 Tier 1 evaluation procedure, as referenced in the California Building Code, to determine the building deficiencies. As part of the seismic analysis in Task 1, we have brought on AC Martin to provide code assessment on the adaptive reuse of the existing structure. We understand that bringing up the structure to current codes does not only mean compliance with the seismic changes in the code but also the implications of a new use in the City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 24 Miyamoto International I Project Understanding and Approach building. With AC Martin, the Miyamoto team is able to understand the fire life safety triggers that would impact the possible seismic calculations and general assessment of the building. When program flexibility is needed, a reclassification of the building occupancy type is often required. This triggers a need to re-evaluate the structure to make sure that all provisions of the code are met, as if the building were new. This is started by reviewing whether the existing construction type would meet the allowable areas of your required programmatic functions. Moreover, an understanding of the accessibility improvements required will be explored with options presented to the City on ways to tackle any deficiencies. The structural deficiencies will be further verified by performing detailed computer modeling and analysis of the building. This analysis will be performed with the objective of meeting the current building code. It will be the basis to determine the retrofit solutions that will be discussed with AC Martin to have the least or no impact on the functionality of the existing building for its intended use. Based on the analysis, retrofit sketches will be developed and then shared with the city. Miyamoto will utilize the expertise of our seismic assessment experts identified in our cover letter. Our firm has a tremendous history in structural peer reviews and seismic assessments for structures throughout California; we have also advised on the latest version of the UCSSP. Our team consists of multiple seismic assessment experts that can rapidly assess multiple buildings on large campuses. They have successfully done so in other projects. Our experts' services provide consistent seismic evaluation reports for ease of understanding and sharing knowledge with the entire team. Task 2 Approach: To better understand what the City desires, we will hold a structured meeting for AC Martin to conduct a visioning session to memorialize all of the City's goals. This visioning session will cover your highest hopes and greatest fears of this renovation so that our team is better able to audit options that we may come up with for your review. Equipped with this information, AC Martin will utilize the structural improvement feedback, as part of Task 1, and explore possible test fit options for the program. This will allow the City to have a general understanding of what the seismic improvements mean to the special design and functionality of the space. It does no one any good to cost the seismic improvements without understanding whether spaces will function as desired. AC Martin will also audit ancillary requirements that may be triggered due to the programmatic options. For instance, the required plumbing facilities may exceed the existing number of fixtures depending on the type of use proposed. This plays a major factor in understanding whether a building should be built new versus renovating the existing structure. With the information from Miyamoto and AC Martin, Dharam Consulting will perform cost evaluations for both the retrofit of the existing structure and the construction of a new building. For the estimation of the existing structure, our team will review all assessment reports and evaluate them against current building codes and life safety standards to develop a list of potential building system deficiencies. From our team's documentation analysis, the deficiencies list will then be ranked/filtered according to item triggering code upgrades that are "must do" for certificate of occupancy or programmatic "nice to have" changes for operating/maintenance ease. This list 25 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Project Understanding and Approach will be reviewed with all client project stakeholders for input and approval. Upon completing this list evaluation and scope development, Dharam will prepare a menu of costing options from the list to determine a construction hard cost basis to renovate the building in today's dollars along with a future escalation projection. For the new construction programmatic test fit, our team will develop an efficient program/site test fit for the use of the building from the client's project stakeholder team. Once the written program and drawings are complete, Dharam will develop a conceptual cost model to identify a new construction facility estimate in today's dollars along with a future escalation projection. The team will prepare a document that includes a recommendation to client stakeholders for decision making guidance comparing project estimates against the client's proposed budget. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 26 SCOPE OF WORK PROGRAM Miyamoto International I Scope of Work Program ■ SCOPE OF WORK PROGRAM CITY OF LA QUINTA, CULTURAL CAMPUS LUMBER YARD BUILDING STRUCTURAL ASSESSMENT Based on the scope described within City of La Quinta's RFQ for Cultural Campus -Lumber Yard Building Structural Assessment project number 2019-01, Miyamoto understands the primary objective of the seismic evaluation and assessment, along with the City's desire for this project to work well within the Cultural Campus master plan and have fiscal awareness associated with a code compliant building. Our scope is broken up into structural, architectural and cost estimating services. Structural Engineering: • Hold a virtual kick-off meeting with the City to align objectives. • Perform a site visit to understand the building in its current condition. Material testing and investigations are not included in the scope. Properties obtained from ASCE 41-07 for materials of similar eras will be used in the evaluations. • Perform initial deficiency analysis using ASCE 41-17 and present findings to the City in a virtual meeting. ASCE 41-17 is an alternate means of achieving the requirements contained within the California Building Code for existing structures. • Detailed seismic modeling, evaluation and analysis of the structure and development of retrofit schemes. • Development of a report presenting findings from the analysis mentioned above with sketches of retrofit solutions. • In-person meeting with the City to present findings. The deliverable will be reported in PDF format with findings from the analysis along with sketches for improvements. Architecture: • Hold a virtual kick-off meeting with the City to align objectives. • Perform a site visit to observe possible ADA issues and the as -built condition of the existing building. • Provide feasibility and cost analysis of potential building upgrades and improvements compared to new construction. • Provide long-term feasibility and upgrade potential to guide the City for space, facility and community planning. The services would evaluate the existing building for possible future uses: i. Educational programming with event support ii. Event space iii. Storage space • The investigation would include ADA compliance, overhang issues and size limitations of the anticipated program. • Support and help review the construction cost estimates. • Develop a report to present findings. • In-person meeting with the City to present findings. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 27 Miyamoto International I Scope of Work Program Cost Consulting: • Hold a virtual kick-off meeting with the City to align objectives. • Three phases of activities in the work approach from the Miyamoto, AC Martin and Dharam teams. • Provide a detailed cost model that is commensurate with the level of detail provided in the existing documentation, developed drawings and specifications. Where design information is incomplete, or options are still in play, we will work with the design team to agree on budget allowances or provide additional details and include this in the estimate to ensure the total cost of construction is reflected in our published cost plan. The estimate will be in UniFormat and CSI summary if required. • Provide a confidence level commentary on the pricing levels that we have included in our estimate, especially relating to any allowances for work yet to be designed and for any other target budgets. • Research comparable pricing of local and similar projects. • Review and agree on the format for the estimate with the team prior to its development. • Provide one revision to each estimate when required to account for corrections and/or clarification and to test and document scope modifications that are deemed necessary to meet the construction budget. • Suggest and vet design and construction alternatives as appropriate with the design team. • Review and comment on any outstanding risks that we perceive. • Review and comment on the construction schedule, informing cost considerations in relation to project duration, general conditions and general requirements. • Comment on LEED considerations and provide general support to achieve client objectives. The deliverable will be reported in PDF format with estimates for existing and new construction. 28 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment PROJECT SCHEDULE Miyamoto International I Project Schedule PROJECT SCHEDULE Project Management Contract Issued Kick-off Meeting All Document handover Task 1 & Task 2 Site Visit Initial Structural Deficiency Evaluation Meeting with City to present initial evaluation Development of computer model and Analysis Assessment against current building code Development of Engineering Analysis and Evaluation Report Development of retrofit sketches Meeting with the City to Present Report Cost analysis and Feasibility Study of retrifit solution Long term feasibility analysis Meting with the City to present findings Final Document Submission Week 0 Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 30 Week 11 Week 12 Week 13 Week 14 Week 15 TBD Jan 22, 24 Jan 29, 24 Feb 5, 24 Feb 12, 24 Feb 19, 24 Feb 26, 24 Mar 4, 24 Mar 11, 24 Mar 18, 24 Mar 25, 24 Apr 1, 24 Apr 8, 24 Apr 15, 24 Apr 22, 24 Apr 29, 24 May 6, 24 22 23 24 25 26 29 30 31 1 2 5 6 7 8 9 12 13 14 35 16 19 20 21 22 23 26 27 28 29 1 4 5 6 7 8 11 12 13 14 15 18 19 20 21 22 25 26 27 28 29 1 2 3 4 5 8 9 30 11 12 15 16 17 18 19 22 23 24 25 26 29 30 1 2 3 6 7 8 9 10 La Quinta 22 -Jan -24 22 -Jan -24 , La Quinta-Miyamoto 1/23/24 1/23/24 . La Quinta 1/26/24 1/26/24 1/29/24 5/6/24 Miyamoto 1/29/24 1/29/24 Miyamoto 1/30/24 2/9/24 La Quinta-Miyamoto 2/13/24 2/13/24 Miyamoto 2/14/24 2/28/24 Miyamoto 2/29/24 3/7/24 Miyamoto 3/8/24 3/15/24 Miyamoto 3/18/24 3/25/24 La Quinta-Miyamoto 3/27/24 3/27/24 Miyamoto 3/29/24 4/19/24 Miyamoto 3/29/24 4/19/24 La Quinta-Miyamoto 4/22/24 4/22/24 Miyamoto 4/22/24 5/6/24 29 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • APPENDIC ES NON -COLLUSION AFFIDAVIT FORM Must be executed by proposer and submitted with the proposal Deepansh Kathuria J l:�l.l 1'11k11:� ATTACHMENT 3 (name) hereby declare as follows: I am Principal of Miyamoto International, Inc. (Title) (Company) the party making the foregoing proposal, that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and not collusive or sham; that the proposer has not directly or indirectly induced or solicited any other proposer to put in a false or sham proposal, and has not directly or indirectly colluded, conspired, connived, or agreed with any proposer or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the proposer has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the proposer or any other proposer, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other proposer, or to secure any advantage against the public body awarding the agreement of anyone interested in the proposed agreement; that all statements contained in the proposal are true; and, further, that the proposer has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative hereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal. I declare under penalty of perjury under1he laws of the State of California that the foregoing is true and correct. _ _ „Q Proposer Signature: Proposer Name: Deepansh Kathuria Proposer Title: Principal Company Name: Miyamoto International, Inc. Address: 707 Wilshire Blvd, Suite #5100, Los Angeles, CA 90017 30 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment ta Qa�tra CALIUO1tIrIA - ATTACHMENT 2 INSURANCE REQUIREMENTS ACKNOWLEDGEMENT Must be executed by proposer and submitted with the proposal Deepansh Kathuria Miyamoto International, Inc (name) hereby acknowledge and confirm that (name of company) has reviewed the City's indemnification and minimum insurance requirements as listed in Exhibits E and F of the City's Professional Services Agreement (Attachment 1); and declare that insurance certificates and endorsements verifying compliance will be provided if an agreement is awarded. I am Principal (Title) of Miyamoto International, Inc. (Company) i Proposer Signature : f City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 31 Commercial General Liability (at least as broad as ISO CG 0001) $1,000,000 (per occurrence); $2,000,000 (general aggregate) Must include the following endorsements: General Liability Additional Insured General Liability Primary and Noncontributory Commercial Auto Liability (at least as broad as ISO CA 0001) $1,000,000 (per accident) Personal Auto Declaration Page if applicable Errors and Omissions Liability $1,000,000 (per claim and aggregate) Worker's Compensation (per statutory requirements) Must include the following endorsements: Worker's Compensation Waiver of Subrogation Worker's Compensation Declaration of Sole Proprietor if applicable i Proposer Signature : f City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 31 ta Qa�trcv (:ALDORh'IA - ATTACHMENT 4 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA Must be executed by proposer and submitted with the proposal; If no addenda has been issued, mark "N/A" under Addendum No. indicating Not Applicable and sign ADDENDUM NO. SIGNATURE, INDICATING RECEIPT F9�il 32 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Appendices Page Left Blank Intentionally. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 33 miyamoto. Sacramento I San Francisco I Pleasanton I San Jose I Los Angeles I Ontario I Orange County I San Diego Reno Las Vegas I Phoenix I Washington I D.C. I Puerto Rico I Mexico I Costa Rica I Colombia I Haiti Italy Morocco I Ukraine I Turkey I Lebanon I Uzbekistan I Afghanistan I India I Nepal I Indonesia Thailand I Japan I New Zealand miyamoto. :r fll ovir il��I"%Lk44a MIYAMOTO PROPOSAL FOR CITY OF LA QUINTA COST PROPOSAL Cultural Campus Lumber Yard Building Structural Assessment December 18, 2023 make the world a better, safer place. COST PROPOSAL Miyamoto International I Cost Proposal COST PROPOSAL SUMMARY miyamou, Task 1 0 Hours $51,685.00 $21,050.00 ACMARrir� $17,030.00 $22,000.00 CONSULTING Reimbursable $6,500.00 $68,715.00 $49,550.00 $2,500.00 $120,765.00 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 1 Miyamoto International I Cost Proposal COST PROPOSAL IN DETAIL miyamoto. of La Quinta Lumber Yard BuildingCity Task 1 Position Rate/hr Miyannoto Principal Associate Principal Principal $ 275.00 $ 225.00 $ (QA/QC) Project Engineer Senior Designer 320.00 $ 125.00 $ Admin 130.00 $ 80.00 Site Visit 8.0 8,0 Initial Deficiency Evaluation 1.0 2.0 24.0 Meeting with City to present initial evluation 4.0 4.0 Development of computer model and Analysis 1.0 8.0 1.0 80.0 Assessment against current building code 1.0 8.0 40.0 Development of Engineering Analysis and Evaluation Report 2.0 1.0 40.0 Meeting with the City to Present Report4.0 4.0 Development of retrofit sketches 4.0 8.0 1.0 24.0 Meting with the City to present findings 4.0 4.0 Final Document Submission 4.0 8.0 40.0 1 20.0 Total Hours 358.0 Total Fee $ 51,685.00 Task 2 Meetings (1) 4.0 4.0 4.0 Cost analysis and Feasibility Study of retrifit solution 2.0 8.0 12.0 Long term feasibility analysis 2.0 16.0 Final Document Submission 2.0 32.0 Meeting with the City to Present Report 8.0 8.0 Total Hours 102.0 TotalFeel $ 21,050.00 Task 1 Position Rate/hr AC Martin Studio Principal Project Manager $ 275.00 $ Technical Director(QA Project Architect Project Coordinator 240.00 $ 270.00 $ 220.00 $ 11 Project Assistant 155.00 $ 115.00 Site Visit 8.0 Initial Deficiency Evaluation 4.0 Assessment against current building code 20.0 4.0 Development of Engineering Analysis and Evaluation Report 20.0 Meeting with the City to Present Report 2.0 Development of retrofit sketches 4.0 Total Hours 62.0 Total Fee $ 17,030.00 Task 2 Cost analysis and Feasibility Study of retrofit solution 30.0 Long term feasibility analysis 30.0 Meting with the City to present findings 10.0 Final Document Submission10.0 Total Hours 80.0 Total Fee $ 22,000.00 Task 2 Position Rate/hr Dharann Consulting Director 1 Associate $ 360.00 $ B, MEP Consultant B, MEP Consultant C, A/S GraduateA 230.00 $ 155.00 $ 155.00 $ Admin $ Meetings (l) 2.0 Renovations Option Estimating 1.0 8.0 16.0 New Build Estimating 1.0 1 4.0 1 8.0 Total Hours 40.0 Total Fee $ 6,500.00 Total Fee Phase 1 $ 68,715.00 Phase 2 $ 49,550.00 Reimbumables $ 2,500.00 $ 120,765.00 2 City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment Miyamoto International I Cost Proposal Page Left Blank Intentionally. City of La Quinta I Cultural Campus Lumber Yard Building Structural Assessment 3 miyamoto. Sacramento I San Francisco I Pleasanton I San Jose I Los Angeles I Ontario I Orange County I San Diego Reno Las Vegas I Phoenix I Washington I D.C. I Puerto Rico I Mexico I Costa Rica I Colombia I Haiti Italy Morocco I Ukraine I Turkey I Lebanon I Uzbekistan I Afghanistan I India I Nepal I Indonesia Thailand I Japan I New Zealand