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2020-04-09 Work Session Visit our website at www.kodiakak.us www.facebook.com/Kodiakislandborough @KodiakBorough Kodiak Island Borough Assembly Work Session Thursday, April 9, 2020, 6:30 p.m. Teleconference Work Sessions are informal meetings of the Assembly where Assembly members review the upcoming regular meeting agenda packet and seek or receive information from staff. Although additional items not listed on the work session agenda are discussed when intr oduced by the Mayor, Assembly, or staff, no formal action is taken at work sessions and items that require formal Assembly action are placed on regular Assembly meeting agenda. Citizen’s comments at work sessions are NOT considered part of the official record. Citizen’s comments intended for the “official record” should be made at a regular Assembly meeting. Page 1. CITIZENS’ COMMENTS (Limited to Three Minutes per Speaker) 2. AGENDA ITEMS a. Updated FY2021 Budget Timeline b. Discussion with the Borough Architect, Corey Wall, Jensen Yorba Wall, INC. 1. Providence Kodiak Island Medical Center (PKIMC) 3 - 31 c. Assembly Presentation Providence Kodiak Island Medical Center Renewal and Replacement Project Assembly review and consideration of presented materials - path forward recommendation 2020.04.03 KIB Assembly Presentation 3. MANAGER COMMENTS 4. CLERK’S COMMENTS 5. PACKET REVIEW Items may be added during the work session for inclusion on the Regular Meeting agenda. The item title needs to be provided/developed at the work session in enough detail to give assembly and public reasonable notice. AWARDS AND PRESENTATIONS *Month Of The Military Child Proclamation PUBLIC HEARING UNFINISHED BUSINESS Page 1 of 31 Visit our website at www.kodiakak.us www.facebook.com/Kodiakislandborough @KodiakBorough NEW BUSINESS CONTRACTS Contract No. FY2020-19 EagleView for aerial imagery acquisition over the next six years. Contract No. FY2020-30 Anton Larsen Bay Dock Concrete Pad Extension Project. Contract No. FY2020-31 Landfill Baler Building Septic System Replacement Project. Contract No. FY2020-32 PKIMC Fuel Tank Procurement. Contract No. FY2020-33 North Star Elementary Gym Siding Replacement Project. Service Area No. 1 - Chip Seal Project RESOLUTIONS Resolution No. FY2020-23 Reestablishing The Fees Of The Kodiak Island Borough. ORDINANCES FOR INTRODUCTION OTHER ITEMS EXECUTIVE SESSION 6. ASSEMBLY MEMBERS COMMENTS 7. MAYOR’S COMMENTS Page 2 of 31 Jensen Yorba Wall Architecture Interior Design Construction Management Page 1 of 2 522 West 10th Street, Juneau, Alaska 99801 907.586.1070 jensenyorbawall.com Designing Community Since 1935 Date: April 3, 2020 To: Kodiak Island Borough Assembly From: Corey Wall Re: Providence Kodiak Island Medical Center Renewal & Replacement Projects Assembly Presentation Italics: Attached Documents Introduction In 2018, JYW and our team of consulting engineers were hired on a Term Contract to assist the Borough to chart out Renewal and Replacement Projects for PKIMC for the 30-year term of the then-new lease with Providence. It was understood that the building had not been significantly altered since the 1997 major addition and renovation, with the exception of the 2007 Clinic Addition. The general anticipation for the Term contract work would be about $1M per year in project monies available for work, plus a deferred maintenance amount of +/- $8M. The building consists of 4 major phases / additions—the original 1969 1-story building, a 1975 1-story addition, the 1997 3-story addition, and the 2007 1-story clinic addition. (see Existing Overall Site Plan) Providence Kodiak Island Medical Center Condition Survey The first step was a comprehensive Condition Survey of the building, including all systems and structure to determine what work should be scheduled for Renewal and Replacement. (see Condition Survey Executive Summary & Deficiency Matrix, Aug. 15, 2019). There were a few significant findings from the Condition Survey: • The majority of the systems and envelope of the 1969 and 1975 building are in need of replacement or refurbishment. In particular, the kitchen, roof, exterior wall assembly (including windows, siding, and insulation), and mechanical systems are all past their service lifespans. • The structure of the 1969 and 1975 wings appeared to not have adequate seismic bracing. This is particularly a concern in the 1969 building, which has a concrete roof deck. • The retaining wall behind the hospital is failing and should be repaired. • The 1997 wing is generally in good shape, with some concerns about the fire dampers in the mechanical system. Retaining Wall and North Parking Lot Conceptual Design JYW was then tasked with developing conceptual designs for replacement/repair of the retaining wall. As part of this project, KIB requested that we explore an option to add additional parking to the north portion of the site. The conceptual work included significant geotechnical exploration of the hillside. (see PKIMC Wall Rehab and Parking Lot Narrative and Cost Estimate, Jan. 24, 2020). The major findings of the conceptual work included: AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 3 of 31 Jensen Yorba Wall Architecture Interior Design Construction Management Page 2 of 2 • The retaining wall is generally in sound condition except for the exposed and failing face of the cribs. However, the cribs themselves are sound and adequate to retain the slope, even in a seismic event. The suggested repair is a new solid concrete face over the cribs, which can have an architectural finish. Estimated cost for the repair is $1.2M. • The north parking lot will require significant geotechnical work and a retaining wall. The estimated construction cost for a 50-stall parking lot is $2.8M. 1969 and 1975 Wing Seismic Retrofit Conceptual Design To determine how best to address the seismic deficiencies identified in the older portions of the building, JYW and our structural engineers PND performed a full seismic analysis of the building and developed some conceptual options for improvement. (see Lateral Brace Analysis Narrative & Drawings, Feb 24, 2020) The major findings were: • There were two conceptual options developed. Both require significant reconstruction throughout the entire existing buildings. o Option A is a series of steel brace frames, which will require excavation through the existing building and installation of new concrete foundations. o Option B assumes the building could be re-classified to allow for combustible wall construction. This option would require installation of plywood over the majority of the exterior and many of the major interior walls, but would not require significant below-grade concrete work. • We believe that any major renovation of the 1969 or 1975 wings will trigger code-required seismic upgrades. These upgrades will likely be as expensive as new construction. Charting a Path Forward During our conceptual work we had the opportunity to hear from Providence and KIB staff and stakeholders regarding the PKIMC building. Although a full analysis of the functionality of the facility was not part of our mission, a few things have become apparent: • The site is constrained, with limited parking and very few easy options for expansion. • The 1969 and 1975 wings are 1-story and not laid out terribly well for their current functions. The footprint is generally square with lots of interior spaces without windows. The spaces currently mostly house offices, the food services area, and physical therapy—of which generally prefer spaces with access to exterior views. • The site access from the south is not ideal with the public coming to the main entries via exterior ramps and stairs. • Over the next few decades, significant, expensive reconstruction work will need to be done to the older portions of the building. • However, because there have not been significant upgrades to the older portions of the building recently, removal and replacement of the wings may be a viable option. Attached is a first, very conceptual look at an option to replace of the older portions of the building with a new, multi-story addition. The option is roughly the same size as the existing 1969 and 1975 wings combined (roughly 32,000 sf), but the 3-story height allows the footprint to be much smaller. The addition could be placed such that the majority of the old wing could remain accessible and operational during construction. (see Existing Plan & 1969/1975 Replacement Concept, April 3, 2020) AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 4 of 31 RACKRACK SMART BOARD 680SMART BOARD 680 Providence Kodiak Island Medical CenterA p r i l 4 , 2 0 2 025’Condition Survey Summary50’ 100’Kodiak Island BoroughJensenYorbaWallInc.C h i c h e n o f S t.S i m e o n o f S t .R e z a n o f D r i v e North Parking OptionExisting Overall Site Plan 1969 (1-story)1975 (1-story)1997 (3-story)1997 (1-story Mechanical)2007 (1-story)AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 5 of 31 Providence Kodiak Island Medical Center Condition Assessment Page | 1‐2 Jensen Yorba Wall, Inc. 8/15/2019 Executive Summary Introduction In the summer of 2018, Jensen Yorba Wall, Inc. (JYW) and our consultant team were selected for Architectural & Engineering Term Contract Services at the Providence Kodiak Island Medical Center (PKIMC). The Kodiak Island Borough (KIB), who is administering the Term Contract, had recently signed a new long‐term lease with Providence Health & Services who runs the PKIMC out of the Borough‐ owned facility. As part of the lease, it was agreed that KIB would undertake upgrade projects at the facility, including both a backlog of Deferred Maintenance projects already tentatively identified as well as regular Renewal and Replacement projects throughout the term of the 30‐year lease. The first step of the A&E Term Contract is a comprehensive Condition Survey of the entire campus to guide the future projects at PKIMC. This report is the summation of the findings of that Survey. Summary of Condition Assessment Approach Comprehensive condition surveys of the facility were undertaken by Prochaska & Associates in 2005. This work included both a Physical Evaluation focusing on construction replacement projects needed at the facility as well as a Technical Engineering Analysis focusing on possible energy and operational upgrades. The JYW Team first reviewed all the 2005 documentation to develop an understanding of the facility needs as previously identified. In early October 2018, two architects, two mechanical engineers, two electrical engineers and one structural engineer spent 2 days on‐site at PKIMC examining all aspects of the facility. We interviewed the Facilities Director and other key personnel to help focus our inspection efforts. We attempted to walk‐through every space in the facility, examining every component and system. Condition Assessment Assumptions and Qualifiers The examinations of the JYW Team were non‐destructive, so we did not look behind fixed finishes for hidden conditions. Recent documentation of the building included comprehensive hazardous materials surveys, so the JYW Team did not include any materials testing. Because the focus of the A&E Term Contract is on Renewal and Replacement projects for the building owner, our investigation and this report focuses on material deficiencies. Although we understand there are some operational improvements needed at the facility, those are not a focus of this report. The survey will not focus on programming issues or possible changes in layout, but we will identify those which will impact Renewal and Replacement projects. AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 6 of 31 Providence Kodiak Island Medical Center Condition Assessment Page | 1‐3 Jensen Yorba Wall, Inc. 8/15/2019 The A&E Term Contract includes the entire PKIMC, including the three main building components—the Original 1968 Building, the 1978 Addition, and the 1997 Addition. The scope did not include the 2007 Kodiak Community Health Center Addition or the 2014 Providence Chiniak Bay Elder House, both of which were not inspected and will not be included in this report. Next Steps The next step will be to synthesize the findings of this Condition Survey into a Project Schedule of Renewal and Replacement, including construction budgets and timelines. Although the Project Schedule will include projects for the entire length of the 30‐year lease between KIB and Providence, the Schedule will be more definitive for the initial projects with a rough guide for projects more than a decade hence. KIB has identified a rough budget target of around $1M for construction projects during the life of the lease plus an initial $7M +/‐ in deferred maintenance funds which could be spread over several projects. The hope is to develop the Schedule in such a way that the facility 30 years from now is still in prime condition with no major overhauls required. As discussed above, this Condition Assessment and the resulting Project Schedule will focus on correcting material deficiencies rather than operational issue. However, we believe that these documents can form the basis for a positive discussion between KIB, the building owner, and Providence, the facility operator, to develop projects which solve both physical and operational issues. Building History / Layout The Original 1968 Building is a single‐story 20,434sf facility which was constructed about 1‐1/2 miles east of downtown Kodiak. The Original 1968 Building is oriented along the site topography, about 30‐ degrees off true north. If the uphill side of the site is considered to be north, the building is roughly a 113’ x 129’ square with a 65’ wide leg extending 88’ to the east. The building has a cruciform circulation pattern with N‐S and E‐W hallways bisecting the space and originally had exterior entrances at all 4 ends of the hallway. The original Main Entrance was at the south end of the N‐S hall with the Emergency Entrance at the west end of the E‐W hall. The Original Building contains the Laundry and Mechanical spaces in the NW quadrant, the Dining and Kitchen facilities in the SW quadrant, and offices in the majority of the rest of the space. The 1978 Addition is a 10,515sf L‐shape which wraps around the south and west sides of the original building. The 1978 Addition is a single story with an approximately 49’ wide N‐S leg and a 54’ wide E‐W leg. The Addition extends the main E‐W hallway of the Original Building out to the exterior and creates a new internal L‐shaped hallway down the middle of the Addition space. There is an entrance to the Addition located at the SW corner, allowing the Addition to be somewhat independent from the rest of the facility. The Addition houses enlarged mechanical spaces adjacent to the Original Building AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 7 of 31 Providence Kodiak Island Medical Center Condition Assessment Page | 1‐4 Jensen Yorba Wall, Inc. 8/15/2019 mechanical spaces on the north side and offices and patient rooms throughout the rest of the space arranged to either side of the L‐shaped hallway. The Addition was originally designed as the Intermediate Care Facility, then operated for years as the Long‐Term Care Facility and now is the Physical & Occupational Therapy department. The 1997 Addition is a large 3‐story, 62,037sf facility constructed off the east end of the Original Building. The Addition connects to the main E‐W hallway of the Original Building with 30’ wide Elevator Lobby, so that the internal E‐W hallway of the Addition is offset to the north from the Original E‐W hall. Because of rising site topography, the 1st floor of the Addition, which is at the same elevation as the Original Building and 1978 Addition, is below grade on the entire north side. The Addition is a rectangle approximately 191’ E‐W x 103’ N‐S. The Addition has a E‐W hallway running through the building with the Elevator Lobby and stairs at the west side and a stair at the east end. The 1997 Addition and subsequent renovations have oriented the Main Entrance on the far east end of the 2nd Floor. The Main Entrance has a small Lobby off a covered Porte Cochere. An Emergency Room and associated spaces are located to the north of the Main Entry and have a separate exterior Ambulance Entrance on the north side. The remainder of the 2nd Floor contains the Operating Room Suites, Laboratory and Pharmacy spaces. The 3rd Floor, which has very high ceilings and dramatic clerestory windows, contains the intensive care and skilled nursing patient rooms, along with obstetrics suite. The 1st floor of this portion of the hospital feels somewhat like a basement, with windowless conference rooms, some admin/records rooms, and a large unfinished storage area on the north side of the building. Subsequent Additions to the campus include the 2007 single‐story Kodiak Community Health Center Addition on the south face of the 1st floor of the 1991 Addition. The KCHC is accessed by the public from exterior doors off the Elevator Lobby. The KCHC effectively land‐locks the entire 1st floor of the 1991 Addition, so there are no exterior windows on the majority of this floor. A long‐term care facility— the Providence Chiniak Bay Elder House—was constructed on the upper north end of the site in 2014. This stand‐alone facility allowed long‐term care to move out of the main hospital facility. Code Study Providence has recently undertaken and comprehensive Life Safety Analysis of the entire facility based on the 2012 International Building Code and other relevant codes. The Code Study will not be duplicated here and should be referred to in development of any future projects. The summary page of the Life Safety Analysis is included in the appendix. AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 8 of 31 PKIMC Condition Survey ‐ Jensen Yorba Lott Architects2/9/2019Deficiency Item DRAFTUrgent 0‐5 5‐10 10‐15 15‐20 20‐25 25‐30 Civil Items2a.1‐1: Pave Unpaved Parking Areas2a.1‐2: Paved Parking Areas2a.2: Replace Concrete Walks as Required2a.3‐1: Reconfigure Ramp, Install Snow Melt System Structural Items3b.1: Install new lateral bracing in 1968 Building3b.2: Install new lateral bracing in 1978 Building3d.1: Replace Site Retaining Wall Architectural Items4a.1: Strip and Re‐Paint Canopy Structure4b.1:Remove Moss on Exterior Panels4b.2: Upgrade Insulation at 1968 and 1978 Buildings4b.3: Replace Metal Wall Panels4b.4: Repair Paint / Membrane at Wall Base4c.1: Replace 1968 Windows4c.2: Replace 1978 Windows4c.2: Install Sun Protection on 1997 Windows4d.1: Replace 1968 & 1978 Metal Doors and Frames4d.2: Replace 1968 & 1978 Aluminum Entries4d.3: Replace 1997 Metal Doors and Frames4d.4: Replace 1997 Aluminum Entries4e.1: Replace 1968 Roof4e.2: Replace 1978 Roof4e.3: Replace 1997 Bunker Roof4e.4: Misc. Repairs 1997 Roof4f.1: Replace Vinyl Wall Covering on a Rolling Basis4f.2: Add Wall Bumpers and Chair Rails4f.3: Replace Floor and Wall Base on a Rolling Basis4f.4: Replace Glue‐on ACT in 1978 AdditionPKIMC Condition Survey Deficiency ListPage 1 of 5AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 9 of 31 4g.1: Repaint Hollow Metal Door Frames4g.2: Repaint Metal Doors4g.2: Add KickPlates / Touch‐Up Oak Doors4h.1: Replace 1968 & 1978 Blinds4h.2: Replace 1997 Blinds4i.2: Replace Elevators Mechanical Items5a.1‐1: Replace 1968 and 1975 Domestic Water Piping5a.1‐2: Install Seismic Restraints on Domestic Piping5a.1‐3: Provide Domestic Water Intertie5a.1‐4: Replace Domestic Hot Water Generators5a.1‐5: Develop Water Management Plan for Legionella5a.1‐6: Correct Domestic Hot Water Max. Length5a.1‐7: Demolish Dead Leg Domestic Water Branch Piping5a.1‐8: Demolish Abandoned Dental Water System5a.1‐9: Correct Piping ID at Boiler Expansion Tank5a.2‐1: Evaluate Options for Sewer Piping Renewal5a.2‐2: Install Seismic Restraints on Sanitary Piping5a.2‐3: Replace 1968 and 1975 Sanitary PipingReplace Renew5a.2‐4: Add Sump Pump in 1975 Ventilation Tunnel5a.3‐1: Evaluate Options for Rainleader Piping Renewal5a.3‐2: Install Seismic Restraints on Roof Drains5a.3‐3: 1968 & 1975 Overflow Roof Drains5a.3‐4: 1968 and 1997 Storm Drain Main Relief Scuppers5a.3‐5: 1997 Bunker Plumbed Roof Drains5a.4‐1: Review Kitchen for Future Needs5a.4‐2: Replace Grease‐Interceptor and Floor Sinks5a.5‐1: Review ADA Restroom Accessibility5a.5‐2: Add Vacuum Breakers to Exterior Hose Bibbs5a.5‐3: Replace Failed Water Closet Wall Carriers5a.5‐4: Add Thermostatic Mixing Valves to Fixtures5a.5‐5: EMS Bay Shower Hazardous Waste Containment5a.5‐6: Recommission Drinking Fountains5a.6‐1: Replace Emergency Generator Fuel Oil TankPKIMC Condition Survey Deficiency ListPage 2 of 5AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 10 of 31 5a.6‐2: Rehabilitate Boiler Exterior Fuel Oil Tank5a.6‐3: Replace Double Wall Fuel Oil Containment Piping5a.6‐4: Provide for Dual Fuel Boiler Propane Storage5a.6‐5: Replace Fuel Oil Day Tanks5a.6‐6: Provide Electric Metering of Fuel Oil Consumption5a.7‐1: Repair Nitrogen Leaks or Demolish5a.7‐2: Refurbish O2, NO and N Manifolds5a.7‐3: Revise O2 Generator per 2018 NFPA 995a.7‐4: Replace or Remanuf. Medical Air Compressor5a.7‐5: Install Medical Vacuum Pump Receiver Tank5a.7‐6: Replace Master Alarm Panels Analog Detectors5a.7‐7: Replace Area Alarm Panels and Analog Detectors5b.1‐1: Replace Single Boiler with Two Smaller Boilers5b.1‐2: Upgrade Boiler Controls5b.1‐3: Install Boiler Emergency Shutdown Switches5b.1‐4: Address Boiler Flue Condensation/Corrosion5b.2‐1: Replace and Relocate Boiler Primary Pumps5b.2‐2: Replace Boiler Secondary Pumps5b.2‐3: Demolish Tertiary Inline Pumps5b.2‐4: Dismantle Generator Heat Recovery System5b.2‐5: Install Seismic Restraints on Heating Piping5b.2‐6: Replace 1968 and 1975 Steel Heating Piping5b.2‐7: Replace 1968 and 1975 Heating Terminal Equip.5b.2‐8: Extend Heating Water to New Air Terminal Coils5b.2‐8: Add Hydronic Snowmelt to Front ADA Ramp5b.3‐1: Replace Chiller and Air Cooled Condenser5b.4‐1: Add Cooling to 1975 Addition Ventilation System5b.4‐2: Evaluate Cooling to IT Closets and Infusion Suite5b.4‐3: Install Seismic Restraints on Cooling Piping5b.5‐1: Upgrades to AHU‐4 serving 1968 Structure5b.5‐2: Replace AHU serving 1975 Structure5b.5‐3: Replace Mechanical room 178 ventilation fan5b.5‐4: 1997 Addition Ventilation Equip. Upgrades5b.5‐5: Install Seismic Restraints on HVAC Equip.PKIMC Condition Survey Deficiency ListPage 3 of 5AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 11 of 31 5b.6‐1: 1997 Ventilation Distribution Upgrades5b.6‐2: 1997 Mechanical Spaces Ventilation Upgrades5b.6‐3: Add Air Terminal Reheat Coils to the 1968 Area5b.6‐4: Install Seismic Restraints on Ductwork5b.7‐1: Replace 1968 Toilet Room Exhaust Fan5b.7‐2: Replace 1975 Toilet Room Exhaust Fans5b.7‐3: 1997 Exhaust System Upgrades5b.7‐4: HEPA filtration on A.I.I. Room Exhaust5b.7‐5: Install Seismic Restraints on Exhaust Ductwork5b.8‐1: Upgrade Kitchen Exhaust Hoods and MUA Unit5b.8‐2: Install Seismic Restraints on Kitchen Ductwork5b.9‐1: Replace Direct Digital Controls5c.1‐1: Replace Glycol Sprinkler System5c.1‐2: Combine Multiple Wet‐Pipe Sprinkler Systems5d.1‐1: Replace Kitchen Refrigeration System5d.2‐1: Repair or Replace 1997 AHU‐1 Humidification5d.3‐1: Inventory and Test Fire, Smoke & F/S Dampers5d.3‐2: Update Code Separation Req. for Duct Openings Electrical Items6a.2‐1: Parking Lot Lighting6a.2‐2: Building‐Mounted Exterior Lighting6b.1‐1: Coordination Study6b.2‐1: Branch Panels in Areas A and B6b.2‐2: 800A Original MDP6b.2‐3: Arc Flash Analysis6b.3‐1: Surge Protection on Life Safety Panels6b.3‐2: Generator Remote Radiator6c.1‐1: Interior Fluorescent Fixtures6c.1‐2: Lighting Controls6c.1‐3: Inadequate Lighting Levels6c.2‐1: Exterior Egress Lighting6d.1‐1: Fire Alarm System Notification6d.1‐2: Fire Alarm System Maintenance6d.3‐1: Access Control SystemsPKIMC Condition Survey Deficiency ListPage 4 of 5AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 12 of 31 6d.3‐2: Door Security6d.4‐1: Clock System6d.4‐2: Emergency Radio6d.4‐1: Paging/Intercom SystemPKIMC Condition Survey Deficiency ListPage 5 of 5AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 13 of 31 9360 GLACIER HIGHWAY, SUITE 100 · JUNEAU, ALASKA 99801 · Phone 907.586.2093 · Fax 907.586.2099 January 24, 2020 PND 172013 Mr. Corey Wall Jensen Yorba Wall, Inc 522 Tenth Street Juneau, Alaska 99801 Re: Kodiak Medical Center Retaining Wall and Parking Lot Updated Conceptual Narrative Dear Corey, Per your request PND Engineers, Inc. (PND) has reviewed the condition of the crib retaining wall at the Kodiak Medical Center, following the completion of the geotechnical investigation and analysis and updated our conceptual renovation plan. This letter includes the description of the wall renovation and the estimated cost for the renovation. We have also prepared a concept plan for a new parking lot in the undeveloped area northeast of the hospital. A rough order of magnitude (ROM) cost estimate and several concept drawings for this aspect of the project are also attached. The geotechnical investigation and analysis showed that the soils behind the wall generally consist of silty sands with gravel. The soil conditions were used to conduct a global stability analysis which showed that the existing wall is stable under static conditions. In a large design-level earthquake the wall will likely experience some deformation, although not to a degree that would significantly impact hospital operations and access. This design level earthquake is a moment magnitude 9 or above, similar to the 1964 Great Alaska Earthquake. The geotechnical conditions are discussed in greater detail in the PKIMC Retaining Wall Rehabilitation and Parking Lot Inspection Geotechnical Report dated December 2019 (currently in draft form). Retaining Wall The existing wall is deteriorating and the gravel within the concrete cribs is slowly eroding, and repairs are needed. If a solid, reinforced concrete face is placed on the exterior side of the wall cribs the erosion should stop and the deterioration of the cribs due to freeze-thaw action should be made insignificant. Groundwater reportedly weeps out of the voids between crib members in the existing wall face. Thus, if the porous existing face is capped with a relatively impervious new concrete face the groundwater will continue to move down to the base of the wall. This must be addressed via a new drainage system at the base of the wall to collect and remove the water and prevent the buildup of hydrostatic pressure. A perforated pipe in free-draining open-graded gravel with periodic tees and pipes under the sidewalk emptying into the gutter should be adequate to convey water from behind the new face to the onsite storm water collection system. AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 14 of 31 Page 2 Kodiak Medical Center Retaining Wall Updated Renovation Conceptual Narrative January 24, 2020 The new face can be either shotcrete or formed cast-in-place concrete with a mesh of rebar to avoid or minimize cracking. We believe that a formed face will have a better appearance then shotcrete especially if a liner panel with a repetitive pattern is used. Typically, liner panels can be reused. The preliminary recommendation for the face consists of a minimum 6-inch thick concrete faced reinforced with No. 5 rebar at 12 inches on-center each way. Successful shotcrete construction in Kodiak, although possibly feasible, may require imported aggregate. The commercially-available concrete aggregate in Kodiak is typically highly angular and rectangular, and not conducive to pumping or shotcrete spraying. If a contractor believes that shotcrete is more economical than formed concrete, a value engineering proposal may be submitted and possibly approved after a sample is placed and found aesthetically acceptable. Due to the size of the wall it is likely that a re-usable, modular formwork system with many days of concrete placement will be economical. At the vertical edge of a concrete placement a bulkhead will need to be installed. This can be a keyed joint that will provide strength and allow the subsequent placement to be integrated into the previous placement. Due to wall height it is likely that a horizontal joint will be needed, and the formwork will need to be secured to the crib wall. Form ties can be embedded in epoxy in the ends of the existing concrete crib members. Some of the concrete crib members will need to be repaired. We recommend splicing new rebar to exposed rebar and encasing the new rebar in concrete. The encasement can occur while casting the wall face. The wall will need to be cleaned and all plant growth removed from the face of the wall. We envision mobile telescopic or scissor lifts with workers using power washers, portable saws and other equipment. Moss needs to be removed from the concrete cribs. Trees and shrubs need to be cut from their roots and pulled out. The estimated construction cost for this concept is $796,000 plus a contractor’s mobilization of approximately $79,600. Indirect costs for design, bid phase assistance, contract and construction administration are estimated to be approximately $ 214,000. At this stage of design, we believe it is appropriate to include a contingency of 15%. Total estimated budget is $1,209,000. A detailed breakdown of this cost estimate is attached. Parking Lot We understand that KIB wishes to expand parking capacity at PKIMC. Discussions with you and KIB indicate that an additional 50 spaces are desired; the layout was developed with this as the primary design criteria. The attached drawings “A” and “B” depict the conception site plan and typical sections, respectively. The parking lot features an entrance near the north PKIMC driveway exiting Rezanof Drive, and 50 typical 9-foot wide, 17-foot long parking stalls. The stalls are oriented in two rows with a central 24-foot wide drive isle. To facilitate grades favorable to pedestrian and vehicular AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 15 of 31 Page 3 Kodiak Medical Center Retaining Wall Updated Renovation Conceptual Narrative January 24, 2020 traffic in adverse winter weather, retaining walls are located on both sides to support the cut in which the parking lot is situated. A concrete cast-in place wall is located on the northwest side, and a concrete block MSE wall to the southeast. Runoff generated by the parking lot will be conveyed to an underground storm drain system which will discharge into the existing system on Rezanof Drive. The existing soil is suitable subgrade although it must be excavated to accommodate KIB’s preferred structural section with regard to frost depth, which consists of: 3 inches of asphalt concrete pavement, 4 inches of base course, and 30 inches of subbase. Three luminaires were included to illuminate the parking lot and driveway, enhancing safety. The construction cost estimate was assembled using our experience in Kodiak and past bid results for projects consisting of similar work items. The total construction cost, including a 15% contingency appropriate for concept-level design, is approximately $2.3 million. Professional services, including the current scoping and geotechnical phase, were estimated using industry- standard approximations as a percentage of construction cost. Total professional services through construction, including project administration by KIB, is estimated to be approximately $500,000. These figures yield a total recommended project budget for the parking lot component of approximately $2.8M. A detailed cost breakdown is attached. While alternative concepts were not explored in detail, reducing the parking lot to only the southeast row of parking may substantially reduce the overall cost. The expensive CIP wall could likely be eliminated which has a trickle-down effect to nearly every other item listed in the cost estimate. Closing PND appreciates the opportunity to provide the concept package for your consideration. Please review at your earliest convenience – we are available via teleconference to discuss these documents in greater detail if necessary. We look forward to your comments and finalizing the concept work on this project. If you have questions or need additional information, please feel free to contact me. Sincerely PND Engineers | Juneau Office Chris Gianotti, P.E, S.E. Senior Engineer, Vice President Enclosures: Retaining Wall Rehabilitation Cost Estimate Parking Lot Concept Drawings Parking Lot Cost Estimate AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 16 of 31 Kodiak Health Center Parking Lot Wall RetrofitNew Concrete Face ‐ Using Slip Lined FormsCrew SizeCrew Member RateDuration Total Labor Quantity Units Unit Cost Material CostDuration of UseUnit of DurationRateEquipment Cost(persons) ($/Hr) (Hours)($/Duration)A Clean Wall Remove Organics2 crews of 2 with 2man lifts, pressure washers, hoses and wire broom, portable saws4 $85 160 $54,400 1 LS $2,500 $2,500 40 days $360 $14,400 $71,300B Existing Wall Stretcher Repair2 crews of 2 with 2man lifts, add rebar4 $85 24 $8,160 1 LS $12,000 $12,000 3 days $250 $750 $20,910Supervision1 $125 24 $3,000$3,000Task Subtotal$23,910C Wall Drain SystemCut Concrete at back of sidewalk and across sidewalk at 50 feet on center2 $85 24 $4,080 1 LS $500 $500 3 days $150 $450 $5,030Excavate for piping 2 $85 24 $4,080 $0 3 days $1,100 $3,300 $7,380Perforated drain pipe at back of concrete 2 $85 16 $2,720 1 LS $1,700 $1,700 2 days $100 $200 $4,620Solid pipe to curb 2 $85 16 $2,720 1 LS $1,800 $1,800 2 days $100 $200 $4,720Repair Sidewalk3 $100 16 $4,800 2 CY $400 $800 2 days $250 $500 $6,100Task Subtotal$27,850D Concrete FacingFormwork ‐ Modular Plywood form re‐used 8 times6 $100 256 $153,600 2400 SF $9.00 $21,600 32 days $200 $6,400 $181,600 Reuseable Panel ‐ Reused 4 times4800 SF $7.00 $33,600Rebar ‐ Provide and Install4 $100 128 $51,200 28,000 pounds $2 $49,000 16 days $120 $1,920 $102,120Concrete (Truck + operator as well as pump and operator in the material cost)6 $100 128 $76,800 650 cy $450 $292,500 16 days $250 $4,000 $373,300Supervision1 $125 128 $16,000$16,000Task Subtotal$673,020Construction Subtotal $796,080Indirect CostsConstruction $796,080Construction contingency 15.0% $119,400Contractor Mobilization 10.0% $79,600Concept Design and Geotechnical $40,000Design 6.0% $54,900Bid Services 2.0% $18,300KIB Project Administration 5.0% $45,800Construction Administration and Inspection6.0% $54,900Recommended Total Project budget $1,208,980Task CostTask No TaskMaterialsLaborEquipmentPND Engineers, Inc9360 Glacier Highway, Suite 100Juneau, Alaska 99801Phone (907) 586‐2093PND 172013CMGJanuary 21 , 2020AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 17 of 31 Kodiak Medical Center ‐ Northeast Parking Lot Construction Cost Estimate Item No. Item Description Qty. Unit Unit Cost Total Cost 1 Mobilization All Req'd LS $170,000 $180,000 2 Remove Curb & Gutter 50 LF $10 $500 3 Demolish Existing Crib Wall 100 LF $250 $25,000 4 Remove and Relocate Guy Anchor 1 EA $2,000 $2,000 5 Unusable Excavation 34000 CY $20 $680,000 6 Subbase 1900 CY $60 $114,000 7 Base Course 400 CY $65 $26,000 8 Storm Drain Catch Basin 3 EA $3,500 $10,500 918‐Inch CIPP Storm Drain Pipe 200 LF $60 $12,000 10 Vertical Curb and Gutter 300 LF $60 $18,000 11 Vertical Curb 70 LF $55 $3,850 12 Asphalt Concrete Pavement 350 Tons $275 $96,250 13 Concrete Apron w/ Valley Gutter 25 SY $125 $3,125 14 Concrete MSE Wall All Req'd LS $60,000 $60,000 15 Concrete CIP Wall All Req'd LS $600,000 $600,000 16 Concrete Parking Bumpers 25 EA $250 $6,250 17 Striping All Req'd LS $10,000 $10,000 18 SWPPP All Req'd LS $5,000 $5,000 19 Construction Surveying All Req'd LS $20,000 $20,000 20 Traffic Control All Req'd LS $15,000 $15,000 21 Seeding All Req'd LS $10,000 $10,000 22 Luminaires 3 EA $30,000 $90,000 Construction Cost $1,987,475 Contingency (15% of estimated Construction Cost) $298,121 Total Construction Cost $2,285,596 Professional Services Project Scoping ‐ Concept and Geotech $36,000 Design Services (estimated at 8% of Total Construction Cost) $182,848 Bid Phase Services (estimated at 2% of Total Construction Cost) $45,712 KIB Project Administration (estimated at 5% of Total Construction Cost) $114,280 CA/CI (estimated at 6% of Total Construction Cost) $119,249 Total Recommended Project Budget $2,783,684 PND Engineers 9360 Glacier Highway, Ste 100 Juneau AK 99801 Ph 907‐586‐2093 January 24, 2020 SS AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 18 of 31 AGENDA ITEM #2.c.Assembly Presentation Providence Kodiak Island Medical Center Renewal an...Page 19 of 31 AGENDA ITEM #2.c.Assembly Presentation Providence Kodiak Island Medical Center Renewal an...Page 20 of 31 1506 West 36th Avenue · ANCHORAGE, ALASKA 99503 · Phone 907.561.1011 · Fax 907.563.4220 625 S. Cobb Street Suite 202 · PALMER, ALASKA 99645 · Phone 907.707.1081 February 24, 2020 PND Project No. 182107 Subject: Kodiak Island Hospital Seismic Retrofit In January 2020, PND Engineers, Inc (PND) contributed to a Providence Kodiak Island Medical Center Condition Assessment, outlining the existing structural condition of the building located at 1915 E Rezanof Dr, 99615. As part of the condition assessment, PND visited the site on October 4th, 2018. From this site visit and the following document review and preliminary structural analysis, PND determined that the 1996, three story addition was adequate while the 1969 one story construction and 1976 one story addition have existing lateral systems that are inadequate. There are two levels of building alterations that would result in required upgrades to the seismic force resisting system per the IEBC code. Level 2 alterations are defined in the IEBC as alterations that include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. During the completion of any level 2 alterations the demand capacity ratio of the lateral force resisting system must be evaluated, a change of 10% or greater triggers all components to be brought into compliance with IBC wind and seismic provisions. Level 3 alterations are defined as alterations where the work area of the building exceeds 50 % of the aggregate building area, or where more than 30% of the total floor and roof areas of the building have been proposed to be involved. This includes the areas of any alterations proposed during a 5-year period. If level three alterations are completed an analysis of the altered building must show that it complies with the IBC for wind and seismic loading. Therefore, any major remodel project would be likely to trigger a required upgrade of the lateral force resisting system. It should be noted that the based on the review and structural analysis of the current system it is anticipated that the building will perform poorly during a seismic event. It is likely that the building will have severe damage and may not be occupiable after a major seismic event. This memo outlines two seismic retrofit options to repair this condition for the two one story buildings. Structural Criteria The following design criteria were used in this preliminary analysis for determining the recommended retrofit. Governing Building Code – International Building Code (IBC) 2012 Seismic Design Category D Occupancy Category III Site Class D Short Period Spectral Acceleration (SS): 1.53 1-Second Period Spectral Acceleration (S1): 0.91 PND completed structural analysis of the lateral force resisting system. Other design criteria (wind and snow) were not considered in this design concept. From previous condition assessment, gravity loads were determined to be adequate and seismic loads are assumed to control the design over wind loads. The original construction used a concrete topped metal deck as the roof structure. Based on the analysis performed, the existing cold form steel strap bracing utilized in both the original construction AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 21 of 31 Page 2 of 2 and the 1976 addition are severely undersized to support the seismic weight of the construction. The braces are over 100% overstressed in many locations. PND developed two possible retrofit concepts. Design Option A – Braced Frames – Sheets S1.0-S1.3 Design option A is consistent with type IIA construction, the current classification of the building. Construction type II-A is listed in IBC 2012 as being constructed of non-combustible materials. PND recommends installing special concentric braced frames at locations shown on the attached plan (S1.0 through S1.2). This would require demolition of the metal stud walls at each location and the slab beneath them. New footings, steel columns, and steel braces would be constructed. Steel frames would be welded to the existing steel framing shown on sheet S1.2. The metal stud wall would be reconstructed around the new braces. Electrical and mechanical would have to be demolished and replaced as necessary depending on conflict locations and new finishes would have to be determined by the architect. A typical elevation of the braced frame and typical excavation limits are shown on S1.3. Design Option B – Plywood Shear Walls – Sheets S2.0-S2.1 Provided the building construction type can be updated to V-A, in which other materials may be considered, Design Option B would be to use structural wood panels and the existing metal stud walls to create wood sheathed shear walls. This would require removal of the existing finishes on at least one side of all the walls outlined on the attached plans (S2.0 and S2.1). There are locations where the wall does not extend full height from top of slab to bottom of metal deck, such as at the partition walls shown on S2.1. At these locations the wall will need to be demolished and reconstructed to be full height using new light gauge metal studs. Walls will receive a single layer of plywood sheathing to the face of the metal stud and new finishes will be installed per the architectural recommendations. It is currently assumed foundations will need to be installed at the ends of the walls. Additional Seismic Retrofit-S3.0 The current isolation joint between the original building and the 1976 addition is inadequate. The structures either need to have sufficient distance between them, specified in ASCE 7-10 to prevent damaging contact during a seismic event, or must be tied together to provide adequate transfer of forces necessary for the buildings to act as one. There are two solutions for the joint. The first is to fasten the addition to the original building. This attachment will require removing roof finishes along the blue dashed line shown on plan S3.0. A steel angle will be installed to fasten the roof framing of the addition to the wall of the original building. An example of this attachment is shown in detail 2/S3.0. The second option would be to provide a larger isolation joint that is sufficient for allowing the buildings to act independently. This would require removing the roof finishes along the same line, and cutting back the existing framing of the addition to create a larger joint. Separate shear walls would be required on either side of the seismic isolation joint. AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 22 of 31 INDICATES LOCATION OF BRACED FRAME TO BE INSTALLED SEE S3.0 FOR ELEVATIONINDICATES NEW 5'x5'x1'-4" FOUNDATION REQUIREDENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:4-10-2018www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGDESIGN OPTION -AFOUNDATION PLAN BRACEDFRAMES1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKAS1.01/16" = 1'-0"1FOUNDATION PLAN - BRACED FRAMES - OPTION A AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 23 of 31 PURCHASINGSTORAGE170EVACSTORAGE169MECHANICAL168SPECIALTY CLINIC ("B" OCCUPANCY)LONG TERM CARE CENTER ("I-2" OCCUPANCY)ADMINISTRATIVE OFFICE ("B" OCCUPANCY)MECHANICAL/ELECTRICALDIETARY DEPARTMENT"F" OCCUPANCYMECHANICALMATERIALS MANAGEMENT"S-1" OCCUPANCYLAUNDRY /HOUSEKEEPING"F" OCCUPANCYDINING ROOM"A-2" OCCUPANCYDINING ROOM"A-2" OCCUPANCYCARE CENTER OFFICES("B" OCCUPANCY)ANTE RM.VEST.RECEPTION/OFFICEEDUC. COORD./HEALTH SERV.LIBRARYCHC ADMIN.OFFICEVEST.FOYERSOCIALSERVICESDIETARYOFFICECHCBILLINGOFFICEELEC./LIN.SERVING LINELTC DININGKITCHENDISHWASH.TUB RM.LCKRSCARE CTROFFICENURSE STATIONSERVINGSEMI-PRIV.RESIDENTRM.TV ROOMSALONLONG TERM CARE CORRIDORPRIVATERESIDENTRM.DAYROOMCLEAN LINENS.L.ANTESEMI-PRIV.RESIDENT RM.PHYSICALTHERAPYDRYSTORAGECOOLERFREEZERFREEZERCOOLERSTORAGEDIETITIANOFFICESHAREDWAITINGICFSTORAGESTOR.LOAD.DOCKMECHANICALROOMMECHANICALROOMI.S./PHONEMATERIALSMATERIALSVESTIBULELCKRLCKRFORMS/ACCT PAY.VESTIBULELAUNDRYS.L.MAT. MGROFFICEVEST.ADMIN.OFFICEADMIN.ASS'T.HROFFICESTORAGEJCAHOOFFICEMENWOMENSTOR.LOADINGDOCKJ.C.STAFFDININGSEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.CLST.CHCEXAM#0PSYCH.OFFICEMAIL RM./COPYCHC LABCHCEXAM #3CHCEXAM #2CHCEXAM #1CHC/EXAM#4(SWING)EXAM#4EXAM#3PHYS.OFFICE/EXAM #2PHYS.OFFICEEXAM#5MINORPROCEDURE/CASTINGOFFICECFOOFFICEPAYROLLPHYS.OFFICEPHYS.OFFICEPHYS.OFFICE/EXAM #1CHARTMED.RECORDSPATIENTCAREADMIN.PAYROLLSUPPORT/HR REC'DSCHC:DISPENS./ACCN'T./5 PHYS./SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.TUNNEL ACCESSQLTY. MGR.OFFICEACTIVITIESDIRECTORACTIVITYROOMCUHOUSEKEEPINGVOLUN.COORD.CORRIDORINDICATES LOCATION OF BRACED FRAME TO BE INSTALLED SEE S3.0 FOR ELEVATIONENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:4-10-2018www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGDESIGN OPTION -AFLOOR PLAN BRACED FRAMES1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKAS1.13/32" = 1'-0"1FLOOR PLAN - BRACED FRAMES - OPTION A AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 24 of 31 INDICATES LOCATION OF BRACED FRAME TO BE INSTALLED SEE S3.0 FOR ELEVATIONENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:4-10-2018www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGDESIGN OPTION -AROOF FRAMING PLAN BRACEDFRAMES1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKAS1.21/16" = 1'-0"1ROOF FRAMING PLAN - BRACED FRAMES - OPTION A AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 25 of 31 NEW 5'x5'x1'-4" SPREAD FOOTINGEXISTING SLAB AND FOOTING TO BE REMOVED WITHIN THESE EXTENTS NEW PIER NEW 5'x5'x1'-4" SPREAD FOOTINGEXISTING SLAB AND FOOTING TO BE REMOVED WITHIN THESE EXTENTS NEW PIER W16X50 BEAMHSS 3x3x1/4 COLHSS 3 1/2x 3 1/2x 1/4 BRACE5'x5'x1'-4" SPREAD FOOTINGREMOVE / REPAIR CONC SLAB WITHIN THESE EXTENTS(E) W BEAM(E) MTL DECKENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:4-10-2018www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGDESIGN OPTION -ABRACED FRAME DETAILS1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKAS1.33/4" = 1'-0"1FOUNDATION DETIAL1" = 1'-0"2FOUNDATION DETIAL1/2" = 1'-0"3SPECIAL CONCENTRIC BRACED FRAME ELEVATIONAGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 26 of 31 INDICATES LOCATION OF WALLS TO BE SHEATHED WITH 7/16" OSB ASSUMING NO. 8 SCREWS AT 3" O.C.INDICATES NEW 5'x5'x1'-4" FOUNDATION REQUIREDENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGFOUNDATION PLAN PLYWOODSHEAR WALLS1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKADESIGN OPTION -BS2.01/16" = 1'-0"1FOUNDATION PLAN PLYWOOD SHEAR WALLS - OPTION B AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 27 of 31 PURCHASINGSTORAGE170EVACSTORAGE169MECHANICAL168SPECIALTY CLINIC ("B" OCCUPANCY)LONG TERM CARE CENTER ("I-2" OCCUPANCY)ADMINISTRATIVE OFFICE ("B" OCCUPANCY)MECHANICAL/ELECTRICALDIETARY DEPARTMENT"F" OCCUPANCYMECHANICALMATERIALS MANAGEMENT"S-1" OCCUPANCYLAUNDRY /HOUSEKEEPING"F" OCCUPANCYDINING ROOM"A-2" OCCUPANCYDINING ROOM"A-2" OCCUPANCYCARE CENTER OFFICES("B" OCCUPANCY)ANTE RM.VEST.RECEPTION/OFFICEEDUC. COORD./HEALTH SERV.LIBRARYCHC ADMIN.OFFICEVEST.FOYERSOCIALSERVICESDIETARYOFFICECHCBILLINGOFFICEELEC./LIN.SERVING LINELTC DININGKITCHENDISHWASH.TUB RM.LCKRSCARE CTROFFICENURSE STATIONSERVINGSEMI-PRIV.RESIDENTRM.TV ROOMSALONLONG TERM CARE CORRIDORPRIVATERESIDENTRM.DAYROOMCLEAN LINENS.L.ANTESEMI-PRIV.RESIDENT RM.PHYSICALTHERAPYDRYSTORAGECOOLERFREEZERFREEZERCOOLERSTORAGEDIETITIANOFFICESHAREDWAITINGICFSTORAGESTOR.LOAD.DOCKMECHANICALROOMMECHANICALROOMI.S./PHONEMATERIALSMATERIALSVESTIBULELCKRLCKRFORMS/ACCT PAY.VESTIBULELAUNDRYS.L.MAT. MGROFFICEVEST.ADMIN.OFFICEADMIN.ASS'T.HROFFICESTORAGEJCAHOOFFICEMENWOMENSTOR.LOADINGDOCKJ.C.STAFFDININGSEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.CLST.CHCEXAM#0PSYCH.OFFICEMAIL RM./COPYCHC LABCHCEXAM #3CHCEXAM #2CHCEXAM #1CHC/EXAM#4(SWING)EXAM#4EXAM#3PHYS.OFFICE/EXAM #2PHYS.OFFICEEXAM#5MINORPROCEDURE/CASTINGOFFICECFOOFFICEPAYROLLPHYS.OFFICEPHYS.OFFICEPHYS.OFFICE/EXAM #1CHARTMED.RECORDSPATIENTCAREADMIN.PAYROLLSUPPORT/HR REC'DSCHC:DISPENS./ACCN'T./5 PHYS./SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.TUNNEL ACCESSQLTY. MGR.OFFICEACTIVITIESDIRECTORACTIVITYROOMCUHOUSEKEEPINGVOLUN.COORD.CORRIDORINDICATES LOCATION OF WALLS TO BE SHEATHED WITH 7/16" OSB ASSUMING NO. 8 SCREWS AT 3" O.C.INDICATES LOCATION OF WALLS TO BE REBUILT, NEW WALLS TO EXTEND FROM SLAB TO UNDERSIDE OF ROOF DECKENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGFLOOR PLAN PLYWOOD SHEARWALLS1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKADESIGN OPTION -BS2.13/32" = 1'-0"1FLOOR PLAN PLYWOOD SHEAR WALLS - OPTION B AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 28 of 31 PURCHASINGSTORAGE170EVACSTORAGE169MECHANICAL168SPECIALTY CLINIC ("B" OCCUPANCY)LONG TERM CARE CENTER ("I-2" OCCUPANCY)ADMINISTRATIVE OFFICE ("B" OCCUPANCY)MECHANICAL/ELECTRICALDIETARY DEPARTMENT"F" OCCUPANCYMECHANICALMATERIALS MANAGEMENT"S-1" OCCUPANCYLAUNDRY /HOUSEKEEPING"F" OCCUPANCYDINING ROOM"A-2" OCCUPANCYDINING ROOM"A-2" OCCUPANCYCARE CENTER OFFICES("B" OCCUPANCY)ANTE RM.VEST.RECEPTION/OFFICEEDUC. COORD./HEALTH SERV.LIBRARYCHC ADMIN.OFFICEVEST.FOYERSOCIALSERVICESDIETARYOFFICECHCBILLINGOFFICEELEC./LIN.SERVING LINELTC DININGKITCHENDISHWASH.TUB RM.LCKRSCARE CTROFFICENURSE STATIONSERVINGSEMI-PRIV.RESIDENTRM.TV ROOMSALONLONG TERM CARE CORRIDORPRIVATERESIDENTRM.DAYROOMCLEAN LINENS.L.ANTESEMI-PRIV.RESIDENT RM.PHYSICALTHERAPYDRYSTORAGECOOLERFREEZERFREEZERCOOLERSTORAGEDIETITIANOFFICESHAREDWAITINGICFSTORAGESTOR.LOAD.DOCKMECHANICALROOMMECHANICALROOMI.S./PHONEMATERIALSMATERIALSVESTIBULELCKRLCKRFORMS/ACCT PAY.VESTIBULELAUNDRYS.L.MAT. MGROFFICEVEST.ADMIN.OFFICEADMIN.ASS'T.HROFFICESTORAGEJCAHOOFFICEMENWOMENSTOR.LOADINGDOCKJ.C.STAFFDININGSEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.SEMI-PRIV.RESIDENTRM.CLST.CHCEXAM#0PSYCH.OFFICEMAIL RM./COPYCHC LABCHCEXAM #3CHCEXAM #2CHCEXAM #1CHC/EXAM#4(SWING)EXAM#4EXAM#3PHYS.OFFICE/EXAM #2PHYS.OFFICEEXAM#5MINORPROCEDURE/CASTINGOFFICECFOOFFICEPAYROLLPHYS.OFFICEPHYS.OFFICEPHYS.OFFICE/EXAM #1CHARTMED.RECORDSPATIENTCAREADMIN.PAYROLLSUPPORT/HR REC'DSCHC:DISPENS./ACCN'T./5 PHYS./SEMI-PRIV.RESIDENT RM.SEMI-PRIV.RESIDENT RM.TUNNEL ACCESSQLTY. MGR.OFFICEACTIVITIESDIRECTORACTIVITYROOMCUHOUSEKEEPINGVOLUN.COORD.CORRIDORINDICATES SEISMIC RETROFIT OF ROOF REQUIRED INSERT ANGLE FOR ATTACHMENT OF BUILDINGS, CONNECTION ABOVE OR BELOW FRAMING TBDNOTE: ALTERNATIVE OPTION FOR PROVIDING LARGER ISOLATION JOINT AND SEP SHEAR WALLS FOR TWO BUILDINGS CUR JOIST EXT TBDENGINEERS,IC.NSHT NO.PROJECT NO.DATE:CHECKED BY:DRAWN BY:DESIGNED BY:PND Engineers, Inc. (PND) is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.REVDATEDESCRIPTIONPROJECT:TITLE:DATE:4-10-2018www.pndengineers.com1506 West 36th AvenueAnchorage, Alaska 99503Phone: 907.561.1011AK. LIC# AECC250EJSJGADDITIONAL SEISMIC RETROFITADDITIONAL SEISMIC RETROFIT1821072.24.2020KODIAK ISLAND HOSPITALKODIAK, ALASKAS3.03/32" = 1'-0"1FLOOR PLAN1" = 1'-0"2EXISTING BUILDING JOINTAGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 29 of 31 RACKRACKSMART BOARD 680 SMART BOARD 680 Providence Kodiak Island Medical CenterA p r i l 4 , 2 0 2 025’Condition Survey Summary50’ 75’Kodiak Island BoroughJensenYorbaWallInc.C h i c h e n o f S t.S i m e o n o f S t .R e z a n o f D r i v e Existing Plan 1969 (1-story)1975 (1-story)1997 (3-story)1997 (1-story Mechanical)2007 (1-story)Total South Parking 122ShopFuelAGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 30 of 31 RACKRACKSMART BOARD 680 SMART BOARD 680 Providence Kodiak Island Medical CenterA p r i l 4 , 2 0 2 025’Condition Survey Summary50’ 75’Kodiak Island BoroughJensenYorbaWallInc.C h i c h e n o f S t.S i m e o n o f S t .R e z a n o f D r i v e 1969 / 1975 Replacement Concept3-story, 32,000 sf AdditionMain Entry at GradeCorridor Aligned to 1997Shop / FacilitiesRegraded ParkingTotal South Parking 198Fuel1234511997 (3-story)1997 (1-story Mech.)2007 (1-story)2345AGENDA ITEM #2.c. Assembly Presentation Providence Kodiak Island Medical Center Renewal an... Page 31 of 31 WORK SESSION DATE -Y 7 SCOTT A R N DT ATTENDED ABSENT DUANE DVORAK ATTENDED ABSENT JULIE KAVANAUGH ATTENDED ABSENT ANDY SCHROEDER ATTENDED ABSENT REBECCA SKINNER ATTENDED ABSENT DENNIS SYMMONS ATTENDED ABSENT JAM ES TU RN ER ATTENDED ABSENT MAYOR ROBERTS ATTENDED ABSENT KODIAK ISLAND BOROUGH Meeting Type:�FA155-!2n Date-.& 2 Please PRINT your name legibly Please PRINT your name legibly