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UNITED STATES VIRGIN ISLANDS SUPERIOR COURT FEDERAL CONSISTENCY DETERMINATION REQUEST For PARTIAL DEMOLITION AND CONSTRUCTION AT THE R.H. AMPHLETT LEADER JUSTICE CENTER July 4, 2024 PREPARED BY QUINGUMA HILLS, LLC For TALLER LARJAS, LLC TABLE OF CONTENTS Section Page No. 1.0 Introduction 1 2.0 Project Description 5 3.0 Environmental Impacts 7 4.0 Climate and Weather 8 5.0 Landform, Geology, Soils and Historic Land Use 11 6.0 Draining, Flooding, Erosion Control and Drainage Patterns 13 7.0 Fresh Water Sources 18 8.0 Oceanography 18 9.0 Terrestrial Resources 18 10.0 Endangered Species 19 10.1 USFWS National Wildlife Refuge Lands and Fish Hatcheries 19 10.2 Migratory Birds 19 10.3 Wetlands 19 11.0 Air Quality 20 12.0 Impact on Man’s Environment 21 13.0 Land and Water Use Plans 21 14.0 Visual Impacts 23 15.0 Social and Economic Impacts 24 16.0 Historical and Archaeological Resources 25 17.0 Waste Disposal and Accidental Spills 25 18.0 References 27 Coastal Consistency 28 Fig. 1 VI Superior Court R.H. Amphlett Justice Center 1 Fig. 2 Site Location and Agency Review Map 2 Fig. 3 Site Vicinity Diagram 2 Fig.4 Site RHALJC Site Diagram 3 Fig. 5 Main Security Entrance to RHALJC 4 Fig. 6 Soils Map 12 Fig. 7 RHALJC Topographic Map 13 Fig. 8 RHALJC FEMA Flood Zone Map 15 Fig. 9 St. Croix Central High School SW Discharge Pipe 15 Fig. 10 Concrete Swale SSE side of Queen Mary Highway 16 Fig. 11 Stormwater entry location into ENE Parking Lot 16 Fig. 12 SSE side of RHALJC WSW ENE View 17 Fig. 13 SSE side of RHALJC ENE WSW view 17 Fig. 14 RHALJC Relative Distance from 5 Closest CBRS Units 23 Table 1 Monthly Total Precipitation for Henry E. Rohlsen Airport, VI 9 Table 2 Monthly Highest Max Temperature for Henry E. Rohlsen Airport, VI 10 Attachment A R.H. Amphlett Leader Justice Center Building Layout Attachment B Roof Retrofit Calculations Attachment C Renovation of Superior Court of the VI RHALJC Attachment D St. Croix Superior Courthouse Concrete Paved Waterway Design Attachment E MEP Drawings Attachment F Trade Winds Wind Roses Attachment G Sedimentation and Erosion Control Site Plan Attachment H Biological Survey Plant and Animal Species Listing Attachment I VISC LAMP Management SOP 1 1.0 INTRODUCTION The U.S. Virgin Islands Superior Court serves an important function in the Virgin Islands’ judicial system in pursuit of their aspiration of justice for all. Investing in our judicial system sends a clear positive message to our community on the system’s endeavor to minimize the impact of the stacked layers of inequality throughout the Territory. Consequently, it increases confidence that the judicial system will issue fair judgements while providing one mechanism for righting wrongs and overcoming injustice. Today’s R.H. Amphlett Leader Justice Center (RHALJC) evolved from three (3) Police Courts of the major cities of Frederiksted, Christiansted and Charlotte Amalie into a present day twenty-first century Court based on a framework that was established a half a century ago. Figure 1 VI Superior Court R.H. Amphlett Leader Center 2 The proposed RHALJC of the V.I. Superior Court low environmental impact partial demolition and construction project is located at No. 1 Kingshill Hall of Justice (Property ID 206400020600) on the island of St. Croix at 17 43 30.42 N and 64 47 01.86 W. Figure 2 Site Location and Agency Review Map Figure 3 Site Vicinity Diagram RHALJC SITE LOCATION BETHLEHEM GUT VI HOUSING AUTHORITY AUREO DIAZ HOUSING COMMUNITY HERBERT GRIGG HOME FOR THE AGED SCCHS RHALJC SCCC 3 Rectangular in shape, the site is oriented such that the four boundaries are at secondary intercardinal directions (i.e., north-northwest NNW, south-southeast SSE, east-northeast ENE and west-southwest WSW). Zoned public and covering approximately 6.05 acres, the property has been completely developed with an approximately 1.2 acre landscaped area southeast (SE) and south-southeast (SSE) of the justice center building complex. Depicted in Fig. 2 below, the RHALJC includes a two-story series of connected buildings that wraps around a rectangular courtyard with another group of offices that extends outward from the WSW facade. SCCC SCCHS ENE GATED EXECUTIVE PARKING LOT 3-TIERED PARKING LOT MAINTENANCE BLDG CHILLER AREA PUMP ROOM HILL ON SOUTHERN BOUNDARY HERBERT GRIGG HOME FOR THE AGED QUEEN MARY’S HIGHWAY 1.2 ACRE LANDSCAPED AREA PARKING LOT ADJACENT WESTERN FACADE OVIM PARKING SSE WSW NNW ENE Figure 4 RHALJC Site Diagram At an approximate elevation of 159 feet on the ENE boundary, the property slopes downward to an approximate elevation of 140 feet toward the WSW boundary. Next to the security station at the main entrance on the first level, there is an elevator, stairway and a series of administrative offices. On the second level, there are the offices of several judges, six courtrooms, two witness rooms, a law library, restrooms and other administrative offices. The most recent building layout is presented in Attachment A. There is a three tiered asphalt paved parking lot WSW of building that covers approximately 2 acres with several large trees around the perimeter and interspersed between the parking area tiers. Two (2) other parking lots are located just ENE of the 3-tiered parking area. One is adjacent to the WSW façade available to the public and employees and the other is the gated Office of Virgin Islands Marshal (OVIM) parking lot to the SSE. Finally, the approximately 0.1-acre executive parking lot used for judges and their secretaries is located on the ENE façade equipped with its own dedicated entrance. The approximately 1.2-acre landscaped area on the SSE perimeter contains approximately ten (10) large trees. A maintenance building sits midway along the 4 SSE boundary with an enclosed area to the NNW with two (2) chillers. Further NNW of the chillers is a pump room and a small enclosed area where garbage is accumulated prior to offsite disposal. There are two (2) entrances to the RHALJC. Primary access for the general public is through an access road off of the Queen Mary Highway (QMH) that runs along the NNW boundary of the site. This entrance road branches off in 3 directions with direct access straight ahead and to the right to the parking lots described above. The 3- tiered parking lot is WSW of the public entrance road and ENE of that one is another parking area. The entrance roadway that branches off to the left leads to a security barrier for dropping-off only at the main security entrance station (See Fig. 5). The second private entrance provides access to the ENE façade of the facility just off of the access road to the St. Croix Curriculum Center (SCCC) and the Herbert Grigg Home for the Aged (HGH). North-northwest of the QMH is approximately 10 acres of woodland. Just NNW of woodland are the Virgin Islands Housing Authority approximately 640-feet away and then the Aureo Diaz Heights housing community approximately 884-feet away. The SCCC is approximately 175-feet to the NNE. The HGH is approximately 195-feet away from the SSE boundary of RHALJC. There are approximately six (6) farms WSW, SW and to the south that cover an estimated 250 acres of land where sheep, goat and cattle are raised. Figure 5 Main Security Station 5 2.0 PROJECT DESCRIPTION The VI Superior Court low environmental impact project involves partial demolition of interior offices and of the front edge of the concrete, ceramic tiled foundation of the main security entrance. In addition to demolition activities, the RHALJC contractor will also install a Roof Hugger retrofitted roof system over the existing roof (See Attachment B Roof Retrofit Calculations), cover the courtyard with a barrel vault space frame, translucent corrugated hurricane panels, hurricane impact glass and a louvered system, construct two (2) ADA bathrooms, build out the employee lounge, redesign administrative offices and construct an exterior concrete swale and concrete stairs adjacent to the ESE facade. All of the work described above will occur on the existing RHALJC buildings and the concrete swale and stairs will be constructed adjacent to the SSE facade (See Attachment C Renovation of Superior Court of the VI RHALJC & Attachment D St. Croix Superior Courthouse Concrete Paved Waterway Design for more detail). The RHALJC team will implement dust, erosion and sediment control measures around areas where demolition activities will take place and also in the limited areas where minor excavation activities will occur. This project will not pose a threat to the environment and will be executed following the environmental planning guidelines provided in the Virgin Islands Environmental Protection Handbook: A Guide to Stormwater Management Standards and Control Measures and will maintain consistency with the Virgin Islands Coastal Zone Management Act. Consequently, demolition or construction activities will be limited to just three specific locations on the site and not occur anywhere else which significantly limits the potential for adverse environmental impacts associated with the RHALJC project. Project RHALJC objectives are to:  Implement a financially feasible project that brings social, economic and fiscal benefits to the Government of the Virgin Islands;  Demolish and redesign interior offices and demolish the front edge of the concrete, ceramic tiled foundation;  Install a Roof Hugger System over the existing roof and ballistic proof barrier;  Cover the existing courtyard with a barrel vault space frame and install translucent corrugated panels, hurricane impact glass and a louvered system;  Construct two ADA bathrooms, an A/C condenser building, concrete paved waterway (swale) and concrete stairs;  Build out an employee lounge;  Implement onsite erosion, sediment and stormwater management controls such that there is no impact on the Bethlehem Gut or that could cause degradation of the quality of any potential receiving water; 6  Create employment opportunities;  Conduct work in accordance with all applicable National and Local codes and conventional guidelines (See Attachment E MEP Drawings);  Erect and maintain dustproof partitions;  Implement environmentally protective and wildlife conservation practices;  Contact the Division of Historic Preservation if any historical and/or cultural resources are discovered;  Comply with Title 12, Chapter 7, Subchapter 186, Water Quality Standards for Waters of the Virgin Islands, applicable water courses and Class “C” waters; and  Maintain consistency with the V.I. Coastal Zone Management Act. The VI Superior Court will submit all applicable and relevant permit applications pertaining to demolition and construction activities. Permit applications include, but are not limited to: Construction General Permit (with Notice of Intent Form) - DPNR Air Pollution Control Construction and Operation Permit- DPNR Earth Change - DPNR Hazardous Waste Generator and Transporter - DPNR Used Oil Management - DPNR TPDES Discharge Permit - DPNR Demolition Permit – DPNR Terminal Facility License Permit-DPNR Building Permit - DPNR Electrical Permit - DPNR Plumbing Permit - DPNR Mechanical Permit – DPNR Waste Management Permits – WMA 7 3.0 ENVIRONMENTAL IMPACTS A targeted assessment was conducted to determine if project activities will impact sensitive environments and/or organisms, if they exist in the project area, and to inform best management practices. Areas considered and covered in the assessment were the potential for disruption of RHALJC North operations, impact on any nearby residents, businesses, archaeological resources, wetlands, critical habitats, refuge lands and fish hatcheries, threatened and endangered species, and migratory birds. The contractor will perform controlled demolition and construction activities that will not generate unacceptable levels of fugitive dust that may become airborne and migrate away from the site. Only very minimal earth disturbance will occur. The footprints of excavation for the ADA bathrooms, the A/C condenser building, concrete swale and concrete stairs are limited to approximately 0.0061 acres (264.2ft2), 0.0045 acres (179ft2) and 0.012 acres (525ft2), respectively. Although this project involves relatively minimal earth disturbance activities, the RHALJC will strategically utilize climate data and information, knowledge of weather patterns and periods of historically lower rainfall and wind velocity to schedule project related earth disturbance and partial demolition operations. Based on a current understanding of the scope of the project, review of a resource species list from the Caribbean Ecological Field Office of the Department of Interior US Fish and Wildlife Service that indicated there are no critical habitats, fisheries, refuge lands, migratory birds or wetlands in the project area and biological survey that did not observe any threatened or endangered species yet acknowledged presence of heritage trees and knowledge of the environs that could potentially be affected by project activities, the RHALJC project will not pose a threat to the environment. . 8 4.0 CLIMATE/WEATHER [Prevailing Winds] Derived from the US Department of Agriculture Natural Resources Conservation Service Soil Survey, wind circulation throughout the Lesser Antilles region is dominated by easterly trade winds. The climate is maritime tropical and is characterized by generally fair weather, steady winds, and slight but regular annual, seasonal, and diurnal ranges in temperature. Rain-producing weather systems generally move into the Virgin Islands from the east in the summer and from the northwest in winter. From June through November, these weather systems are in the form of tropical waves that develop in the tropical trade wind belt. Some of these waves develop into tropical depressions, tropical storms, or hurricanes, especially during August and September. From December through May, the weather-producing systems are frontal systems and low-pressure troughs that move in from the northwest. These frontal systems transport cold Canadian air into the Caribbean region. The Virgin Islands lie within the influence of the "Easterlies" or "Trade Winds" which traverse the southern part of the "Bermuda High" pressure area; thus, the predominant winds are from the east and east-northeast (IRF, 1977). These trade winds wind roses which vary seasonally are presented in Attachment F and broadly divided into the following 4 seasonal modes December to February, March to May, June to August, and September to November. Below find Tables I and II that present the periods of the mean, maximum and minimum monthly precipitation and monthly temperature data during year 2000 to 2024 from the Henry E. Rohlsen airport meteorological station less than 2 miles away from RHALJC. This information along with other factors is used to guide scheduling of demolition and earth disturbance. 9 6/6/24, 3:14 PM TABLE 1 10 TABLE 2 11 5.0 LANDFORM, GEOLOGY, SOILS and HISTORIC LAND USE St. Croix was formed from volcanic sediments deposited deep on the ocean floor in the late Cretaceous period (approximately 80 million years ago). The rocks which underlie the mountain ranges are sedimentary, formed by debris from eroding volcanic rocks (Whetten, 1974). Two predominant mountain ranges exist (the Northside Range and East End Range) separated by a central sediment-filled valley near the project site. At one time, the two ranges were distinct islands, separated by a submerged lagoonal environment, which during a later period of uplifting formed the present sediment-filled valley and the island of St. Croix. The landform position associated with soils is on the toe of slopes of hills and mountains underlain by limestone. According to the Soil Survey of the Virgin Islands, the site consists of three (3) different soils (See Fig. 4 Soils Map):  ArB-Arawak gravelly loam 2% to 5% slope, very stony;  ArC-Arawak gravelly loam 5% to 12% slope, very stony; and  ArD-Arawak gravelly loam 12% to 20% slope, very stony. Arawak gravelly loams landform position is on the toe slopes of hills and mountains underlain by limestone except for the ArD soils that are on summits and side slopes of hills and mountains. They are composed of 85% Arawak and similar soils with constrasting inclusions minor components of Glynn, Hesselberg and Sion. The surface layer occurs to a depth of 0 to 6 inches and subsurface of 6 to 11 inches where both layers are typically a very dark grayish brown. ArB are in the well-drained class of soils with slow permeability and moderate to high organic content. 12 Figure 6 Soils Map US Virgin Islands May 5, 2024 1" = 344.721361856687 ft MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT US Virgin Islands makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 06/2023 Data updated 06/2023 Print map scale is approximate. Critical layout or measurement activities should not be done using this resource. 13 6.0 DRAINING, FLOODING, EROSION CONTROL and DRAINAGE PATTERNS RHALJC is located in an area of Estate Kingshill where, as the name suggests, the highest elevation is approximate 190-feet at the crest of the hill and lowest elevation in this area is at the Bethlehem Gut at an elevation of 60-feet at the bottom of the hill. The topographic contours of the site, whose boundaries are at secondary intercardinal compass points (directions), is such that it sits almost midway between crest and bottom of the hill with the ENE boundary at an elevation of approximately 159-feet and the WSW boundary at about 110-feet (See Topographic Map Fig.7). There is a hill on the SSE boundary that rises to an elevation of approximately 188 feet. Consequently, existing grading conditions mainly convey stormwater via overland flow in two directions across the site: (ENE) to (WSW) and from (ESE) to (WNW). During heavy rainfall events, the primary direction of stormwater flow is ENE to WSW. Additionally, stormwater enters the site flowing from an ESE to WNW and SE to NW direction before merging with the primary ENE-WSW flow. Figure 7 RHALJC Topographic Map RHALJC is located in a Zone X FEMA flood zone designation which is an area of minimal flood risk with an annual flood risk of less than 0.2% (See Fig.8) The first significant offsite stormwater flow emanates from a stormwater discharge pipe located at the St. Croix Central High School (SCCHS) (See Fig 9) which is to the ENE and at a higher elevation than the site. It discharges stormwater downhill through the SCCC, also ENE 14 of the site, via overland flow directly to a headwall and drainage trench designed to convey the stormwater away from the RHALJC ENE perimeter toward an offsite concrete swale adjacent to the QMH just NNW of RHALJC (See Fig.10). However, the volume of stormwater flow overwhelms the existing stormwater control devices due, in part, to a drainage trench that is clogged with debris. Consequently, the stormwater discharges into RHALJC ENE boundary. The second significant offsite stormwater source enters from the ESE and SE directions off the entrance road to the SCCC & HGH (See Fig 11). It flows toward the ENE parking lot which is equipped with a six (6) inch concrete curb, drainage inlet and trench drain in front of the curb designed to convey stormwater offsite to the northwest toward the same concrete swale adjacent to QMH. This volume of stormwater sweeps over the existing stormwater management infrastructure in the ENE parking lot and most of it turns almost 90° and flows WSW alongside the SSE façade (See Figs.12 &13). There is a depression along the SSE facade where stormwater accumulates and, reportedly, percolates into an underground pit lined with rocks. Underground pipes connected to the pit discharge the stormwater on the asphalt surface close to the exit of the OVIM parking lot. The stormwater that accumulates in the depression seeps into courtrooms and offices on the SSE side of RHALJC. RHALJC will design and construct a concrete paved waterway/swale along the SSE side of the building to manage stormwater flow along its natural path (See Attachment D St. Croix Superior Courthouse Concrete Paved Waterway Design for more detail). RHALJC will perform soil excavation to develop footings for 2 ADA bathrooms just next to the main security entrance on the NNW façade and for an A/C condenser building adjacent to the pump room on the WSW facade. The areas where excavation work will occur (i.e., entire SSE façade and portions of the ENE and WSW façade) will be surrounded by a silt fence (See Attachment G Sedimentation and Erosion Site Plan). The contractor will also place sloped sodded earth on selected sections of the SSE façade inside of the silt fencing to ensure that in the event of rainfall, soil will be held in place and not migrate or be transported from the site by rain or wind. Silt fencing will also be erected from the pump house on the SWS façade around the NNW façade and terminate at the main security entrance (See Attachment G Sedimentation and Erosion Control Site Plan). The silt fencing will remain in place and be maintained throughout the demolition and construction phases. Other BMPs include covering any exposed soil at the end of the work day and use of minimal wet suppression, if deemed necessary. 15 Figure 9 St. Croix Central High School SW Discharge National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000 250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/6/2024 at 11:24 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 64°47'12"W 17°43'43"N 64°46'35"W 17°43'8"N Basemap Imagery Source: USGS National Map 2023 Figure 8 RHALJC FEMA Flood Zone Map 16 Figure 11 Location of SW entry from HGH entry road into Eastern Parking Lot Figure 10 Concrete Swale Southern Side of Queen Mary's Highway 17 Figure 13 Southern Side RHALJC ENE to WSW View Figure 12 Southside of RHALJC WSW to ENE View 18 7.0 FRESH WATER RESOURCES The RHALJC public water system is supplied by two sources of water. The primary source is rain via roof catchment and secondary source is potable water from the Virgin Islands Water and Power Authority. RHALJC relies on rain as the preferred source to supply the facility. The RHALJC public water system includes a 30,135ft2 roof catchment surface, gutters (size), down spouts and 2 cisterns with a storage capacity of 140,400 gallons. 8.0 OCEANOGRAPHY (Not applicable) 9.0 TERRESTRIAL RESOURCES A biological survey was conducted at the RHALJC on [DATE]. This inventory covers vegetation on the grounds of the Virgin Islands Superior Court. The approach involved walking throughout the site documenting observations in writing and photographs. It was initiated at the northern entrance of the building, then continued along the eastern boundary. It continued to the southern boundary, then along the western boundary, and was concluded back at the entrance. The site is maintained with a mowed lawn and mature trees throughout the grounds and landscaped ornamentals around the building. The property is surrounded by semi-deciduous forest to the north and south, pastureland to the west and developed land to the east. Species identified as Federally Endangered Plant Species on St. Croix are Agave eggersiana, Buxus vahlii, and Catesbaea melanocarpa. Although native shrubs and herbs were found, very few native trees were present. These were Cordia dentata (Manjack), Sideroxylon foetidissimum (Mast Wood) and Capparis indica. None of these are considered as Virgin Island Heritage species. Other non-native trees such as Melicoccus bijugatus (Kenip), Saman samanea (Rain Tree), Tamarindus indica (Tamarind) and Swietenia mahagoni (West Indian Mahogany) were present and are considered as Heritage Species. In order to prune or remove a tree listed as a Virgin Islands Heritage Species, one must apply to the Virgin Islands Department of Agriculture for a permit. Please see survey for other species found. Birds were documented by visual and auditory identification. No rare, threatened, or endangered species were noted during the inventory, but the Anolis acutus is an endemic lizard species was observed. No Federally Endangered plant or animal species were found in this survey. See Listing of all of the observations made during the survey in Attachment H. 19 10.0 ENDANGERED SPECIES ACT Section 7 of the Endangered Species Act requires Federal agencies to “request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action” for any project that is conducted, permitted, funded, of licensed by any Federal agency. A letter from the local office and a species list which fulfils this requirement can only be obtained by requesting and official species list from either the Regulatory Review section in IPaC (Information for Planning and Consultation) of the US Fish and Wildlife Service or from the local field office. Accordingly, a request was made on June 11, 2024 for an official species list regarding the proposed action at the R.H. Amphlett Leader Justice Complex to the U.S. Secretary of the Interior. In response to this request, the Caribbean Ecological Services Field Office of the USFWS issued the following resource list for information purposes only. “There are no listed species or critical habitats expected to occur at this location.” This statement applies to endangered species and NOAA Fisheries. 10.1 USFWS NATIONAL WILDLIFE REFUGE LANDS and FISH HATCHERIES The USFWS Caribbean Ecological Field Office resource species list indicates that: “There are no refuge lands at this location” and “There are no fish hatcheries at this location.” 10.2 MIGRATORY BIRDS The USFWS Caribbean Ecological Field Office resource species list indicates that: “The data in this location indicates there are no migratory birds of conservation concern expected to occur in this area.” 10.3 WETLANDS The USFWS Caribbean Ecological Field Office resource species list indicates that: “This location did not intersect any wetlands mapped by NWI.” 20 11.0 AIR QUALITY The United States Virgin Islands is located in a Class II air quality region and must comply with the National Air Ambient Quality Standards. The Department of Planning and Natural Resources (DPNR) is the state regulatory agency enforcing the Clean Air Act and the Title VI Air Pollution Control Act through administration of the Air Pollution Control Program. According to DPNR’s Division of Environmental Protection 2020 U.S Virgin Islands Monitoring Network Plan, the U.S. Environmental Protection Agency regulations at 40 CFR Part 58 does not require monitoring for CO, O3, NO2, PM10, and PM2.5 based on population. From an air pollution source perspective, 40 CFR Part 58 also does not require monitoring for SO2 and Pb. Still, the Division of Environmental Protection (DEP) currently operates two (2) monitoring stations for particulate matter: one (1) station is located on St. Croix in Bethlehem Village, and the other is on St. Thomas in Vendor’s Plaza. Therefore, the particulate matter monitor on St. Croix is approximately 1.2 miles from the project site. As indicated only very small areas on the site will be disturbed for short periods of time. During construction activities, the selected Contractor will apply a wet suppression method light watering technique frequently to control dust resuspension, if necessary, and cover any exposed soil piles. Is should be noted that since running 3-year summaries are generated from these data to compare with the standard. The annual standard for PM2.5 is 12.0µg/m3, averaged over three years, therefore, data useability for determining impact from RHALJC project is at best questionable. PM10 or less in diameter is produced by dust from construction sites, wildfires, and industrial sources. The National Ambient Air Quality Standard for PM10 24-hour standard is 150µg/m3. RHALJC will adhere to the following BMPs.  Execute work by methods to minimize release of fugitive dust from construction operations.  Provide positive means to prevent dust dispersion into atmosphere and over adjacent properties.  Provide dust-proof enclosures to prevent the entry of dust generated outdoors.  Provide dust-proof barriers between construction areas. 21 12.0 IMPACTS ON MAN’S ENVIRONMENT RHALJC, zoned P is surrounded by properties MTR 23-AA Kingshill to the south, 22A Upper Bethlehem to the north, 21 Upper Bethlehem to the northwest all are also zoned public along with TRACT 3 Upper Bethlehem to the east z6oned public and R-2. There are two other zone designations adjacent to the site and they are 1 Vicorp Land zoned A- 1 to the southwest and Plots 1, 2, 2A, 3, 4, 5, 6, 6-A,7, 8, 9 & 10 Kingshill Public Village to the northeast zoned R-1. There are nine Areas of Particular Concern on St. Croix and they are:  Christiansted Waterfront,  Salt River,  Southgate Pond - Chenay Bay,  St. Croix Coral Reef System,  East End,  Great Pond & Great Pond Bay,  Southshore Industrial Area,  Sandy Point,  Frederiksted Waterfront. The closest APC to the project site is the Southshore Industrial Area. It is approximately two (2) miles away to the south. The Bethlehem Gut which runs perpendicular to the WSW boundary is approximately 2000-feet away down gradient also to the south. 13.0 LAND AND WATER USE PLANS According to The Virgin Islands Comprehensive Land and Water Use Plan document significant plans have been prepared for various USVI agencies as far back as 1917 with one of the first plans, the Barano Plan, developed and completed in 1954 in the post-military occupation era. Several other efforts produced a document referred to as The Virgin Islands Comprehensive Land and Water Use Plan that was never formally passed or approved by the Legislature of the Virgin Islands. Those valuable early planning efforts provided the basis for our current zoning laws and aspects of natural resource and environmental protection guidelines. However, while the local Coastal Zone Management Program addressed some of the Territory’s environmental and ecological concerns, and provides a growth management mechanism, the Virgin Islands of the United States does not have an approved Comprehensive Land and Water Use Plan. However, the CZM program treats coastlines as unique places where particular types of development are prioritized, and also balance the need for coastal access with resource protection and retention of natural areas. Recently, the Department of Planning and Natural 22 Resources began an effort in February of 2023 to develop a comprehensive land and water use plan and the planning process is currently underway with the release of the first draft currently undergoing a review and comment period. Recently, on June 27, 2024, DPNR held another series of Town Hall Meetings across the territory to review strategies in a “round robin” small group format. A full review by the public of the developing document could occur before the fall of 2024. In concert with the VI Coastal Zone Management Act, the Coastal Barrier Resources Act encourages conservation of storm-prone and dynamic coastal barriers through the coastal barrier resources system. Through the Coastal Barriers Resources Act, the U.S. Fish and Wildlife Service’s primary responsibility is conserving and managing fish, wildlife, plants and their habitats. Mapped areas are CBRS units. There are eleven such areas designated as mapped units on St. Croix and they include:  Rust Up Twist Unit VI-01;  Salt River Bay Unit VI-02;  Altona Lagoon Unit VI-03;  Southgate Pond Unit VI-04_VI-04P;  Coakley Bay Unit VI-05;  Robin Bay Unit VI-06;  Great Pond Unit VI-07;  Canegarden Bay Unit VI-08;  Ruth Cay VI-09;  Long Point Unit VI-10; and  West End Salt Pond; Unit VI-11 Fig. 14 below depicts five (5) of the eleven CBRS units that are closest to the RHALJC. Unit VI -09 Ruth Cay, the closest of the five, is 1.88 miles away from the site. 23 Figure 14 Location of RHALJC Relative 5 Closest CBRS Units 14.0 VISUAL IMPACTS This courthouse was designed by Richard E. Barringer in 1983. He is known for several large government developments on the island such as the main building of the College of the Virgin Islands and several elementary and high schools. These structures have become iconic in the St. Croix landscape and are distinct in their design fenestrations. For the roof repairs being undertaken by the Judiciary retain the original design executed by Barringer while hardening the structure to meet present building codes. The main entrance to the facility which is open and without an enclosure is slated to become sealed with a ballistic proof curtain wall. The glazing used will preserve the open and well-lit RHALJC 5 CBRS UNITS 24 characteristics of the entrance while ensuring the courthouse entrance is protected from attack. It will also reduce the manpower that is presently required to secure the facility on a 24-hour basis. The courtroom located on the ground level on the south-southeast facade flooded during Hurricane Maria due to the lack of proper drainage along this part of the complex. A new swale to mitigate and properly channel the water flow along the building's southern boundary is part of the proposed scope of work. This infrastructure enhancement will allow water to flow away from the structure and will also improve the aesthetics along this building facade. Finally, the existing open aired interior courtyard which flooded during Hurricane Maria is slated to be covered with a curved space frame structure with corrugated translucent roof panels. This feature will preserve the light in the existing courtyard while protecting it from high wind load and rain events. All additions proposed for the facility respect its original design which bringing the facility up to present building code requirements, protection standards and expanded functional spaces. All work proposed will be done while the courthouse remains fully functioning and operational. 15.0 SOCIAL AND ECONOMIC IMPACTS As the RHALJC development progresses from the current due diligence phase to the design and implementation phases, the Government of the Virgin Islands and local vendors will realize fiscal and economic benefits. Estimates of projected benefits will be based on current values associated with construction costs, retail sales activity and other factors. Input will be gathered from the US Virgin Islands Economic Development Commission, US Virgin Islands Department of Labor and other relevant government and industry sources. Economic and fiscal estimates will be based on sales estimates. The analysis of fiscal and economic benefits will consider two phases: construction and ongoing operations. Construction benefits will be considered a one-time activity since they are realized when site development improvements are made. Ongoing benefits accrue from business operations. There will be direct and secondary fiscal and economic benefits. Direct benefits will show up as the initial financial construction investment, job creation and tax revenues. Indirect benefits are those that will result from construction and permanent employment spending. Applicable tax revenues include gross receipts and payroll. Therefore, RHALJC project will promote economic development and growth by providing new job opportunities and serve as an additional revenue stream for an economy that currently relies on tourism. Approximately, 10 new jobs will result in the near term from the planning, design and construction phases, and in the long term the 25 project will provide approximately seventy (70) jobs with over sixty (60) locally employed individuals for a duration of just under one (1) year. 16.0 HISTORICAL AND ARCHAEOLOGICAL RESOURCES On behalf of RHALJC, a request was made to the State Historic Preservation Office of the Division of Historic Preservation for a determination on the need for a Phase I archaeological survey. Based on the recommendation of the Senior Archaeologist, the SHPO has indicated that a cultural resource Phase I survey will not be required for this site. RHALJC standard procedure is to notify the Division of Historic Preservation immediately if any suspected cultural resources are discovered in the course of implementing the project. 17.0 WASTE DISPOSAL AND ACCIDENT SPILLS In concert with environmentally conscious solid waste management practices to reduce, reuse and recycle, every effort will be made to minimize the impact of this project on the island’s solid waste management facilities. To the extent practicable and in consultation with the Virgin Islands Waste Management Authority, recyclable construction wastes will be reused or recycled. According to the contractual General Requirements, the contractor is responsible for installing an onsite trailer for their operations including portable bathroom facilities for staff and construction workers. Local contractors will transport sewage generated onsite to the Harold G. Thompson wastewater treatment plant. All demolition material and debris will be the contractor’s property who is responsible for removal and disposal in a Government of Virgin Islands (GVI) or federally approved facility. According to the USVI 2019 Residential Waste Characterization, St. Croix received an estimated 82,740 tons of solid waste at the Anguilla Landfill. Approximately 42% of the materials sorted are considered recyclable in most areas, while another 14% are considered compostable so there is an opportunity to reduce by approximately 56% the overall waste generated by the project and would otherwise go to the landfill as intake waste. Project activities will generate solid wastes including a minimal amount of soil from excavation of surfaces which will be appropriately handled. It will also generate construction waste, possibly used oils and packaging debris. RHALJC will avoid intermingling of wastes and will manage all substances that exhibit hazardous waste characteristics properly to prevent a release to the environment. RHALJC contractors will adhere to all required federal and local requirements for treatment, storage and disposal including, regulations that govern universal waste management. 26 The following are recommended waste removal procedures. A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. Provide suitable containers onsite to store recyclable materials and locate containers holding flammable material outside of structures unless otherwise approved by DPNR or the VIWMA. D. Dismantle salvageable material to such a size that it can be readily handled and delivered to a designated storage area. E. Remove any rejected materials from the site. F. Transport unsalvageable concrete, concrete block, bricks, and piping to a waste disposal site approved by regulatory agencies. G. All other materials shall be hauled by the Contractor to a waste disposal site that has been approved by regulatory authorities. H. Remove and dispose of properly any contaminated materials identified on site according to DPNR and USEPA’s requirements. I. Manage all fluorescent lamps or other bulbs that are regulated under 40 C.F.R. Part 273 Standards for Universal Waste Management, Part 273.5 Lamps and that exhibit properties of a toxicity characteristic waste according to the SOP provided in Attachment H. 27 18.0 REFERENCES Soil Survey, Virgin Islands of the United States, United States Department of Agriculture, National Resource Conservation Service. Bowden, M.J. et. al., 1969. Climate, water balance and climatic change in the north- west Virgin Islands. Caribbean Research Institute, CVI, St. Thomas, Virgin Islands. Horsley Witten Group, 2022. Virgin Islands Environmental Protection Handbook: A Guide to Stormwater Management Standards and Control Measures, Prepared for VI Department of Planning and Natural Resources, Division of Environmental Protection. Donnelly, T 1966. Geology of St. Thomas and St. John, U.S. Virgin Islands. In: Hess, H. (ed.) Caribbean geological investigations. Geol Soc. Amer. Mem. 98:85- 176. Gill, Ivan P. and D.K. Hubbard. 1986. Subsurface Geology of the St. Croix Carbonate Rock System, Technical Report No. 26, Caribbean Research Institute, College of the Virgin Islands, 71 pp. Gershman, Brickner & Bratton, INC (GBB) 2009 Waste Stream Characterization Study, Prepared for the Virgin Islands Waste Management Authority. Hays,W.W. 1984. Evaluation of the earthquake-shaking hazard in Puerto Rico and the Virgin Islands. Island Resources Foundation. 1977. Marine environments of the Virgin Islands. Technical Supplement No.1 1976. Prepared for the Virgin Islands Planning Office. Dr. Greg Guannel, Ariel Stolz, University of the Virgin Islands’ Caribbean Green Technology Center, U.S. Virgin Islands 2019 Residential Waste Characterization. 28 COASTAL CONSISTENCY Goal: 903(b)(1)… protect, maintain, preserve and, where feasible, enhance and restore, the overall quality of the environment in the coastal zone, the natural and man-made resources therein, and the scenic and historic resources of the coastal zone for the benefit of residents of and visitors of the United States Virgin Islands; RHALJC project occurs far enough inland, as delineated in Fig. 16 below, that it will not affect the overall quality of the coastal zone environment. It should be noted that throughout all phases of this project, from pre-demolition to post construction, implementation of erosion and sediment control, and stormwater management systems will result in effective control of stormwater run-on and runoff and minimization of any potential sediment related pollution. Also, project activities will not alter the natural drainage path of stormwater. Moreover, the nearest shoreline to the site, Canegarden Bay, is approximately 2 miles away. 10,293ft Figure 16 RHALJC Distance to Closest Shoreline 29 Goal: 903(b)(2)… promote economic development and growth in the coastal zone and consider the need for development of greater than territorial concern by managing: (1) the impacts of human activity and (2) the use and development of renewable and nonrenewable resources so as to maintain and enhance the long-term productivity of the coastal environment; RHALJC harvests rainwater as part of the green initiative component of the project which provides the environmental benefit of reducing runoff since the water is captured and reused. This practice also reduces costs associated with consumption of potable water. Goal: 903(b)(3)… assure priority for coastal-dependent development over other development in the coastal zone by reserving areas suitable for commercial uses including hotels and related facilities, industrial uses including port and marine facilities, and recreation uses; By virtue of its location which is practically in the middle of the island and far away from coastlines, the RHALJC project does not interfere or inhibit furtherance of the Coastal Zone Management Act preference for prioritizing coastal areas for coastal- dependent projects such as hotels, port, marine facilities and recreation. Owing to the fact that the RHALJC project does not occur in coastal areas it intrinsically prioritizes coastal dependent projects for development of marine parks and sanctuaries for the enjoyment of nature enthusiasts and the general public. Goal: 903(b)(4)… assure the orderly, balanced utilization and conservation of the resources of the coastal zone, taking into account the social and economic needs of the residents of the United States Virgin Islands; In addition to the strategic utilization of rain described above, the RHALJC partial demolition and construction project addresses the socioeconomic needs of USVI residents. Better criminal justice facilities infuses a communities with confidence regarding criminal justice outcomes. That confidence lends itself to a positive outlook on life rather than engaging in self-victimization. It affords shift to the radical policy of more social justice and less criminal justice as a means toward safe and decent communities. Increased confidence in the criminal justice system allows young men to believe that following a nonviolent path could lead to a better and more productive life. Accordingly, the jobs that are created as a direct result of the RHALJC project provides an avenue for members of the community to benefit economically, as well as for the Government of the Virgin Islands as a whole. Recognizing, though, these 30 benefits accrue but are not driven by a consideration of a balanced utilization and conservation of coastal resources. Goal: 903(b)(5)… preserve, protect and maintain the trust lands and other submerged and filled lands of the United States Virgin Islands so as to promote the general welfare of the people of the United States Virgin Islands; There are several trust lands and submerged lands on/or associated with the island of St. Croix that serve and will continue to serve as safe spaces for Virgin Islanders and the exotic wildlife that inhabit these areas. Along with numerous ephemeral guts, some of these environments include:  approximately 30 acres of the Buck Island Reef National Monument situated off the northeast coast of the island that constitute part of a significant ecological community;  Christiansted National Historic Site covers over seven acres in  Salt River Bay National Historical Park and Ecological Preserve uniquely documents the human and natural Caribbean world from the earliest indigenous settlements in the central Caribbean to their clash with seven different colonial European powers;  Fifteen acres of a trust property in Estate Marienhoj surrounded by forest on all sides, offering a quiet refuge for birds and wildlife;  Forty-two acres in Estate Lowry Hill protecting a natural resource of open undeveloped green space and wildlife habitat; and  Ten acres in the northwest region Estate Spring Garden, part of the largest area of contiguous forest on St. Croix, that protect the headwaters of the Caledonia Valley and serve as catalyst for efforts to preserve lands in the Maroon Ridge/Annaly Bay area and has high ecological and historical value. The RHALJC project promotes the general welfare of the people since it does not impact any trust resources or other submerged/filled lands on St. Croix. Goal: 903(b)(6)… preserve what has been a tradition and protect what has become a right of the public by insuring that the public, individually and collectively, has and shall continue to have the right to use and enjoy the shorelines and to maximize public access to and along the shorelines consistent with constitutionally-protected rights of private property owners; 31 The RHALJC project does not infringe on the right of all Virgin Islanders, individually and collectively to enjoy and maximize public access to shorelines consistent with the constitutionally protected rights of private property owners. As delineated in Figure 16 above, the project is centrally located and occurs far away from coastal resources. Goal: 903(b)(7)… promote and provide affordable and diverse public recreational opportunities in the coastal zone for all residents of the United States Virgin Islands through acquisition, development and restoration of areas consistent with sound resource conservation principles; The RHALJC will not impact public recreational activities in the coastal or any other areas on island or elsewhere. Goal: 903(b)(8)… conserve ecologically significant resource areas for their contribution to marine productivity and value as wildlife habitats, and preserve the function and integrity of reefs, marine meadows, salt ponds, mangroves and other significant natural areas; The partial demolition and construction project only occurs on a site that is 6.05-acres and on previously disturbed and developed land. It occurs far inland and will not impact any of the nine Areas of Particular Concern or eleven Coastal Barrier Resources System locations on St. Croix. On June 11, 2024, the US Department of Interior Fish and Wildlife Service provided an analysis of any threatened and endangered species including proposed species that may occur in the project location or may be affected by this project. Through USDOI’s Caribbean Ecological Services Field Office, the report indicated that:  There is a total of 0 threatened, endangered, or candidate species on this species list.  There are no critical habitats within your project area under this office’s jurisdiction.  There are no refuge lands or fish hatcheries within your project area.  There are no FWS migratory birds of concern within the vicinity of your project area.  There are no wetlands within your project area. Further, a biological survey conducted by Rudy O’Reilly did not observe any threatened or endangered species associated with the site. However, several non-native trees such 32 as Melicoccus bijugatus (Kenip), Saman samanea (Rain Tree), Tamarindus indica (Tamarind) and Swietenia mahagoni (West Indian Mahogany) were present and are considered as Heritage Species. In order to prune or remove a tree listed as a Virgin Islands Heritage Species, one must apply to the Virgin Islands Department of Agriculture for a permit. Goal: 903(b)(9)… maintain or increase coastal water quality through control of erosion, sedimentation, runoff, siltation and sewage discharge; The RHALJC the stormwater management system contains site perimeter controls such silt fencing, sloped sodded earth includes a series of best management practices to limit the potential for erosion or sediment transport by rain or wind. It also features roof catchment of rain reducing the amount of stormwater that could be generated by the site. To better manage significant sources of offsite stormwater, a new swale to mitigate and properly channel the water flow along the building's south-southeast boundary is part of the proposed scope of work. This infrastructure enhancement will allow water to flow away from the structure and will also improve the aesthetics along this building facade. Again, the JFLHMC project occurs over 10, 000 feet away from the nearest coastline and the Bethlehem Gut is over 2,000 feet from the site. This facility is connected to the VI Wastewater Management Sewerage System. During demolition and construction, temporary sanitary devices, such as portable toilets, situated throughout the site, will be used to collect sewage generated on site. The contents of portable toilets will be periodically collected with a vacuum truck and transported directly to the Harold G. Thompson Wastewater Treatment Plant for disposal at a designated location or manhole and subsequently treated to meet secondary effluent standards. Secondary effluent standards are typically 85% removal of biological oxygen demand (BOD) and total suspended solids (TSS), as well as a standard for coliform bacteria appropriate to meet the designated uses of the water, temperature, phosphorus and oil and grease. The wastewater collection and disposal permit for the portable toilets is issued pursuant to Title 12, Chapter 7, Virgin Islands Code and provisions of Sections 184, 185 and 186 and pursuant to 40 CFR Part 100 Subpart D and is authorized by the Virgin Islands Waste Management Authority. Consequently, as far as sewage is concerned, the system is designed so that sewage generated during and after completion of the project will be treated to meet secondary effluent standards and not adversely affect coastal water quality. 33 Goal: 903(b)(10)… consolidate the existing regulatory controls applicable to uses of land and water in the coastal zone into a single unified process consistent with the provisions of this chapter, and coordinate therewith the various regulatory requirements of the United States Government; Since the Government of the Virgin Islands of the United States is authorized by the US Environmental Protection Agency to administer several environmental programs, existing regulatory controls applicable to land and water use issues and coordination of various Federal regulatory requirements are unified and extremely prominent throughout the VICZM permitting process for the RHALJC project. Through the federal Clean Water Act (CWA), DPNR administers the Virgin Islands Water Pollution Control (VIWPC) Program, pursuant to Title 12 Chapter 7 of the Virgin Islands Code which regulates the discharge of pollutants into waters of the Virgin Islands and allows management of hazardous substances that are directly regulated under the Federal Resource Recovery and Conservation Act. The VIWPC program also covers the ambient water quality monitoring (Section 106 of the CWA and nonpoint source pollution (Section 319 of the CWA) which are critical components of controlling pollution from development projects. Toward compliance with the provisions of the Clean Water Act, 33 USC § 1251 et. Seq., as amended by the Water Quality Act of 1987,P.L.100-4, and the VI Water Pollution Control Act, operators of stormwater discharges associated with industrial activity must apply for authorization to discharge. A Construction General Permit (VIGSA0000) will be required for stormwater runoff with construction activities on properties in excess of one acre. If CGP is required, the following will be generated:  A Notice of Intent (NOI) per the DPNR;  A Stormwater Pollution Prevention Plan (SWPPP); and  A Notice of Termination (NOT) will be submitted upon completion of construction activities. The stormwater design will include studying onsite and offsite drainage basins based on topographic surveys provided for the site and using the USVI Geospatial Information System Division hosted by VIMapGeo to estimate the drainage basins contributing stormwater runoff. The onsite grading and drainage plan will incorporate trench drains, parking lot inlets and landscape area drains. The pre-development system will be evaluated to determine peak discharge rates. The final design will not exceed pre- development peak storm water discharge rates. Under the Clean Air Act, air pollution is addressed by the local environmental regulatory agency through the Virgin Islands Air Pollution Control Act under the Title 34 V operating permit and other programs. Devices, such as generators, that emit conventional and other hazardous air pollutants, are regulated to ensure protection of air quality. All of the water served from the RHALJC to employess must comply with the federal Safe Drinking Water Act and Primary and Secondary Drinking Water Standards as per the Virgin Islands Safe Drinking Water Act. Goal: 903(b)(11)… promote public participation in decisions affecting coastal planning conservation and development. The Federal Consistency review procedure is conducted through the VICZM permitting process that includes the oversight by CZM committee. It typically involves a pre- application meeting, a completeness determination, an internal review and a 30-day comment period. Subsequently, a public hearing is held where any resident or other interested persons can testify and have their concerns documented in the official record and offer suggestions for minimizing their view of potential unwanted impacts. On the other hand, it can be approved with special conditions or even with recommendations that the project as proposed be rejected by the CZM Committee. Consequently, the proposed RHALJC partial demolition and reconstruction project satisfies the public participation requirements set forth in the Virgin Islands Coastal Zone Management Program and will be conducted in a manner consistent with such program. 35 ATTACHMENT A 36 ATTACHMENT B Roof Retrofit Calculations: Superior Court of the Virgin Islands 16g 1.83 in. Hugger, Corru-Fit June 2024 Contents 1 Existing roof system 1 1.1 Build existing roof . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.2 Show purlin geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.3 Existing roof system strength: gravity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.4 Existing roof system deflection and failure location: gravity . . . . . . . . . . . . . . . . . . . 2 2 Roof Hugger retrofitted roof system 3 2.1 Add Roof Hugger and new roof panel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2 Show purlin + Roof Hugger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.3 Retrofitted roof system strength: gravity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.4 Retrofitted roof system deflection and failure location: gravity . . . . . . . . . . . . . . . . . . 4 i 1 Existing roof system using RoofHugger 1.1 Build existing roof purlin_types = ["Z8x2.5 060"] purlin_spans = (25.0, 25.0, 25.0, 25.0, 25.0); #ft purlin_size_span_assignment = (1, 1, 1, 1, 1); purlin_laps = (12.0/12, 12.0/12, 12.0/12, 12.0/12, 12.0/12, 12.0/12, 12.0/12, 12.0/12); purlin_spacing = 2 + 10/12 #ft frame_flange_width = 6.0 #in roof_slope = -6/12 existing_deck_type = "PBR 26 gauge"; purlin_frame_connection = "Direct"; 1.2 Show purlin geometry 1 1.3 Existing roof system strength: gravity round(purlin_line.applied_pressure * 1000 * 144, digits=1) * u"lbf/ft^2" 26.6 lbf ft−2 1.4 Existing roof system deflection and failure location: gravity 2 2 Roof Hugger retrofitted roof system 2.1 Add Roof Hugger and new roof panel roof_hugger_type = "Corrufit 1.83 16g"; new_deck_type = "Trapezoidal SS 24 24 gauge"; roof_hugger_material_properties = [(29500.0, 0.30, 50.0, 65.0)]; #E, ν, Fy, Fu 2.2 Show purlin + Roof Hugger 2.3 Retrofitted roof system strength: gravity round(roof_hugger_purlin_line.applied_pressure * 1000 * 144, digits=1) * u"lbf/ft^2" 34.4 lbf ft−2 3 2.4 Retrofitted roof system deflection and failure location: gravity 4 37 ATTACHMENT C RENOVATION OF SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 PHASE II REISSUE 12.15.2023 ARCHITECTS: TALLER LARJAS, LLC IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. 2185 Queen Street Christiansted, St. Croix USVI 00820-4822 340.779.3039 info@tallerlarjas.com CIVIL ENGINEERS: ANTILLEAN ENGINEERS, INC. 1B Estate Clifton Hill. St Croix, VI 00850 340.778.8828 antilleanengineersvi@gmail.com STRUCTURAL ENGINEERS: HECTOR M. RIVERA, P.E. 5002C N Grapetree Bay Christiansted, VI 00820-4894 787.943.7565 heckeyseo@gmail.com M.E.P. ENGINEERS: GUSTAVO SOLANO, P.E. 7410 SW 48 Street Miami, Florida 33155 305.665.6151 guso@bellsouth.net SITE MAP ISLAND MAP GENERAL SPECIFICATIONS 1. -GENERAL REQUIREMENTS: 1.1 THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. 1.2 ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODE AND CONVENTIONAL GUIDELINES. 1.3 ALL WORK SHALL BE PERFORMED IN THE MOST PROFESSIONAL MANNER BY MECHANICS SKILLED AND LICENSED IN THEIR RESPECTIVE TRADES. 1.4 THESE PLANS MAY BE USED UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE SAFETY LAWS, RULES AND REGULATIONS ARE BEING OBSERVED. COMPLIANCE WITH SUCH SAFETY LAWS, RULES AND REGULATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5 THE ARCHITECT SHALL BE PROVIDED WITH SHOP DRAWINGS OR SAMPLES OF A CUSTOM FABRICATED ITEM PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE CONSULTED FOR THOSE ITEMS NOT SHOWN IN THE DRAWINGS. SUBSTITUTIONS SHALL BE PERMITTED ONLY UPON WRITTEN CONSENT OF THE ARCHITECT. 1.6 WRITTEN DIMENSIONS HAVE PRECENDENCE OVER SCALED DIMENSIONS. DETAILS ON DETAIL SHEETS HAVE PRECEDENCE OVER DETAILS ON ARCHITECTURAL SHEETS. 1.7 CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 1.8 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, APPROVALS AND TAXES NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE NOTED. (SUBMITTAL PROCEDURES) 1.9 SHOP DRAWINGS: A. PROJECTS WILL REQUIRE ONE COPY OF SHOP DRAWINGS TO BE SUBMITTED TO THE CLIENT REPRESENTATIVE, AS WELL AS USUAL SUBMITTALS TO THE DESIGN A/E. BOTH PARTIES WILL REVIEW THE SHOP DRAWINGS AND REVIEW COMMENTS WILL BE SUBMITTED TO DESIGN A/E THROUGH THE CLIENT REP. B. LOG: A/E AND CONTRACTOR SHALL SUBMIT LOG SUBMITTALS SHOWING SPECIFICATION PARAGRAPH, CUT SHEET, DATE SENT/RECEIVED/RETURNED, DISPOSITION, AND FOLLOW UP. 1.10 CONTRACTOR IS RESPONSIBLE FOR INSTALLING ON SITE A TRAILER FOR THEIR OPERATIONS INCLUDING PORTABLE BATHROOM FACILITIES FOR THE STAFF AND CONSTRUCTION WORKERS. ALL POWER, COMMUNICATION AND INTERNET SERVICES WILL BE BORNE BY CONTRACTOR IN THESE PREMISES. 1.11 CONTRACTOR CAN DISREGARD ANY SECTION OF THE GENERAL NOTES THAT IS NOT APPLICABLE TO WORK DEFINED AND TO BE EXECUTED IN THE CONSTRUCTION DOCUMENTS. 2. - EXISTING CONDITIONS: (DEMOLITION) 2.1 UNLESS OTHERWISE INDICATED, DEMOLITION MATERIAL BECOME CONTRACTOR'S PROPERTY. REMOVAL OF ANY CONSTRUCTION DEBRIS WILL BE BORNE BY CONTRACTOR AND DISPOSED OF IN A GVI APPROVED FACILITY ON ISLAND OR FEDERALLY APPROVED FOR ANY OFF ISLAND DEBRIS. 2.2 IF APPLICABLE, CONDUCT DEMOLITON WITHOUT DISRUPTING OWNER'S OCCUPATION OF BUILDING OR PROPERTY. 2.3 IF APPLICABLE, MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BY PASS CONNECTIONS TO OTHER PARTS OF BUILDING. 2.4 IF APPLICABLE, LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND CAP OFF, UTILITY SERVICE TO BE DEMOLISHED. 2.5 EMPLOY CERTIFIED, LICENSED EXTERMINATOR TO TREAT SITE AND/ OR BUILDING AND TO CONTROL RODENTS AND VERMIN. 2.6 CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING(S) AND OR SITE IMPROVEMENTS. 2.7 IF APPLICABLE, PROVIDE AND MAINTAIN SHORING, BRACING OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE. 2.8 IF APPLICABLE, PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. 2.9 IF APPLICABLE, PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. ERECT AND MAINTAIN DUSTPROOF PARTITION. COVER AND PROTECT ANY REMAINING FURNITURE, FURNISHINGS AND EQUIPMENT. 2.10 IF APPLICABLE, PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY THE DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 2.11 IF APPLICABLE, PROMPTLY REMOVE DEMOLISHED MATERIAL FROM SITE/ OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. 2.12 CONTRACTOR IS RESPONSIBLE FOR KEEP A CLEAN AND ORDERLY CONSTRUCTION SITE AT ALL TIMES SINCE THIS A FULLY OPERATIONAL COURTHOUSE DURING THE LIFE SPAN OF CONSTRUCTION. (SITEWORK) 2.12 THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE EASEMENTS ARE NOT ENCROACHED AND AND SETBACKS ARE NOT ENCROACHED UPON. 2.13 ELECTRICAL POWER, TELEPHONE, WATER AND SEWER (IF APPLICABLE) SHALL BE RUN UNDERGROUND. 2.14 CONTRACTOR HAVING REMOVED ALL CONSTRUCTION DEBRIS SHALL LEAVE THE SITE UNIFORMLY GRADED, INCLUDING ALL AREAS UNDER BUILDING. 3. -CONCRETE: 3.1 MORTAR A. MORTAR OR GROUT PLACED ON HORIZONTAL CONSTRUCTION JOINTS SHALL BE A MIXTURE OF CEMENT, SAND AND WATER IN SAME PROPORTIONS USED IN THE CONCRETE BUT WITH COARSE AGGREGATE OMITTED. B. MORTAR USED FOR REPAIR OF CONCRETE SHALL BE MADE OF THE SAME MATERIALS USED FOR CONCRETE, EXCEPT THAT THE COARSE AGGREGATE SHALL BE OMITTED AND THE MORTAR SHALL CONSIST OF NOT MORE THAN ONE PART CEMENT TO TWO AND ONE-HALF PARTS SAND BY DAMP LOOSE VOLUMNE. THE QUANTITY OF MIXING WATER SHALL BE NO MORE THAN NECESSARY FOR HANDLING AND PLACING. 5. -METALS: 5.1 GENERAL: UNLESS OTHERWISE INDICATED, PROVIDE TYPE 304 STAINLESS-STEEL FASTENERS FOR EXTERIOR USE AND ZINC-PLATED FASTENERS WITH COATING COMPLYING WITH ASTM B 633 OR ASTM F 1941, CLASS FE/ZN 5, AT EXTERIOR WALLS. PROVIDE STAINLESS-STELL FASTENERS FOR FASTENING ALUMIMUM. SELECT FASTENERS FOR TYPE, GRADE, AND CLASS REQUIRED. 5.2 FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN-PLACE CONSTRUCTION. PROVIDE THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH BOLTS, LAG BOLTS, WOOD SCREWS, AND OTHER CONNECTIONS. 5.3 ADJUSTING AND CLEANING A. TOUCH UP PAINTING: CLEANING AND TOUCHUP PAINTING TO MATCH MANUFACTURER'S SPECIFICATIONS. B. GALVANIZED SURFACES: CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS AND REPAIR GALVANIZING TO COMPLY WITH ASTM A 780 6. -WOOD & PLASTICS: 6.1 LUMBER SHALL BE THOROUGHLY SEASONED AND FREE OF WARP THAT CANNOT BE CORRECTED BY BRIDGING AND NAILING. 6.2 ALL WOOD SHOULD BE PRESSURE TREATED UNLESS OTHERWISE NOTED. 6.3 WOODWORK, WHICH IS TO BE PAINTED SHALL HAVE EXPOSED SURFACE FREE OF DEFECTS, PLYWOOD SHALL BE GRADE A AT PAINTED SURFACES. 7. -THERMAL & MOISTURE PROTECTION: (PREPARATION) 7.1 COORDINATE METAL ROOFING W/ RAIN DRAINAGE WORK, FLASHING, TRIM, ROOF DECKING REPLACEMENT, AND OTHER ADJOINING WORK TO PROVIDE A PERMANENTLY LEAK PROOF, SECURE, AND NONCORROSIVE INSTALLATION. (INSTALLATION OF METAL ROOFING) 7.2 ANCHOR UNITS OF WORK SECURELY IN PLACE BY METHODS INDICATED ON DRAWINGS AND MANUFACTURER'S SPECIFICATIONS, PROVIDING FOR THERMAL EXPANSION OF METAL UNITS, CONCEAL FASTERNERS WHERE POSSIBLE, AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT AND WEATHERPROOF. (WARRANTY) 7.3 THE MANUFACTURER SHALL PROVIDE A MINIMUM 20 YEAR WARRANTY FOR METAL ROOFING SELECTED FOR JOB. (INSTALLATION OF ELASTOMERIC COATING) 7.4 PREPARE SURFACES FOR COATING APPLICATION AND INSTALL COATINGS AS PER MANUFACTURER'S SPECIFICATIONS. 9. - FINISHES: (PAINTING) 9.1 SURFACES TO BE PAINTED SHALL BE FILLED AND SANDED AS REQUIRED TO REMOVE VISIBLE BLEMISHES. 9.2 OBTAIN BLOCK FILLERS, PRIMERS AND UNDERCOAT MATERIAL FOR EACH COATING SYSTEM FROM SAME MANUFACTURER AS THE FINISH COATS. 9.3 PAINT ALL EXPOSED SURFACES, NEW AND EXISTING, UNLESS OTHERWISE INDICATED. 9.4 DO NOT PAINT PREFINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS AND MATERIALS OBVIOUSLY INTENDED TO BE LEFT EXPOSED. 9.5 COMPLY WITH PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION, ENVIRONMENTAL AND SUBSTRATE CONDITIONS, PRODUCT MIXING AND APPLICATION. 9.6 EXTERIOR PAINT SCHEDULE AS FOLLOWS: A. CONCRETE, STUCCO AND MASONRY: - EGGSHELL/LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND - SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. B. SMOOTH WOOD: - EGGSHELL/ LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND- SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. C. WOOD SHAKES AND ROUGH SIDING: - FLAT ALKYD: 2 COATS ALKYD/ OIL STAIN. D. PLYWOOD: - EGGSHELL/ LOW LUSTER ACRYLIC: 2 COATS OVER PRIMER. BRAND- SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. E. WOOD TRIM: - EGGSHELL/ LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. F. FERROUS METAL: - SEMI-GLOSS ENAMEL/ OIL: 2 COATS OVER RUST-INHIBITIVE PRIMER. BRAND TO BE APPROVED BY ARCHITECT. G. ALUMINUM: - SEMI-GLOSS ENAMEL/OIL: 2 COATS OVER PRIMER. BRAND BY ARCHITECT. 9.8 IF APPLICABLE, PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. (INTERIOR FINISHES) 9.9 DRYWALL MATERIAL SHALL BE 5 8" FOR WALLS AND 5 8" FOR CEILINGS ON USG DRYWALL SUSPENSION SYSTEM UNLESS OTHERWISE INDICATED. DRYWALL AT BATHROOMS, GARAGES, AND EXTERIOR SOFFITS SHALL BE MOISTURE RESISTANT GREEN BOARD OR DUROCK. DRYWALL SHALL BE FIRE RATED AS SPECIFIED IN THE APPLICABLE CODES. 9.10 FLOOR FINISHES SHALL BE AS NOTED IN SCHEDULES. ARCHITECT SHOULD APPROVE TEXTURE & COLOR PRIOR TO THE EXECUTION OF THE WORK. CLEARANCES SHALL ALLOW FOR VARIOUS MATERIAL THICKNESSES. APPLY CLEAR SEALER TO CLEAN TILE FLOORING ACCORDING TO SEALER MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL AND FINISH FLOORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 9.11 EXTERIOR STUCCO FINISH SHALL CONSIST OF A SCRATCH COAT AND SMOOTH FINISH WITHIN 12 HOURS DRYING INTERVALS. ALL CORNERS SHALL BE APPLIED AGAINST WOOD RULERS. TEST SAMPLE SHOULD BE MADE FOR APPROVAL BY ARCHITECT PRIOR TO EXECUTION OF WORK. NO POPCORN FINISHES ARE ALLOWED ON EXTERIOR OR INTERIOR SURFACES. 9.12 IF APPLICABLE, EXISTING FINISHES, WHEN BROKEN OR JOINTED WITH NEW CONSTRUCTION, SHALL BE PATCHED TO MATCH ADJACENT SURFACES. 10.0 SIGNAGE: 10.1 SIGNAGE - NEW OFFICES, ROOMS, LOUNGES, BATHROOMS, ETC. REQUIRING SIGNAGE, ALL SIGNAGE MUST BE IN COMPLIANCE W/ INDUSTRY STANDARDS AS WELL AS ADA REQUIREMENTS. 15. -MECHANICAL/PLUMBING: 15.1 THESE ARE THE BASIC REQUIREMENTS FOR MECHANICAL/PLUMBING RETROFIT INSTALLATIONS AND INCLUDES REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION 15. IT EXPANDS AND SUPPLEMENTS THE REQUIREMENTS SPECIFIED IN SECTIONS OF DIVISION 1. 15.2 PRIOR TO WORK COMMENCING, EXISTING HVAC SYSTEMS SHOULD BE INSPECTED AND VERIFIED TO BE OPERATING AT DESIGNED CAPACITY. 15.3 VERIFY EXISTING EQUIPMENT, COMPONENTS, PIPING, DUCTWORK AND ELECTRICAL CONNECTIONS ARE IN OPTIMUM AND FUNCTIONING CAPACITY AS PER MANUFACTURER'S SPECIFICATIONS. ANY DAMAGED OR NON-CODE COMPLIANT ITEMS MUST BE UPGRADED TO MEET CURRENT MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS. 15.4 ALL HVAC CONDENSATE LINES TO HAVE REQUIRED INSULATION AND CASE COVERS FOR CLEAN AND PROFESSIONAL INSTALLATION. 15.5 HORIZONTAL PIPELINES SHALL HAVE THE FOLLOWING SLOPES, UNLESS OTHERWISE DERIVED FROM SITE CONDITIONS WHICH MUST PROVIDED TO A/E. A. ALL WATER SUPPLY AND WATER DISTRIBUTION: .2% TO .5%. B. SOIL, RAIN WATER DRAINS: 1% TO 2%. (PIPING SYSTEMS TESTING, ADJUSTING & BALANCING) 15.6 EACH SYSTEM (WATER, CONDENSATE) SHALL BE FLUSHED, CHECKED FOR LEAKS, CORROSION INHIBITORS ADDED WHERE APPLICABLE, DISINFECTED FOR DOMESTIC WATER AND OTHERWISE MADE READY FOR ACCEPTANCE. NOTICE OF SUCH TEST WILL BE PROVIDED TO CLIENT AND A/E. 15.7 ALL HVAC PRESSURE TESTS SHALL BE PERFORMED USING CERTIFIED GAUGE WHICH HAS BEEN APPROVED FOR USE BY THE FACILITY'S MANAGER. 15.8 HVAC PRESSURE TESTING NEEDS TO BE CONDUCTED ON THE EXISTING SYSTEM FOR THE ENTIRE BUILDING TO ENSURE RELOCATION OF HVAC EQUIPMENT FUNCTIONS PROPERLY AND AS PER WARRANTY. (AIR SYSTEMS TESTING, ADJUSTING & BALANCING) 15.9 ALL AIR DISTRIBUTION SYSTEMS SHALL BE BALANCED THROUGHOUT BUILDING. 15.10 PROVIDE VERIFICATION THAT SYSTEMS IS OPERATING AT 50% TO 75% OF CAPACITY AS DESIGNED FOR BUILDING. 16. -ELECTRICAL: 16.1 THESE ARE THE BASIC REQUIREMENTS FOR ELECTRICAL INSTALLATIONS AND INCLUDES REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION 16. IT EXPANDS AND SUPPLEMENTS THE REQUIREMENTS SPECIFIED IN SECTIONS OF DIVISION 1. (ROUGH-IN) 16.2 VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPEMENT TO BE CONNECTED.V 16.3 COORDINATE ELECTRICAL EQUIPMENT AND MATERIALS INSTALLATION WITH BUILDING COMPONENTS. 16.4 VERIFY ALL DIMENSIONS IN FIELD. 16.5 SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF ELECTRICAL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK. 16.6 INSTALL ELECTRICAL EQUIPMENT TO FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. 16.7 COORDINATE THE INSTALLATION OF ELECTRICAL MATERIALS AND EQUIPMENT WITH OTHER TRADES. 16.8 COORDINATE CONNECTION OF ELECTRICAL SYSTEMS WITH EXISTING UNDERGROUND UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS, SERVICE COMPANIES, AND CONTROLLING AGENCIES. OBTAIN ALL NECESSARY PERMITS LOCAL JURISDICTION, SERVICE COMPANIES AND CONTROLLING AGENCIES. FROM AND SERVICES. GENERAL NOTES DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC GN-1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN UP DN DN 1 1/8" = 1' - 0" UP EXISTING/DEMOLITION GROUND A B B C C A 25' 25' 10' FLOOR PLAN LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. AREA OF FLOOR TILE DEMOLITION WORK (TYP.) FLOOR AREA: 1441 S.F. BASEBOARD LINEAL FT: 320 L.F. NOTE: AREA OF INTERIOR WALL PARTITION, CEILING, VINYL TILE & BASEBOARD DEMOLITION FLOOR AREA: 2830 S.F. DEMOLISH CANOPY ABOVE 3. SCOPE OF WORK: PHASE 2B & 2C PHASE 2B PHASE 2C WALL SECTION OR WINDOW UNIT TO BE DEMOLISHED (TYP.) NOTE: PHASE 2B DEMOLITION GROUND DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC D-1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - EXISTING/ FLOOR PLAN 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 DN W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E2 E3 E4 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN DN DN DN 1 1/8" = 1' - 0" UPPER FLOOR PLAN ROOM JURY ASSEMBLY GLASS WALL HALLWAY AC COURTYARD 2450 S.F. COVERED HALLWAY 1565 S.F. HALLWAY 678 S.F. AIR CONDITIONED COURTROOM 1814 S.F. COURTROOM 1426 S.F. COURTROOM 1426 S.F. COURTROOM 1426 S.F. COURTROOM 1350 S.F. FAMILY HALLWAY 1615 S.F. OFFICES 904 S.F. OFFICES 903 S.F. TRAINING RM 684 S.F. ASSEMBLY OFFICE 172 S.F. OFFICES 743 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S OFFICE OFFICE OFFICE CHAMBER 367 S.F. JUDGE'S OFFICES 670 S.F. JUDGE'S OFFICE OFFICE OFFICE ROOM 191 S.F. CONFERENCE 191 S.F. ATTORNEY WITNESS ROOM 191 S.F. WITNESS CONFERENCE 191 S.F. ATTORNEY OFFICES 256 S.F. OFFICES 187 S.F. OFFICES 133 S.F. OFFICES 743 S.F. JUDGE'S OFFICES 743 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 396 S.F. OFFICE 212 S.F. FOYER 130 S.F. 561 S.F. JURY DELIBERATION 205 S.F. JURY DELIBERATION 205 S.F. JURY DELIBERATION 248 S.F. JURY DELIBERATION 205 S.F. 1375 S.F. 1023 S.F. EXPANSION OFFICE A B B C C A LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. WALL SECTION OR WINDOW UNIT TO BE DEMOLISHED (TYP.) EXISTING/DEMOLITION 25' 25' 10' E40 E10 N10 10 N20 05 N10 10 N20 05 E40 E10 OFFICE 230 S.F. JURY MANAGEMENT 00 S1 N1 00 S1 335 S.F. OFFICE TEMPORARY (ALTERNATE NO. 4) CLOSET DATA ADA BATH EXISTING BATH 40 S.F. 834 S.F. EXPANSION LIBRARY 50'-93 4" 50'-111 4" 24'-03 4" NOTE: PHASE 2B DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC D-1.1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER PHASE 2: DEMOLITION UPPER PHASE 2 - EXISTING/ FLOOR PLAN 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 W5 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN UP DN DN GROUND FLOOR PLAN 1 1/8" = 1' - 0" LOUNGE/ KITCHEN UP AIR CONDITIONED CONTROLLED ENTRY EMPLOYEE AIR CONDITIONED HALLWAY 580 S.F. PROBATION & PRETRIAL 166 S.F. 1065 S.F. SUPERVISOR SUPERVISOR 150 S.F. 1252 S.F. CONF. RM. 177 S.F. ADMIN ASST 912 S.F. ADMIN ASST FAMILY OFFICES INTAKE RM. 112 S.F. PROBATION PRETRIAL ADA BATH CL ADA BATH CL CL WOMEN'S BATH RM MEN'S BATH RM ACCOUNTING/CIVIL/ CLERCK OF THE COURT 3100 S.F. IT OFFICE 257 S.F. FILE ROOM 760 S.F. STORAGE ROOM 553 S.F. OFFICE 132 S.F. ST ROOM 128 S.F. OFFICE 762 S.F. OFFICE 281 S.F. COURTROOM 829 S.F. CHAMBER 450 S.F. FOYER 133 S.F. ELECTRICAL RM 143 S.F. HALLWAY 893 S.F. HOLDING CELL 106 S.F. HOLDING CELL 106 S.F. HOLDING CELL 106 S.F. OFFICE 138 S.F. FOYER 147 S.F. OPEN ST RM 85 S.F. OFFICE 175 S.F. CASHIER 193 S.F. LOBBY 232 S.F. LOBBY 232 S.F. OFFICE 258 S.F. OFFICE 188 S.F. ROOM 80 S.F. ROOM 137 S.F. ROOM 46 S.F. ROOM 30 S.F. ROOM 30 S.F. ROOM 25 S.F. MARSHALL'S JUDGE'S BATH 40 S.F. BATH 40 S.F. BATH 39 S.F. BATH 39 S.F. STORE 21 S.F. STORE 21 S.F. STORE 43 S.F. STORE 43 S.F. S3 PROPOSED PHASE 2 A B B C C A 10' TERMINATION/SERVER FINAL DATA ROOM EXISTING FIRE ALARM FR. S. ADMIN. OFFICE 122 S.F. DIR. OFFICE 129 S.F. LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. SINGLE AUTOMATED DOOR AREA OF WORK FOR PHASE 2 MW. NEW EGRESS DOOR INTAKE RM. 94 S.F. INTAKE RM. 92 S.F. INTAKE RM. 64 S.F. LOBBY 60 S.F. LOBBY 64 S.F. 94'-31 2" 22'-111 2" 8" MTL. STUD 16" O.C. W/ 5/8 DUROCK EA. SIDE TEXTURE ON EXTERIOR TO MATCH EXIST. STRUCTURE 6" MTL. STUD 16" O.C. W/ 5/8 DUROCK EA. SIDE TEXTURE TO MATCH EXIST. STRUCTURE FIN. (TYP.) 24'-3" 4" MTL. STUD 16" O.C. W/ 5/8 DUROCK EA. SIDE TEXTURE TO MATCH EXIST. STRUCTURE FIN. (TYP.) FIN./SMOOTH FIN. ON ALL INTERIORS (TYP.) 8" C.M.U. W/ 1/2" SMOOTH PLASTER EA. SIDE OF WALL (TYP.) 9'-61 4" 9'-21 2" 6'-91 2" 11'-01 4" 6" 6'-31 2" 6" 3'-3" 53 4" 6'-43 4" 3' 6'-31 4" 3'-3" 8' 9'-55 8" 9'-21 2" 5' 15'-41 2" 6' 10'-71 2" 9'-91 4" 12'-93 4" 13'-21 4" 9'-113 4" 7'-4" 8'-2" 8' 8' 23'-21 4" 34'-10 3 16" 14'-2 5 16" 11'-33 8" 12'-4" 11'-33 8" 24'-3" 18'-4 3 4" 5' 3'-3" 4'-4" 10' 17'-71 4" 14'-03 4" 8'-71 4" 8'-71 4" 14'-03 4" 4' 31' - 11 1 2" 7' 9'-41 4" 7'-2" 7'-2" 4' 5' 5' 7'-01 4" 6' 7 1 2" 16'-03 8" 14'-23 8" 3'-43 4" 8" 101 2" 4'-3" 2'-71 2" 63 4" 7' 8" 8" A F G H I J K L N 13 1 21 22 24 23 12 20 11 10 8 19 7 9 6 14 16 15 17 18 B M 5 3 4'-4" 4'-1" 63 4" 8'-21 2" 63 4" 9'-4" AC PAD 8'-8" 19'-4" 2' 15'-4" 2' 2'-10" 6'-3" 2' 6'-3" 2' RM. 64 S.F. EQUIP. ELEVATOR RM. 66 S.F. STORAGE 31 S.F. RM. JANITOR. 31 S.F. RM. AC EQUIP. RM. EQUIP. AC 19 S.F. 25 26 CLEARSTORY WINDOW NEW CLEARSTORY WINDOW NEW 27 3. THIS SCOPE OF WORK IS PHASE 2C EXCEPT FOR THE NEW AC ENCLOSURE. NOTE: APPLY Home Stretch™ ICF Waterproofing Membrane Prior To Backfilling For New Conc. Swale See Civil Dwgs. 3'-9" NOTE: Recycle Metal Egress Door & Install PHASE 2 - GROUND FLOOR A-1 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER PLAN PHASE 2: 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 DN W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN DN DN DN 1 1/8" = 1' - 0" UPPER FLOOR PLAN OFFICE 230 S.F. ROOM JURY ASSEMBLY ADMINISTRATIVE CONFERENCE & HALLWAY AC JURY MANAGEMENT COURTYARD 2450 S.F. COVERED HALLWAY 1565 S.F. HALLWAY 678 S.F. AIR CONDITIONED COURTROOM 1814 S.F. COURTROOM 1426 S.F. COURTROOM 1426 S.F. COURTROOM 1426 S.F. COURTROOM 1350 S.F. FAMILY HALLWAY 1615 S.F. 373 S.F. OFFICES 904 S.F. OFFICES 903 S.F. TRAINING RM 684 S.F. ASSEMBLY OFFICE 172 S.F. OFFICES 743 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S OFFICE OFFICE OFFICE CHAMBER 367 S.F. JUDGE'S OFFICES 670 S.F. JUDGE'S OFFICE OFFICE OFFICE ROOM 191 S.F. CONFERENCE 191 S.F. ATTORNEY WITNESS ROOM 191 S.F. WITNESS CONFERENCE 191 S.F. ATTORNEY OFFICES 256 S.F. OFFICELINE 258 S.F. OFFICES 743 S.F. JUDGE'S OFFICES 743 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S CHAMBER 367 S.F. JUDGE'S OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 396 S.F. OFFICE 212 S.F. FOYER 130 S.F. 561 S.F. JURY DELIBERATION 205 S.F. JURY DELIBERATION 205 S.F. JURY DELIBERATION 248 S.F. JURY DELIBERATION 205 S.F. 1375 S.F. MOVEABLE WALL 1023 S.F. EXPANSION OFFICE 961 S.F. LIBRARY ROOF A B B C C A LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. 6" MTL. STUD WALL W/ 5/8" DUROCK W/ 1/2" SMOOTH PLAST. EA. SIDE (TYP.) 4" MTL. STUD WALL WALL W/ 5/8" DUROCK W/ 1/2" SMOOTH PLAST. EA. SIDE (TYP.) AREA OF WORK FOR PHASE 2 PROPOSED PHASE 2 25' 25' 185 S.F. OFFICE LIBRARIAN'S 10' CLOSET DATA FE 10 LB. COMMERCIAL GRADE FIRE EXSTINGUISHER FE FE FE FE FE 40 S.F. ADA BATH REVERSED DOOR SWING NEW EGRESS DOOR 19'-91 2" 20'-1" AREA OF WORK FOR PHASE 2 MODIFIED LAYOUT FLEX ROOM 24'-03 4" 24' 6 6 4 28 C D E I H 2 6'-3" 4'-1" NEW UTILITY RM 58 S.F. 50'-111 4" FE 3. SCOPE OF WORK PHASE 2 & PHASE 2B FOR ADMINISTRATIVE CONFERENCE & FLEX SPACE. PHASE 2 - UPPER FLOOR A-1.1 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER PLAN PHASE 2: 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN DN 1 1/8" = 1' - 0" NEW ROOF FRAMING PLAN A B B C C A 10' NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. 10Z12 w/ 3 1/2" FLANGE PURLIN LEGEND: 3. ALL NEW GALVALUME ROOFING TO BE INSTALLED AS PER MANUFACTURER'S SPECS. INSTALL ON REQUISITE PURLINS OVER SILVRBOARD INSULATION BARRIER TAPED AS PER MAN. INSTRUCT. ON 3/4" PLY. WD. SUBSTRATE (TYP.). W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W24x100 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x31 W12x14 W12x14 W24x130 W12x14 W12x14 W18x40 W18x35 W18x35 W18x35 W18x35 W18x40 W18x40 W18x40 W24x160 W24x130 W16x26 W16x31 W18x50 W18x35 W18x35 W18x50 W18x40 W18x35 W18x35 W18x40 W18x40 W18x40 W18x40 W18x40 W16x26 W16x31 W12x14 W14x22 W12x14 W18x50 W16x31 W18x40 W18x35 W18x35 W16x31 W16x31 W18x35 W18x35 W18x50 W18x40 W14x22 W12x14 W18x50 W12x14 W16x31 W18x40 W24x130 W18x35 W18x35 W18x40 W18x40 W18x40 W18x40 W18x35 W18x40 W18x40 W18x35 W24x130 W16x26 W18x40 W18x40 W18x40 W18x40 W16x31 W16x26 W16x26 W16x26 W18x35 W18x35 W18x40 W18x35 W18x35 W18x40 W18x35 W18x35 W18x35 W18x35 W18x35 W18x40 W18x40 W18x40 W18x40 W18x40 W18x50 W12x14 W12x14 W12x14 W18x50 4. SCOPE OF WORK PHASE 2. PHASE 2 - PROPOSED A-1.2 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER ROOF FRAMING PLAN PHASE 2: 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN DN 1 1/8" = 1' - 0" PROPOSED ROOF PLAN NEW UPPER LEVEL BARREL VAULT SPACE FRAME ROOF W/ TRANSLUCENT CORRUGATED PANELS A B B C C A 10' NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. 22 GAUGE GALVALUME MTL. ROOF PANEL: LEGEND: 1 2 3 3" PVC DOWNSPOUT 22 GAUGE MTL. RIDGE CAP: COLOR - SILVER 3. ALL NEW GALVALUME ROOFING TO BE INSTALLED AS PER MANUFACTURER'S SPECS. INSTALL ON REQUISITE PURLINS OVER SILVRBOARD INSULATION BARRIER TAPED AS PER MAN. INSTRUCT. ON 3/4" PLY. WD. SUBSTRATE (TYP.). COLOR - SILVER 1 X 6 FASCIA BD. W/ 4 8" SQUARE K&M MTL. GUTTER: COLOR WHITE (TYP.) 2.8 MM PALRAM TRANSLUCENT SUNTUF GH PANEL - SOLAR ICE INSTALLED AS PER MANUFACT. SPECS. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 SEE DWG: A-1.4 (2) 3" PVC SCUPPERS (2) 3" PVC SCUPPERS (2) 3" PVC SCUPPERS (2) 3" PVC SCUPPERS (2) 3" PVC SCUPPERS (2) 3" PVC SCUPPERS 175'-101 2" 50'-101 2" 24'-11 2" 25' 100' 65'-101 2" 25'-01 8" 25'-10 7 16" 15' 10'-21 2" 74'-11 2" 25' 100' 10' 50'-101 2" 25' 50' 25' 75'-101 2" 50' 25' 47'-8" 97'-8 1 16" 102'-8 1 16" 52'-8" 2'-6" 2'-6" 2'-6" 2'-6" 1 4. SCOPE OF WORK PHASE 2. PHASE 2 - PROPOSED A-1.3 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER ROOFING PLAN PHASE 2: 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 2 106'-13 8" 50'-111 2" 8" 8" NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. LEGEND: 2 3" PVC DOWNSPOUT 3. ALL NEW PALRAM BH TRANSLUCENT PANELS TO BE INSTALLED AS PER MANUFACTURER'S SPECS. INSTALL ON PURLINS SYSTEM AS PER STRUCTURAL DWGS. (TYP.) 3/4" PLY. WD. FASCIA BD. W/ 4 8" SQUARE K&M MTL. GUTTER: 2.8 MM PALRAM TRANSLUCENT SUNTUF GH PANEL - SOLAR ICE COLOR WHITE INSTALLED AS PER MANUFACT. SPECS. 4 4 3/4" PLY. WD. FASCIA BD. W/ 5 ELASTOMERIC COATING & METAL FLASHING - COLOR: WHITE. INSTALLED AS PER MANUFACT. SPECS. 5 5 ELASTOMERIC COATING & MTL. FLASHING - COLOR: WHITE & 2 1/8" = 1' - 0" PROPOSED SPACE FRAME ROOF PLAN 4. SCOPE OF WORK PHASE 2. 2' 1'-6" 23'-6" 25' 25' 23'-6" 1'-6" 1'-6" 1'-6" 1'-6" 23'-6" 25' 25' 23'-6" 1'-6" 1'-6" 1'-6" E1 E2 E3 E4 E5 S1 00 N1 E40 E10 N10 10 00 N1 N10 10 E1 E2 E3 E4 E5 E40 E10 S1 23'-6" 23'-6" 23'-6" 23'-6" 1 1/8" = 1' - 0" PROPOSED SPACE FRAME SYSTEM PLAN NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. LEGEND: 1 3. PROVIDE SHOP DRAWINGS TO MATCH EXISTING STEEL STRUCTURAL COLUMNS ON SITE. (TYP.) DSI SPACE FRAME W/ PURLIN FRAME TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS 4. SCOPE OF WORK PHASE 2. W5 S3 W5 W4 W4 W3 W3 W2 W2 W1 W1 00 00 E1 E1 E2 E2 E3 E3 E4 E4 E5 E5 E6 E6 E7 E7 S3 S2 S2 S1 S1 00 00 N1 N1 N2 N2 N3 N3 N2.6 DN DN 3 3/32" = 1' - 0" ROOF REPLACEMENT SEQUENCING PLAN NEW UPPER LEVEL BARREL VAULT SPACE FRAME ROOF W/ TRANSLUCENT CORRUGATED PANELS A B B C C A 10' LEGEND: 1 SEE DWG: A-1.4 1 2 3 4a 4b 5a 5b GENERAL NOTES 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DESIGNATED SEQUENCING FOR ROOF REMOVAL AND INSTALLATION THAT MINIMALLY AFFECTS COURT OPERATIONS. 4. EACH SECTION OF ROOF REMOVED MUST BE REPLACED AND SEALED IMMEDIATEDLY AFTER NEW Z CHANNEL PURLINS ARE INSTALLED WITH PLY. WD. SUBSTRATE THAT IS ELASTOMERIC SEALED TO PREVENT WATER INFILTRATION. 5. DURING PERIOD THAT ROOF IS OPEN & EXPOSED, CONTRACTOR IS RESPONSIBLE TO INSPECT ALL EXISTING PIPING, ELECTRICAL WIRING, CONDUITS AND SYSTEMS EXISTING IN ROOF PLENUM. CLIENT/ARCHITECT MUST BE INFORMED IF ANY SYSTEMS ARE SUBSTANDARD OR NON-CODE COMPLIANT BEFORE ROOFING IS RESEALED. CONTRACTOR WILL BE INSTRUCTED AS TO REPAIRS TO BRING SYSTEMS UP TO CODE COMPLIANCE. 6. SCOPE OF WORK PHASE 2. PHASE 2 - PROPOSED A-1.4 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER SPACE FRAME & ROOFING PHASE 2: PLAN & MAIN ROOF INSTALLATION SEQUENCING PLAN 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 LOUNGE/ KITCHEN EMPLOYEE 580 S.F. ADA BATH CL ADA BATH CL CL LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH 2x6 WOLM. WD. STUD WALL W/ 5/8" DUROCK EA. SIDE (TYP.) 2x4 WOLM. WD. STUD WALL W/ 5/8" DUROCK EA. SIDE (TYP.) 8" C.M.U. REINFORCED WALL W/ 1/2" SMOOTH PLAST. EA. SIDE (TYP.) TRADES. 2x6 MTL. STUD EXTERIOR WALL W/ 5/8" DUROCK EA. SIDE (TYP.) 8" 4'-2" 10'-03 8" 14'-103 8" 2'-6" 4'-2" 3'-85 8" 4'-2" 3'-85 8" 4'-2" 2'-6" 1' 4'-11" 4'-2" 10" 4'-2" 10" 4'-2" 4'-11" 1' 50'-111 4" 15'-03 4" 6 6 S. MW. 6'-8" 2'-8" 3" 3'-3" 1'-6" 7'-01 4" 1'-6" 3'-3" 3" 7'-1 1 2" 9'-41 4" 4' 4'-11 2" 4'-3" 4'-2" 4'-11 2" 1 1/4" = 1' - 0" PROPOSED LOUNGE & ADA BATHROOM ADDITION 2 1/4" = 1' - 0" LOUNGE & BATHROOM ADDITION ROOF FRAMING PLAN 31'-101 4" 7'-1 1 2" 7' 3 1/4" = 1' - 0" LOUNGE & BATHROOM ADDITION ROOF PLAN W3 W4 4 1/4" = 1' - 0" LOUNGE & BATHROOM ADDITION EAST & NORTH ELEVATIONS 5 1/4" = 1' - 0" LOUNGE & BATHROOM ADDITION SECTION NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. 22 GAUGE GALVALUME MTL. LEGEND: 1 2 3" PVC DOWNSPOUT 22 GAUGE MTL. FLASHING: 3. ALL NEW GALVALUME ROOFING TO BE INSTALLED AS PER MANUFACTURER'S SPECS. INSTALL ON REQUISITE PURLINS OVER SILVERBOARD INSULATION BARRIER TAPED AS PER MAN. INSTRUCT. ON 3/4" ROOF PANEL: COLOR - SILVER 1 X 6 FASCIA BD. W/ 3 8" SQUARE K&M MTL. GUTTER: COLOR WHITE (TYP.) INSTALLED AS PER MANUFACT. SPECS. 4 1 2 NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED. 2.- COORDINATE ALL WORK WITH TRADES. LEGEND: 1 3 X 8 JACK RAFTER @ 2'-0" O.C. (TYP.) 2 W/ (2) 2 X 6 COLLAR TIES @ 4'-0" O.C. (TYP.) 3 x 8 PLATE BEAM & HEADER (TYP.) 3 1 X 8 FASCIA BD. W/ 8" MTL. GUTTER: COLOR WHITE (TYP.) 1 1 1 2 2 3 FLASHING- COLOR: OFF WHITE 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) F 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) BLOCKING AS REQ'D. 2' MIN. K&M METAL COMMERCIAL BOX GUTTER TYPE A: 24 GA GALV. - COLOR - ALMOND (TYP.) REGLET W/ FLASHING COLOR - ALMOND (TYP.) 3. THIS SCOPE OF WORK IS FOR PHASE 2C. COLOR - SILVER PLY. WD. SUBSTRATE (TYP.). EL.+ 10' - 9 3/4" T.O. EAVE EL.+ 0' - 0" T.O. SLAB EL.+ 12' - 6" T.O. RIDGE EL.+ 10' - 9 3/4" T.O. EAVE EL.+ 0' - 0" T.O. SLAB EL.+ 12' - 6" T.O. RIDGE 27 AC PAD 8'-8" 19'-4" 2' 15'-4" 2' 2'-10" 6'-3" 2' 6'-3" 2' LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH 8" SQUARE DECORATIVE BLOCK W/ MESH EA. COURSE (TYP.) 8" C.M.U. REINFORCED WALL W/ 1/2" SMOOTH PLAST. EA. SIDE (TYP.) TRADES. 3. NEW CONC. AC PAD FIN. FLOOR IS 1/8:1 A BROOM FINISH SLOPED AS INDICATED. 3. THIS SCOPE OF WORK IS FOR PHASE 2. 1/8:1 SLOPE SLOPE EL.+ 7' - 6" T.O. BOND BM. EL.+ 0' - 0" T.O. SLAB EL.+ 7' - 6" T.O. BOND BM. EL.+ 0' - 0" T.O. SLAB EL.+ 7' - 6" T.O. BOND BM. EL.+ 0' - 0" T.O. SLAB EL.+ 7' - 6" T.O. BOND BM. EL.+ 0' - 0" T.O. SLAB 10 3/8" = 1' - 0" NORTH ELEVATION 9 3/8" = 1' - 0" SOUTH ELEVATION 8 3/8" = 1' - 0" EAST ELEVATION 7 3/8" = 1' - 0" WEST ELEVATION 6 3/8" = 1' - 0" AC COND. PAD FLOOR PLAN 2" DRAIN PIPE (TYP.) DEC. CMU OPEN TO SLAB DEC. CMU OPEN TO SLAB 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 2" DRAIN PIPE (TYP.) 26 25 PHASE 2 - PROPOSED A-1.5 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER EMPLOYEE LOUNGE/KITCHEN PHASE 2: & ADA BATHROOM ADD. 1 BID SET & AC PAD STRUCTURE 2 BID PACKAGE REISSUE 12.15.2023 71 2" 3' 11 2" 3' 3' 3' 3' 3' 3' 2" 9' 3 1/4" = 1' - 0" ELEVATION FROSTED GLASS CLEAR GLASS 7' MOVARE MOVABLE DOUBLE GLASED GLASS PARTITION - COLOR: SILVER 1 1/4" = 1' - 0" FLOOR PLAN MOVEABLE DIVIDER ADMINISTRATIVE CONFERENCE & 373 S.F. MOVEABLE WALL 19'-91 2" 20'-1" FLEX ROOM 18'-6 1 2" 18'-2" 1'-11" 1'-63 8" 3' 3' 3' 3' 3' 3' 19'-5" 2 1/4" = 1' - 0" REFLECTED CEILING PLAN MOVEABLE DIVIDER ADMINISTRATIVE CONFERENCE & 373 S.F. MOVEABLE WALL FLEX ROOM 31 61 2" SEE STRUCT. DWGS FOR ADDITIONAL POST & BEAM REINFORC. 65 8" NEW 6X6 STEEL COLUMN 18' 5'-2 1 2" USG DONN® BRAND DXLA™/DXACE™ ACOUSTICAL CEILING SYSTEM PHASE 2 - PROPOSED A-1.6 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER ADMIN. CONFERENCE PHASE 2: RM & FLEX SPACE 1 BID PACKAGE RESPONSE 10.31.2023 2 BID PACKAGE REISSUE 12.15.2023 W3 W2 W1 ELEVATION 2 1/8" = 1' - 0" PROPOSED NORTH NEW LEVEL 8 BALLISTIC CURTAIL WALL NEW INFILL & ADDITIONS TO CREATE EMPLOYEE KITCHEN/LOUNGE & ADA BATHROOM NEW ENTRY CANOPY 12'-6" 6'-1" 18'-7" 9'-3" 1' 4' 4' 21 2" 4'-1" 49'-1 1 2" 9'-3" 3'-3" 7'-6" 4' 5'-5" 24' 24' 12 6 ENTRY ELEVATION 1 1/8" = 1' - 0" EXISITING NORTH 9'-3" 3'-3" 7'-6" 4' 24' 24' 9'-3" 3'-3" 3'-6" 2'-7" 3'-8" 22'-3" 12 6 W3 W2 W1 4'-91 2" 21 2" 4'-91 2" 21 2" 4'-1" 21 2" 4'-91 2" 21 2" 4'-91 2" 21 2" 3'-3" 21 2" 21 2" 3'-71 4" 1'-21 2" 21 2" 21 2" 21 2" 21 2" 3'-3" 3'-101 2" 21 2" 3'-3" 21 2" 47'-1 1 2" CROSS SECTION CC 4 1/8" = 1' - 0" PROPOSED NORTH ENTRY 9'-3" 3'-3" 6'-1" 18'-7" 10' CROSS SECTION CC 3 1/8" = 1' - 0" EXISTING NORTH ENTRY 18'-7" N1 N2 N1 N2 6" 21 2" 6" 21 2" 21 2" 1'-7" 21 2" 3'-71 4" 7" 21 2" 7" 7'-71 2" 21 2" 3 A-3.? IMPACT SECURITY LLC; TOTAL SECURITY SOLUTIONS, INC. OR APPROVED EQUAL 18'-7" 50'-93 4" 50'-91 4" 24'-23 4" NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. 3. THIS SCOPE OF WORK IS PHASE 2B. PHASE 2 - ENTRY CANOPY A-2 ARCHITECTURE: PROJECT: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: DWG NAME: TALLER LARJAS, LLC DWN BY: SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. ENGINEERING CONSULTANT: NOTES: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS R.H. AMPHLETT LEADER JUSTICE CENTER ELEVATIONS & SECTIONS PHASE 2: 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 NEW 4" U-SHAPED CROSS SECTION BB 1 1/8" = 1' - 0" PROPOSED COURTYARD NEW UPPER LEVEL BARREL VAULT SPACEFRAME ROOF W/ TRANSLUCENT CORRUGATED PANELS FIXED LOUVERED SYSTEM ROOF DETAIL & 2'-6" W X 1'-2" H BUILT IN GUTTER (TYP.) 49' 20'-11 1 2" 9' 4' 7'-6" 24'-91 4" 13'-6" S1 00 N1 NEW 10" Z PURLINS 2'-0" O.C. (TYP.) LONGITIDINAL SECTION AA 2 1/8" = 1' - 0" PROPOSED COURTYARD NEW UPPER LEVEL BARREL VAULT SPACE FRAME ROOF W/ TRANSLUCENT CORRUGATED PANELS FIXED LOUVERED SYSTEM NEW BELL EAVE ROOF DETAIL & 2'-6" W X 1'-2" H BUILT IN GUTTER (TYP.) NEW BELL EAVE ROOF DETAIL & 2'-6" W X 1'-2" H BUILT IN GUTTER (TYP.) 13'-6" 7'-6" 3' E1 E2 E3 E4 E5 NEW 10" Z PURLINS 2'-0" O.C. (TYP.) 17'-2" 10'-8" 13'-6" 21' - 1 1 2" RL INLET PIPE CONNECTED TO EXIST. RL TO CISTERNS SLOPE 4'-15 8" NEW 3" PV SCUPPERS (SEE MEP DWGS FOR LOCATIONS & DTLS.) A A B B B B B B C C C C C C C C C C C C A A B B C C C C C C HURRICANE IMPACT GLASS FIXED LOW - E HURRICANE IMPACT GLASS FIXED LOW - E 2 A-3.2 3 A-3.2 4 A-3.2 1 A-3.2 1 A-3.2 5 A-3.2 3 A-3.2 2 A-3.2 D E F G 23'-715 16" 100'-4 7 16" NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. NEW 4 X 8 MTL. STL. COLUMN (TYP.) NEW 4 X 8 MTL. STL. COLUMN (TYP.) 3. INSTALL ALL SYSTEM COMPONENTS AS PER MANUFACTURER'S SPECIFICATIONS. 4. SCOPE OF WORK PHASE 2. 1/2" = 1' - 0" WINDOW SCHEDULES 3 WINDOW TYPES A B C NO. WINDOW TYPE SCREENS SIZE OF ROUGH OPENING W X H QTY. 8 3'-0" X 3'-0" MARK MATERIALS WINDOW FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP DRAWINGS REMARKS WINDOW SCHEDULE A YES LOUVER LOUVERS. COLOR: HEIRLOOM WHITE 14 4'-6"" X 3'-0" YES 36 4'-8" X 3'-0" YES B C MTL. LOUVERS & RAIN GRADE FRAMES - E6WF HURRICANE METAL FRAME W/ FIXED MTL. MTL. 3' 3' 3' 4'-8" 3' 4'-6" SCREENS LOUVERS & RAIN METAL FRAME W/ FIXED SCREENS LOUVERS & RAIN METAL FRAME W/ FIXED LOUVER LOUVER ARCHITECTURAL LOUVERS COMMERC. D E F G D E F G 9'-6" 9'-5" 9'-5" 9'-6" 2'-61 8" 2'-61 8" 61 2" 77'-11 1/2" R 3'-31 2" 77'-11 1/2" R 2'-7" 77'-11 1/2" R 77'-11 1/2" R 2'-7" 3'-31 2" 61 2" IMPACT GLASS LOW - E HURRICANE METAL FRAME W/ FIXED IMPACT GLASS LOW - E HURRICANE METAL FRAME W/ FIXED IMPACT GLASS LOW - E HURRICANE METAL FRAME W/ FIXED IMPACT GLASS LOW - E HURRICANE METAL FRAME W/ FIXED 2 2 2 2 FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS MTL. MTL. MTL. MTL. E6WF E6WF E6WF 9'-6" X 2'-6 1/8" & 6 1/2" 9'-6" X 2'-6 1/8" & 6 1/2" LOUVERS. COLOR: HEIRLOOM WHITE GRADE FRAMES - E6WF HURRICANE ARCHITECTURAL LOUVERS COMMERC. LOUVERS. COLOR: HEIRLOOM WHITE GRADE FRAMES - E6WF HURRICANE ARCHITECTURAL LOUVERS COMMERC. 9'-5" X 3'-3 1/2" & 2'-7" 9'-5" X 3'-3 1/2" & 2'-7" COLOR: ALMOND OR APPROVED EQUAL GLASS ISLAND INC. MIAMI FLORIDA. COLOR: ALMOND OR APPROVED EQUAL GLASS ISLAND INC. MIAMI FLORIDA. COLOR: ALMOND OR APPROVED EQUAL GLASS ISLAND INC. MIAMI FLORIDA. COLOR: ALMOND OR APPROVED EQUAL GLASS ISLAND INC. MIAMI FLORIDA. YES YES YES YES GLASS ISLAND INC. GLASS ISLAND INC. GLASS ISLAND INC. GLASS ISLAND INC. GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. COORDINATE WORK WITH ALL TRADES. 2. ALL FIXED LOUVERED UNITS TO HAVE A PEARLESCENT KYNAR FINISH: COLOR - HEIRLOOM WHITE. 3. ALL DIMENSIONS PROVIDED ARE FINISH OPENINGS TO BE VERIFIED WITH SHOP DRAWING TO ENSURE PROPER FIT AND RADIUS/ARC SHAPES. 4. ALL INSTALLATIONS ARE TO BE AS PER MANUFACTURER'S SPECIFICATIONS. 5. ALL LISTED MANUFACTURER'S ARE INDICATED OR APPROVED EQUAL. 6. SCOPE OF WORK PHASE 2. COURTYARD SECTIONS & DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-3 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - WINDOW/LOUVER SCHEDULES 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 SLOPE NEW 10Z12 w/ 3 1 2" FLANGE PURLINS 2'-0" O.C. (TYP.) 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) SLOPE 2'-6" 1'- 4" 2'-6" 1'- 2" FLASHING- COLOR: WHITE PALFAM SUNTURF BH CORRUGATED TRANSLUCENT PANEL: COLOR - SOLAR ICE (TYP.) 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) SECTION DETAIL (TYP.) 1 3/4" = 1' - 0" SPACE FRAME GABLE END SECTION DETAIL (TYP.) 2 3/4" = 1' - 0" SPACE FRAME EAVE ARCHITECTURAL LOUVERS E6WF METAL FIXED DEEP WIND DRIVEN RAIN HURRICANE LOUVER: COLOR - HEIRLOOM WHITE (TYP.) FLASHING- COLOR: WHITE ARCHITECTURAL LOUVERS E6WF METAL FIXED DEEP WIND DRIVEN RAIN HURRICANE LOUVER: COLOR - HEIRLOOM WHITE (TYP.) K&M METAL COMMERCIAL BOX GUTTER TYPE A: 24 GA GALV. - COLOR - ALMOND (TYP.) 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) 3 4" PLY.WD. SEALED W/ ELAST. COATING (TYP.) 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) PALFAM SUNTURF BH CORRUGATED TRANSLUCENT PANEL: COLOR - SOLAR ICE (TYP.) FLASHING- COLOR: WHITE 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) FLASHING- COLOR: WHITE 16" O.C. PURLIN GRID (TYP.) 16" O.C. PURLIN GRID (TYP.) NEW 10Z12 w/ 3 1 2" FLANGE PURLINS 2'-0" O.C. (TYP.) FLASHING- COLOR: WHITE 8" 6" FLASHING- COLOR: WHITE 8" NEW 4 X 8 STRUCT. STL. COLUMN BEYOND (TYP.) 6" MTL. STUDS & 16" O.C. W/ 3 4" DUROCK EA. SIDE. TEXTURED TO MATCH EXIST. EXTERIOR FINISH (TYP.) 6" MTL. STUDS & 16" O.C. W/ 3 4" DUROCK EA. SIDE. TEXTURED TO MATCH EXIST. EXTERIOR FINISH (TYP.) NEW 4 X 8 STRUCT. STL. COLUMN BEYOND (TYP.) NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. 3. INSTALL ALL COMPONENT SYSTEMS AS MANUFACTURER'S SPECIFICATIONS. 4. SCOPE OF WORK PHASE 2. FLASHING/SILL - COLOR: WHITE 2'-0" MIN. 2'-0" MIN. 8" VALLEY SECTION DETAIL (TYP.) 3 3/4" = 1' - 0" EAVE SECTION DETAIL (TYP.) 4 3/4" = 1' - 0" RIDGE SECTION DETAIL (TYP.) 5 3/4" = 1' - 0" 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) NEW 10Z12 w/ 3 1 2" FLANGE PURLINS 2'-0" O.C. (TYP.) VALLEY FLASHING - COLOR: WHITE NEW 10Z12 w/ 3 1 2" FLANGE PURLINS 2'-0" O.C. (TYP.) NEW 10Z12 w/ 3 1 2" FLANGE PURLINS 2'-0" O.C. (TYP.) 3 4" X 8" DUROCK FASCIA BD. (TYP.) 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) K&M METAL COMMERCIAL BOX GUTTER TYPE A: 24 GA GALV. - COLOR - ALMOND (TYP.) FLASHING - COLOR: SILVER (TYP.) 2'-0" MIN. 8" 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 24" O.C. W/ 1" INFILL RIGID INSULATION AMVIC SILVERBOARD (TYP.) RIDGE CAP FLASHING COLOR: SILVER 3 4" PLY.WD. SEALED W/ ELASTOMERIC COATING (TYP.) 22 GAUGE CORRUGATED GALVALUME MTL. ROOF PANELS - COLOR: SILVER TYP.) NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. 3. INSTALL ALL COMPONENT SYSTEMS AS MANUFACTURER'S SPECIFICATIONS. 4. SCOPE OF WORK PHASE 2. ROOF SECTION DETAILS DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-3.1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - 1 BID SET 2 BID PACKAGE REISSUE 12.15.2023 1/2" = 1' - 0" 10 2 X 4 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES NEW 4" MTL. STUD & GYP. BD. INTERIOR WALL SECTION (TYP.) W/ 5/8" TYPE X GYP. BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) 1/2" = 1' - 0" 11 FLOORING MATERIAL SEE FINISH SCHEDULES SEE A-5 NEW 6" MTL. STUD & GYP. BD. INTERIOR WALL SECTION W/ DOOR (TYP.) 7'-11 2" SEE DOOR SCHEDULE. 1/2" = 1' - 0" 13 R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 1/2" = 1' - 0" 14 GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WILL ALL TRADES. 3. REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS. REMOVE ALL EXISTING PLAST. LATH, PLASTER, FURRING, ETC. AS IN ALL SPACES ROOMS 4. ALL SHEETROCK WALLS TO BE 5/8" DUROCK CEMENTITIOUS BD. (TYP.) 4" VINYL BASE BOARD (TYP.) 6. ALL NEW DOOR AND WINDOW HEADERS TO BE FRAMED W/ (2) 2 X MTL. STUDS STACKED AS PER DRAWINGS (TYP.). 9' 2 X 4 MTL. STUD BRACE LOCATED AT 7'-0" ABOVE FIN. FLR. R- 30 SOUND PROOF BATT. INSULATION IN CEILING R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) R- 30 SOUND PROOF BATT. INSULATION IN CEILING 5/8" TYPE X GYP. BD. DROP CEILING ATTACHED TO 9' (2) 2 X 4 MTL. STUD HEADER (TYP.) WALL (TYP.) 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES SEE A-5 W/ 5/8" DUROCK BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 4" VINYL BASEBOARD (TYP.) 9' R- 30 SOUND PROOF BATT. INSULATION IN CEILING AS PER DEMOLITION PLANS. 5. ALL DROP CEILINGS TO BE 5/8" GP TOUGH ROCK MOLD GUARD BD. OR APPROVED EQUAL (TYP.). (2) 2 X 6 MTL. HEADERS (TYP.) NEW DROP CEILING ATTACHED TO MTL. 2X6 MTL. CHANNELS (TYP.) 4" VINYL BASE BOARD (TYP.) NEW 6" INTERIOR WALL W/ DOORS (TYP.) 2 X 4 MTL. STUD @ 16" O.C. W/ 5/8" TYPE X GYP. BD. EA. SIDE (TYP.) 7'-11 2" 5/8" TYPE X GYP. BD. DROP CEILING ATTACHED TO 2X6 MTL. CHANNELS @ 24" O.C. (TYP.) 2X6 MTL. CHANNELS @ 24" O.C. (TYP.) 1/2" = 1' - 0" 12 NEW 8" MTL. STUD & GYP. BD. INTERIOR WALL SECTION W/ DOOR (TYP.) 1/2" = 1' - 0" 15 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES SEE A-5 W/ 5/8" DUROCK BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 4" VINYL BASEBOARD (TYP.) 9' R- 30 SOUND PROOF BATT. INSULATION IN CEILING (2) 2 X 6 MTL. HEADERS (TYP.) NEW DROP CEILING ATTACHED TO MTL. 2X6 MTL. CHANNELS (TYP.) NEW 8" INTERIOR WALL W/ DOORS (TYP.) 7'-11 2" 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES NEW DROP CEILING ATTACHED TO MTL. FURRING STRIPS (TYP.) LATEX PAINT FINISH. COLOR BY ARCHITECT. W/ 5/8" DUROCK. BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 5 1/2" X 1" WOLM. WOOD BASEBOARD W/ BEAD JOINT (TYP.) 9' 2 X 6 MTL. STUD BRACE LOCATED AT 7'-0" ABOVE FIN. FLR. R- 30 SOUND PROOF BATT. INSULATION IN CEILING 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES NEW DROP CEILING ATTACHED TO MTL. FURRING STRIPS (TYP.) LATEX PAINT FINISH. COLOR BY ARCHITECT. W/ 5/8" DUROCK. BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 5 1/2" X 1" WOLM. WOOD BASEBOARD W/ BEAD JOINT (TYP.) 9' 2 X 6 MTL. STUD BRACE LOCATED AT 7'-0" ABOVE FIN. FLR. R- 30 SOUND PROOF BATT. INSULATION IN CEILING NEW 6" MTL. STUD & GYP. BD. INTERIOR 7. NOTE: PHASE 2B & 2C GYP. BD. W/ J BEAD 5/8" TYPE X 3. ALL ROOMS EXCEPT WALLS WITH CABINETRY ARE TO HAVE 2. ALL COLORS ARE TO BE SELECTED BY ARCHITECT/OWNER. W/ J BEAD (TYP.) 5/8" TYPE X GYP. BD. (2) 2 X 4 MTL. STUD HEADER (TYP.) BASEBOARDS. 1. VERIFY ALL DIMENSIONS IN FIELD. GENERAL NOTES: 2 X 4 MTL. STUD 16" O.C. (TYP.) SILL DETAIL (TYP.) 1 1/2" = 1'-0" 1 INTERIOR WALL DOOR HEADER & 3/8" 1 1/2" = 1'-0" 2 INTERIOR WALL DOOR JAMB DETAIL (TYP.) MTL. DOOR (SEE DOOR SCHEDULE) (TYP.) AT NEW MTL. STUD WALL (TYP.) 1 1/2" = 1'-0" 3 INTERIOR WALL WINDOW JAMB DETAIL (TYP.) 1 1/2" = 1'-0" 5 1 X 4 MAHOG. WINDOW FRAME W/ 3 COATS TUNG OIL (TYP.) INTERIOR WALL WINDOW HEADER DETAIL (TYP.) 4 1 1/2" = 1'-0" DUROCK EXT. BD. W/ TEXTURED FINISH TO MATCH EXTERIOR WALL WINDOW & DOOR JAMB DETAIL (TYP.) 6 1 1/2" = 1'-0" NEW ENTRY METAL DOOR OR METAL WINDOW (TYP.) 4" STAINLESS STEEL COMMERCIAL GRADE HINGE EXTERIOR WALL DOOR THRESHOLD DETAIL (TYP.) 9 1 1/2" = 1'-0" EXTERIOR WALL WINDOW HEADER DETAIL (TYP.) 1 1/2" = 1'-0" 8 NEW ADA COMPLIANT PEMKO BRAND 8" ALUM. THRESHOLD (TYP.) INTERIOR LUXURY VINYL TILE (TYP.) SEE FIN. SCHEDULE FOR ROOM LOCATIONS (2) 2 X 4 MTL. STUD HEADER (TYP.) 2 X 4 MTL. STUD 16" O.C. (TYP.) SEE WINDOW SCHEDULE (TYP.) 3/8" TEMP. CLEAR GLASS PANEL (TYP.) (2) 2 X 4 MTL. STUD W/ J BEAD 5/8" TYPE X GYP. BD. (2) 2 X 4 MTL. JAMB (TYP.) 2 X 4 MTL. STUD 1 X 2 ROUTED DOOR W/ DARK WALNUT FINISH TO MATCH IN CAVITY WALL PER STUD DIM. (TYP.) R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) R- 15 SOUND PROOF BATT. INSULATION (TYP.) INSULATION IN CAVITY IN CAVITY WALL (TYP.) R- 15 SOUND PROOF BATT. INSULATION NEW 8" ALUM. ADA THRESHOLD (TYP.) PEMKO BRAND OR APPROVED EQUAL. (2) 2 X 4 MTL. STUD AS REQ'D. SLOPE NEW MTL. ENTRY DOOR (TYP.) 2 X 6 OR 2 X 8 MTL. FRAME AS REQ'D. DOOR W/ INTEGRAL DOOR STOP (NONE W/ WINDOW ON DOORS (TYP.) EXISTING EXTERIOR WALL (2) 2 X 4 MTL. STUD AS REQ'D. 2 X 6 OR 2 X 8 MTL. FRAME AS REQ'D DOOR W/ NEW ENTRY 7 1 1/2" = 1'-0" EXTERIOR WALL DOOR HEADER DETAIL (TYP.) FRAME ) (TYP.) EXISTING EXTERIOR WALL (2) 2 X 4 MTL. STUD AS REQ'D. 2 X 4 MTL. FRAME AS REQ'D. NEW MTL. WINDOW SEE WINDOW SCHEDULE DROP CEILING OR ACOUSTICAL CEILING IN CEILING PLENUM TYP.) R- 30 SOUND PROOF BATT. INSULATION IN WALL CAVITY TYP.) R- 15 SOUND PROOF BATT. INSULATION 2 X 4 MTL. STUD 16" O.C. (TYP.) (2) 2 X 4 MTL. HEADER (TYP.) 2 X 4 MTL. JOISTS @ 16" O.C. (TYP.) 5/8" TYPE X GYP. BD. (TYP.) 5/8" ACOUST. MOLD. REST. TILE OR W/ J BEAD 5/8" TYPE X GYP. BD. INTERIOR INTERIOR VINYL BASEBOARD (TYP.) SEE FIN. SCHEDULE W/ J BEAD (TYP.) 5/8" TYPE X GYP. BD. IN CEILING PLENUM TYP.) USG ACOUSTICAL SUSPENSION SYSTEM 4. ALL SPECIFIED BRANDS ARE AS INDICATED OR APPROVED EQUAL. INTERIOR EXTERIOR IN CEILING PLENUM TYP.) USG DRYWALL SUSPENSION SYSTEM 5. ALL OUTSWING DOORS INTO EXTERIOR SPACES TO HAVE COMMERCIAL GRADE SECURITY HINGE (TYP.) SEE WINDOW/DOOR SCHEDULES EXISTING (TYP.) 5/8" TYPE X GYP. BD. (TYP.) EXISTING (TYP.) EXIST. EXTERIOR WALL (TYP.) 3/4" DUROCK BD. W/ J BEAD TO MATCH 6. SEE WALL SECTIONS FOR PROPER BATT. INSULATION DIM. BASED ON WALL THICKNESSES. EXIST. DOORS (TYP.) SOLID CORE WOOD R- 15 SOUND PROOF BATT. STOP (TYP.) 16" O.C. (TYP.) INTEGRAL DOOR STOP (TYP.) METAL DOOR (TYP.) 3" SCHDL 40 PVC DOWNSPOUT W/ DISCONNECT (TYP.) 3" SCHDL 40 PVC DISCONNECT (TYP.) 3" RAIN LEADER TO CISTERN AS PER PLUMBING DWGS. (TYP.) DOWNSPOUT DETAIL (TYP.) 17 3/4" = 1' - 0" STANDARD DOUBLE INLET 3" 3" 1'-2" 10" TO FIN. GRADE CONNECT TO EXISTING CISTERN (TYP.) CEILING @ CORRIDOR ELEV. 152'-0" GUTTER FASCIA 8" METAL STUD @ 16" O.C. ELEV. 143'-0" QUARRY TILE (TYP.) AT ALL RAIL FLASHING SCUPPER P.V.C. DRIP ELEV. 143'-0" CEILING CEILING @ CORRIDOR ELEV. 152'-0" GUTTER FASCIA 8" METAL STUD @ 16" O.C. ELEV. 143'-0" NEW FLOOR FIN. (TYP.) AT ALL RAIL FLOOR FIN. P.V.C. DRIP ELEV. 143'-0" CEILING VERTICAL SIGHT-PROOF WIND DRIVEN RAIN BLADES (CONCEALED) INTERIOR MOUNTED SCREEN HORIZONTAL ARCHITECTURAL BLADES W/ HURRICANE SLATTED 16 1/2" = 1' - 0" MODIFIED RAILING DETAIL SCREEN (TYP.) DEMOLISH RAILING COMPONENTS VERIFY STRUCT. INTEGRITY OF MTL. STL. STUDS & REPAIR ANY DAMAGED MEMBERS (TYP.) ARCHITECTURAL LOUVERS E6WF METAL FIXED DEEP WIND DRIVEN RAIN HURRICANE LOUVER: COLOR - HEIRLOOM WHITE (TYP.) REPLACE ANY DAMAGED DUROCK GYP. BD. SIDING, PREP, SAND AND TEXTURIZE TO MATCH EXISTING FINISH. PAINT TO MATCH STANDARD BLDG. COLOR. ALL INSTALLATIONS ARE TO BE AS PER MANUFACTURE'S SPECIFICATIONS. (TYP.) REPLACE ANY DAMAGED DUROCK GYP. BD. SIDING, PREP, SAND AND TEXTURIZE TO MATCH EXISTING FINISH. PAINT TO MATCH STANDARD BLDG. COLOR (TYP.) NEW H&C CONC. STAIN W/ SHARKGRIP ADDITIVE ON LANDINGS (TYP.) EXISTING CONDITIONS PROPOSED MODIFICATIONS GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. REMOVE ALL EXISTING SAUSALITO TILES & PREP. FLOOR WITH H&C HEAVY SHIELD WATER- BASED SOLID COLOR CONC. & DRIV. STAIN W/ H&C SHARKGRIP SLIP-RESISTANT ADDITIVE. THIS IS ONLY APPLICABLE TO THE EXISTING GROUND FLOOR & STAIR TILES. INSTALL FLOOR TO MATCH THE EXISTING UPPER FLOOR COLOR & AS PER MANUFACTURER'S SPECS. 4. INSTALL NEW DUROCK IN ALL BASEBOARD LOCATIONS & PREP FOR CONC. STAIN & GRIP FINISH AS LISTED ABOVE (TYP.). 5. NOTE: PHASE 2B NEW DUROCK, PLAST. & STAIN COAT. & STAIR 19 3/4" = 1' - 0" MODIFIED STAIRS W/ CONC. STAIRS & LANDINGS (TYP.) 18 3/4" = 1' - 0" EXISTING CONDITION OF NOSING (TYP.) GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WILL ALL TRADES. 3. REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS. REMOVE ALL EXISTING SAUSALITO TILES & PREP. FLOOR WITH H&C HEAVY SHIELD SHARKGRIP SLIP-RESISTANT ADDITIVE. INSTALL FLOOR TO MATCH WATER-BASED SOLID COLOR CONC. & DRIV. STAIN. W/ H&C EXISTING UPPER FLOOR COLOR & AS PER MANUFACTURER'S SPECIFICATIONS. 5. ALL STAIRS TO MEET UNIFORM 6" RISER HEIGHT & HAVE A 3"W X 5'-0"L DEMOLISH SAUSILITO TILE & PREP. STAIRS (TYP.) DEMOLISH SAUSILITO TILE & PREP. LANDINGS (TYP.) NEW H&C CONC. STAIN W/ SHARKGRIP ADDITIVE ON STAIRS (TYP.) NEW H&C CONC. STAIN W/ SHARKGRIP ADDITIVE ON LANDINGS (TYP.) NEW 3"X5'-0" STAIR NOSING (TYP.) NEW 11"-0" X 5'-0" STAIR NOSING ONLY ON LANDING (TYP.) KOFFLER METAL STAIR TREADS & NOSINGS - #A781 ON EA. STAIR TREAD. ON TOP OF LANDING, 11"-0"W X 5'-0"L KOFFLER METAL STAIR TREADS & NOSINGS - #A781 (TYP.). 4. NOTE: PHASE 2B DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-3.2 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - WALL SECTIONS; 1 BID SET JAMB, SILL, HEADER DETAILS 2 BID PACKAGE REISSUE 12.15.2023 7'-71 2" WINDOW TYPES 9'-3" 7'-71 2" 7'-71 2" 1'-21 2" 4' 4' 3'-3" 3'-3" 4'-91 2" 4'-91 2" 7" 7" DOOR TYPES 1 A 6'-1" 3'-101 2" 1'-7" 6'-1" 18'-91 2" 3'-3" 4'-91 2" 13'-8" 4'-91 2" 3'-101 2" 3'-101 2" 13'-8" B 18'-91 2" 9'-3" 9'-3" 13'-8" C D E 1'-21 2" 1'-21 2" 1'-7" 1'-7" 7'-5" 4'-1" 1'-21 2" 7'-5" 4'-91 2" 1'-21 2" 7'-5" 4'-91 2" 1'-21 2" 7'-5" 4'-1" 3'-101 2" 1'-21 2" 1'-21 2" 1'-7" 1'-7" 3'-101 2" 13'-8" 1'-7" 3'-101 2" 1'-7" 3'-101 2" 1'-7" 3'-101 2" 1'-7" 3'-101 2" 1'-7" 3'-101 2" 7'-5" 1'-21 2" 7'-5" 1'-21 2" 7'-5" 3'-3" 4'-91 2" 4'-91 2" 4'-1" 4'-91 2" 4'-91 2" 4'-1" 4'-91 2" 4'-91 2" 3'-3" 3/8" = 1' - 0" WINDOW & DOOR SCHEDULES 1 NO. WINDOW TYPE LOW E IMPACT GLASS SIZE OF ROUGH OPENING W X H QTY. 1 18'-9 1/2" X 9'-3" MARK MATERIALS WINDOW FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP DRAWINGS REMARKS WINDOW SCHEDULE DOOR SCHEDULE NO. DOOR TYPE SIZE OF ROUGH W X H QTY. MARK MATERIALS DOOR FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP REMARKS 13'-8" X 9'-3" BALLISTIC LEVEL 8 FRAME 1 GLASS A 1 YES YES ALUM. MTL. GLASS TSS BL 5.5; GCP LOW - E GLASS OPENING 1 13'-8"" X 9'-3" YES GLASS 1 13'-8" X 6'-1" YES GLASS ALUM. MTL. DRAWINGS B C 1 18'-9 1/2" X 6'-1" YES GLASS ALUM. MTL. D ALUM. MTL. ALUM. MTL. & FIXED WINDOW UNIT LOW E IMPACT GLASS FIXED WINDOW UNIT LOW E IMPACT GLASS FIXED WINDOW UNIT LOW E IMPACT GLASS FIXED WINDOW UNIT TOTAL SECURITY SOLUTIONS BALLISTIC LEVEL 8 FRAME FRAMELESS TOTAL SECURITY 1 13'-8" X 6'-1" YES GLASS ALUM. MTL. E LOW E IMPACT GLASS FIXED WINDOW UNIT NOTE: AUTOMATED OUTSWING DOOR & GLASS ENTRY DOOR 6'-1" SOLUTIONS TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS iMotion TN 110 IN-FLOOR SWING DOOR DRIVE FOR SLENDER PROFILE RAILS: FLUSH MOUNT - TERRAZZO PAN SINGLE DOOR LH 3/4" OFFSET PIVOT APPLICATION GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. ALL GLAZING REQUIREMENTS FOR WINDOW AND DOORS WILL BE E-GLASS BALLISTIC PROOF - GLASS-CLAD POLYCARBONATE 2-1/4” NO SPALL (LEVEL 8). 4. ALL WINDOW/DOOR UNIT FRAMES TO BE THERMAL FRAMING SYSTEM (LEVEL 8) PART #BL650. 5. CONTRACTOR TO COORDINATE W/ OWNER TO HAVE ALL LOCKSETS KEYED TO OWNER SPECIFICATIONS. 6. ALL EXTERIOR WINDOW AND DOOR UNIT FRAMES TO BE FINISHED COLOR: BRONZE. 7. ALL LISTED MANUFACTURER'S ARE AS INDICATED OR APPROVED EQUAL. 8. THIS SCOPE OF WORK IS ALTERNATE 1. 9. ENTRANCE DOORS TO HAVE ADA COMPLIANT COMMERCIAL GRADE CLOSER ARMS, HANDLE BARS & PANIC BARS. 10. ENTRANCE DOORS TO HAVE COMMERCIAL GRADE SINGLE CYLINDER DEAD BOLT & LOCKSET. 11. ENTRANCE DOORS TO HAVE COMMERCIAL GRADE ADA COMPLIANT THRESHOLD. 12. SCOPE OF WORK PHASE 2B. 10'-9" 49'-1 1 2" 101 2" 4'-11 2" 4'-11 2" 101 2" 4'-11 2" 4'-11 2" 101 2" 4'-11 2" 101 2" 101 2" 4'-11 2" 4'-11 2" 101 2" 3'-3" 101 2" 101 2" 101 2" 101 2" 101 2" 3'-3" 3'-3" 2'-21 2" 6 X.5 STEEL ARCED STRUCT. BAR (TYP.) (2) 6X6X.5 STEEL L- FLANGE STEEL (TYP.) CANOPY FRAMING PLAN 3 3/8" = 1' - 0" CANOPY SECTION 4 3/8" = 1' - 0" 2 3/8" = 1' - 0" 6 X 8 STRUCT. STEEL COLUMN 12 X 12 STRUCT. STEEL COLUMN 1' X 1' I BEAM COLUMN 1' X 1' I BEAM COLUMN 3X6 ALUM. FRAME GLASS WALL BALLISTIC PROOF LEVEL 8 CANOPY PLAN: 4'-11 2" 12 X 12 STRUCT. STEEL COLUMN 6 X 8 STRUCT. STEEL COLUMN 1-1/2" FURRING / HAT CHANNEL 150F125-54 @ 16" O.C. (TYP.) ENTRY ENTRY ENTRY PALFAM SUNTURF BH CORRUGATED TRANSLUCENT PANEL: COLOR - SOLAR ICE (TYP.) GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. ALL GLAZING REQUIREMENTS FOR WINDOW AND DOORS WILL BE E-GLASS BALLISTIC PROOF - GLASS-CLAD POLYCARBONATE 2-1/4” NO SPALL (LEVEL 8). 4. ALL WINDOW/DOOR UNIT FRAMES TO BE THERMAL FRAMING SYSTEM (LEVEL 8) PART #BL650. 5. CONTRACTOR TO COORDINATE W/ OWNER TO HAVE ALL LOCKSETS KEYED TO OWNER SPECIFICATIONS. 6. ALL EXTERIOR WINDOW AND DOOR UNIT FRAMES TO BE FINISHED COLOR: BRONZE. 7. ALL LISTED MANUFACTURER'S ARE AS INDICATED OR APPROVED EQUAL. 8. THIS SCOPE OF WORK IS ALTERNATE 1. 9. ENTRANCE DOORS TO HAVE ADA COMPLIANT COMMERCIAL GRADE CLOSER ARMS, HANDLE BARS & PANIC BARS. 10. ENTRANCE DOORS TO HAVE COMMERCIAL GRADE SINGLE CYLINDER DEAD BOLT & LOCKSET. 11. ENTRANCE DOORS TO HAVE COMMERCIAL GRADE ADA COMPLIANT THRESHOLD. 12. SCOPE OF WORK PHASE 2B. 8" 4" FLASHING COLOR: WHITE (TYP.) FLASHING COLOR: WHITE (TYP.) NEW ENTRY BALLISTIC GLASS DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-4 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - CURTAIN WALL WINDOW/DOOR SCHEDULE & NEW ENTRY CANOPY 1 BID SET DETAILS 2 BID PACKAGE RESPONSE 10.31.2023 3 BID PACKAGE REISSUE 12.15.2023 3/8" = 1' - 0" DOOR SCHEDULES 1 NO. DOOR TYPE SIZE OF ROUGH OPENING W X H QTY. 1 6'-3" X 9'-0" NO. MATERIALS DOOR FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP DRAWINGS REMARKS DOOR SCHEDULE 2 YES GLASS 1 4'-4" X 9'-0" YES 1 4'-1" X 9'-0" YES STEEL MTL. 1 YES ALUM. MTL. STEEL MTL. ALUM. MTL. & TRANSOM - LOW E-GLASS GLASS DOOR W/SIDELIGHT 1 YES GLASS ALUM. MTL. TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS CDF 3070 DARK WALNUT STAIN 2 3 4 5 6'-3" 9' 9' 4'-4" 7'-11 2" 5' 7'-11 2" 5' 6 7'-11 2" 3'-3" DOOR TYPES 7'-11 2" 4'-4" 12 10 7 8 9 11 9' 4'-1" 9' 4'-1" 15 16 13 14 7'-11 2" 3'-3" 7'-11 2" 3'-3" 7'-11 2" 3'-3" 7'-11 2" 3'-3" 7'-11 2" 3'-3" 17 20 21 18 19 7'-11 2" 3'-3" 7'-11 2" 3'-3" 7'-11 2" 3'-3" 22 25 26 23 24 7'-11 2" 3'-3" 7'-11 2" 3'-3" 3'-3" 3'-3" 7'-11 2" 3'-3" 7'-11 2" 6'-3" 7'-11 2" 6'-3" 7'-11 2" 7'-11 2" 7' 4'-3" 7' 3'-43 4" 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4'-1" X 9'-0" 5'-0" X 7'-1 1/2" 5'-0" X 7'-1 1/2" 4'-4" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" BALLISTIC LEVEL 8 FRAME & GLASS ENTRY DOOR HURICANE IMPACT GLASS TRANSOM LOW - E (2) GLASS DOORS W/ GLASS ISLAND INC. FRAME COLOR: BRONZE LOW E-GLASS HURRICANE IMPACT GLASS ISLAND INC. MIAMI FLORIDA. W/ SIDELIGHT & TRANSOM 3' 3' 7' 1'-9" 7' 1'-9" 3' 81 2" 7' 1'-9" 3' 81 2" 7' 1'-9" 111 2" 3' 1'-71 2" 3' 7' 2'-3" 6" 2'-3" 6" 2'-3" 6" 3' 3' 7' 7' 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 2'-3" 6" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3070 YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES GLASS ISLAND INC. CDF DISTRIBUTORS GLASS ISLAND INC. ALUM. MTL. CDF DISTRIBUTORS GLASS ISLAND INC. ALUM. MTL. CDF DISTRIBUTORS GLASS ISLAND INC. 3070 3070 1 1 BALLISTIC LEVEL 8 FRAME & GLASS ENTRY DOOR W/ SIDELIGHT & TRANSOM HURRICANE IMPACT FRAME COLOR: BRONZE OR APPROVED EQUAL GLASS ISLAND INC. MIAMI FLORIDA. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIDELIGHT & INSET WIND. SOLID CORE DOOR W/ W/ LOW E-GLASS TEMPERED E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW CDF 3070 DARK WALNUT STAIN E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW CDF 3070 DARK WALNUT STAIN E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW SIDELIGHT & INSET WIND. SOLID CORE DOOR W/ W/ LOW E-GLASS TEMPERED SIDELIGHT & INSET WIND. SOLID CORE DOOR W/ W/ LOW E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED SOLID CORE DOOR SOLID CORE DOOR INSET WINDOW W/ LOW SOLID CORE DOOR W/ E-GLASS TEMPERED 3070 3070 3070 3070 3070 3070 3070 3070 3070 3070 3070 3070 3070 3070 WOOD METAL METAL GLASS METAL GLASS METAL GLASS METAL METAL WOOD METAL WOOD GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL CDF DISTRIBUTORS GLASS ISLAND INC. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. 27 3'-3" 7'-11 2" 7' 3' 7' 3' 3' 7' 3' 3' 2'-11 2" 2'-11 2" 4'-3" X 7'-0" 3'-4 3/4" X 7'-0" 6'-3" X 7'-1 1/2" 6'-3" X 7'-1 1/2" 27 3'-3" X 7'-1 1/2" 1 YES TOTAL SECURITY SOLUTIONS STEEL MTL. BALLISTIC LEVEL 8 FRAME & STEEL EXIT DOOR CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN BRONZE LOW E-GLASS TEMPERED FRAME COLOR: CDF 3070 DARK WALNUT STAIN FRAME COLOR: BRONZE CDF 3070 DARK WALNUT STAIN FRAME COLOR: BRONZE CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS CDF DISTRIBUTORS ONE DAY CLOSET & DOORS ALIGN CYBER DOOR COLLECTION MODERN SERIES - COLOR: WHITE NONE SOLID CORE SOLID CORE ONE DAY CLOSET & DOORS ALIGN CYBER DOOR COLLECTION MODERN SERIES - COLOR: WHITE NONE SOLID CORE DOOR SOLID CORE DOOR (2) STEEL DOORS W/ LOUVERED INSET (2) STEEL DOORS W/ LOUVERED INSET HALLOW METAL HALLOW METAL HALLOW METAL STEEL MTL. STEEL MTL. CDF DISTRIBUTORS CDF DISTRIBUTORS CDF STEEL METAL DOOR W/ INSET LOUVERED STEEL CRAFT - FALCON SZ SERIES DOOR FRAME COLOR: BRONZE CDF STEEL METAL DOOR W/ INSET LOUVERED STEEL CRAFT - FALCON SZ SERIES DOOR FRAME COLOR: BRONZE TSS BL 5.5 TOTAL SECURITY SOLUTIONS 28 3'-3" 7'-11 2" 7' 3' 29 3'-3" 7'-11 2" 7' 3' 30 3'-3" 7'-11 2" 7' 3' 28 29 30 DOOR NOS. HARDWARE SCHEDULE HARDWARE NUMBER & DESCRIPTION MODEL NO. QTY. REMARKS 1 1 2 6 FA360 MON/ F10 ACC 620 SCHLAGE HANDLESET MONACO FINISH: 620 ENTRANCE HANDLESET W/ ACCENT LEVER ENTRANCE LOCKSET ALL DOORS SCHLAGE SIENA KNOB- HALL/ CLOSET F10 SIE 620 3 HALL/ CLOSET 7 8 10 5 11 12 27 30 13 15 14 17 18 19 20 16 29 21 22 23 24 28 EXISTING LOCK TO BE RECYCLED N/A 1 BATH 29 EXISTING LOCK TO BE RECYCLED N/A 1 OFFICE SCHLAGE LEVER: ATHENS (ATH)2 FINISH: 619 US15 ND85PD FACULTY RESTROOM LOCK FINISH: 619 US15 SCHLAGE LEVER: ATHENS (ATH)2 FINISH: 619 US15 ND50PD ENTRANCE/OFFICE LOCK FINISH: 619 US15 OFFICE LOCK ADA COMPLIANT BATHROOM LOCK ADA COMPLIANT 25 26 CLOSET ENTRANCE LOCK ADA COMPLIANT SCHLAGE LEVER: ATHENS (ATH)2 FINISH: 619 US15 ND53PD F109 ENTRANCE LOCK FINISH: 619 US15 2 3 2 7 2 10 32 SCHLAGE LEVER: ATHENS (ATH)2 FINISH: 619 US15 ND80ELPD ELECTRIFIED SR FINISH: 619 US15 SCHLAGE EVEREST 29 SL FINISH: 626 US26D EVEREST 29 SL SCHLAGE LEVER: ATHENS (ATH)2 FINISH: 619 US15 ND80ELPD ELECTRIFIED SR FINISH: 619 US15 ENTRY BUZZER OPTION ADA COMPLIANT ADA COMPLIANT GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. ALL GLAZING REQUIREMENTS FOR WINDOW AND DOORS WILL BE E-GLASS BALLISTIC PROOF - GLASS-CLAD POLYCARBONATE 2-1/4” NO SPALL (LEVEL 8) UNLESS OTHERWISE INDICATED. 4. ALL WINDOW/DOOR UNIT FRAMES TO BE THERMAL FRAMING SYSTEM (LEVEL 8) PART #BL650. 5. CONTRACTOR TO COORDINATE W/ OWNER TO HAVE ALL LOCKSETS KEYED TO OWNER SPECIFICATIONS. 6. ALL EXTERIOR WINDOW AND DOOR UNIT FRAMES TO BE FINISHED COLOR: BRONZE. 7. ALL LISTED MANUFACTURER'S ARE AS INDICATED OR APPROVED EQUAL. 8. THE SCOPE OF WORK FOR PHASE 2B ARE DOOR UNITS 2&5. DOORS 3,4, 25 & 26 ARE PART OF ROOF REPLACEMENT PHASE 2. ALL REMAINING DOOR NUMBERS ARE FOR PHASE 2C. 9. ALL ENTRANCE DOORS TO HAVE ADA COMPLIANT COMMERCIAL GRADE CLOSER ARMS, HANDLE BARS & PANIC BARS. 10. EACH ENTRANCE DOORS TO HAVE COMMERCIAL GRADE SINGLE CYLINDER DEAD BOLT & LOCKSET. 12. ALL ENTRANCE DOORS TO HAVE COMMERCIAL GRADE ADA COMPLIANT THRESHOLD. 13. ALL INTERNAL ENTRANCE DOORS ARE TO WIRED W/ BADGE SCANNERS. ALL ELECTRONIC LOCKS ARE TO BE COORDINATED WITH ALARM CO. 14. ALL INTERNAL ENTRANCE DOORS TO HAVE ADA COMPLIANT COMMERCIAL GRADE CLOSER ARMS, LEVER HANDLE, LOCKSET & SINGLE CYLINDER DEADBOLT. 15. ALL INTERNAL ENTRANCE DOORS TO HAVE COMMERCIAL GRADE ADA COMPLIANT THRESHOLD. 16. ALL INTERNAL OFFICES & ROOMS ARE TO HAVE THE FOLLOWING HARDWARE REQUIREMENTS WHICH ARE COMMERCIAL GRADE: A - OFFICES (OFFICE LEVEL LOCKSET & SINGLE CYLINDER DEADBOLT); B - BATHROOMS (BATHROOM LEVEL LOCKSET); C - IN TAKE (OFFICE LEVEL LOCKSET); D - INNER LOBBY (OFFICE LEVEL LOCKSET W/ BUZZER ENTRY). ALL DOORS TO HAVE DOOR STOPS PER DOOR LEAF. (436B 620) 17. ALL DOOR HARDWARE TO BE COMMRCIAL GRADE SCHLAGE BRAND OR APPROVED EQUAL. 18. SCOPE OF WORK PHASE 2B & 2C. 31 32 32 18'-0" X 9'-0" 3'-3" X 7'-1 1/2" 3'-3" X 7'-1 1/2" EXISTING SOLID CORE DOOR TO BE RECYCLED EXISTING METAL & GLASS FRAME DOOR TO BE RECYCLED 3'-3" X 7'-1 1/2" YES 1 SOLID CORE DOOR 3070 METAL WOOD STEEL MTL. CDF 3070 DARK WALNUT STAIN FRAME COLOR: BRONZE CDF DISTRIBUTORS YES ONE DAY CLOSET & DOORS ALIGN CYBER DOOR COLLECTION MODERN SERIES - COLOR: WHITE NONE SOLID CORE 1 SOLID CORE DOOR 7' 5'-21 2" 5'-2 1/2" X 7'-0" NEW EMPLOYEE LOUNGE & DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-4.1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - GROUND FLOOR ADA BATHROOMS WINDOW/DOOR SCHEDULES 1 BID PACKAGE RESPONSE 10.31.2023 2 BID PACKAGE REISSUE 12.15.2023 3/8" = 1' - 0" WINDOW SCHEDULE 1 NO. DOOR TYPE SIZE OF ROUGH OPENING W X H QTY. 1 4'-2" X 1'-4" NO. MATERIALS DOOR FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP DRAWINGS REMARKS WINDOW SCHEDULE YES GLASS 1 4'-2" X 6'-10" YES 1 4'-2" X 6'-10" YES STEEL MTL. 1 YES ALUM. MTL. STEEL MTL. ALUM. MTL. 1 GLASS ALUM. MTL. TOTAL SECURITY SOLUTIONS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS 4'-2" WINDOW TYPES 6'-10" 4'-2" 4'-2" X 6'-10" 4'-2" X 6'-10" 4'-2" X 6'-10" 4'-2" X 6'-10" 4'-2" X 1'-4" 4'-2" X 1'-4" 24'- 0 3/4" X 4'-0" 24'-0" X 4'-0" (4) FIXED UNITS - BALLISTIC GLASS & MTL. FRAME WINDOW - IMPACT RESISTANT TRANSOM CASEMENT LEVEL 8 FRAME & GLASS 1'-4" 6'-10" 1'-2" 1'-103 4" YES YES YES YES ALUM. MTL. ALUM. MTL. 1 1 1 1 1 1 WOOD METAL METAL GLASS METAL GLASS METAL GLASS METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS WOOD METAL GLASS ISLAND INC. STEEL MTL. STEEL MTL. STEEL MTL. STEEL MTL. 3'-11" 1'-1" F 1'-103 4" 1'-2" 4' G H I J K L 6'-10" 4'-2" 6'-10" 1'-2" 1'-103 4" 1'-103 4" 1'-2" 4' 6'-10" 4'-2" 6'-10" 1'-2" 1'-103 4" 1'-103 4" 1'-2" 4' 6'-10" 4'-2" 6'-10" 1'-2" 1'-103 4" 1'-103 4" 1'-2" 4' 6'-10" 4'-2" 6'-10" 1'-2" 1'-103 4" 1'-103 4" 1'-2" 4' 6'-10" 4'-2" 6'-10" 1'-2" 1'-103 4" 1'-103 4" 1'-2" 4' 4'-2" 1'-4" 3'-11" 1'-1" 4'-2" 1'-4" 3'-11" 1'-1" M N O P 4' 24'-03 4" 4' 24' F G H I J K L M N O P GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. ALL GLAZING REQUIREMENTS FOR WINDOW AND DOORS WILL BE E-GLASS BALLISTIC PROOF - GLASS-CLAD POLYCARBONATE 2-1/4” NO SPALL (LEVEL 8) UNLESS OTHERWISE INDICATED. 4. ALL WINDOW/DOOR UNIT FRAMES TO BE THERMAL FRAMING SYSTEM (LEVEL 8) PART #BL650. 5. CONTRACTOR TO COORDINATE W/ OWNER TO HAVE ALL LOCKSETS KEYED TO OWNER SPECIFICATIONS. 6. ALL EXTERIOR WINDOW AND DOOR UNIT FRAMES TO BE FINISHED COLOR: BRONZE. 7. ALL LISTED MANUFACTURER'S ARE AS INDICATED OR APPROVED EQUAL. 8. THIS SCOPE OF WORK IS FOR PHASE 2C, EXCEPT FOR ITEMS O & P WHICH ARE TO BE INSTALLED IN CONJUNCTION WITH THE ROOF REPLACEMENT. 9. SCOPE OF WORK PHASE 2C. TOTAL SECURITY SOLUTIONS TSS BL 5.5; GCP LOW - E GLASS TOTAL SECURITY SOLUTIONS (2) CASEMENT WINDOWS W/ (2) FIXED UNITS - BALLISTIC LEVEL 8 FRAME & GLASS (2) CASEMENT WINDOWS W/ (2) FIXED UNITS - BALLISTIC LEVEL 8 FRAME & GLASS (2) CASEMENT WINDOWS W/ (2) FIXED UNITS - BALLISTIC LEVEL 8 FRAME & GLASS GLASS & MTL. FRAME WINDOW - IMPACT RESISTANT TRANSOM CASEMENT E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW GLASS ISLAND INC. RECYCLED EXISTING WINDOW UNIT RECYCLED EXISTING WINDOW UNIT RECYCLED EXISTING WINDOW UNIT N/A N/A N/A N/A N/A N/A 8' 8' 8' 8'-03 8" 8' 8'-03 8" LOUVER LOUVERS. COLOR: HEIRLOOM WHITE GRADE FRAMES - E6WF HURRICANE ARCHITECTURAL LOUVERS COMMERC. E6WF SCREENS LOUVERS & RAIN METAL FRAME W/ FIXED SCREENS LOUVERS & RAIN METAL FRAME W/ FIXED LOUVERS. COLOR: HEIRLOOM WHITE GRADE FRAMES - E6WF HURRICANE ARCHITECTURAL LOUVERS COMMERC. E6WF GLASS ISLAND INC. E-GLASS TEMPERED FRAME COLOR: BRONZE GLASS ISLAND INC. MIAMI FLORIDA. LOW (4) FIXED UNITS - BALLISTIC LEVEL 8 FRAME & GLASS (4) FIXED UNITS - BALLISTIC LEVEL 8 FRAME & GLASS GLASS & MTL. FRAME WINDOW - IMPACT RESISTANT TRANSOM CASEMENT UPPER FLOOR WINDOW/ DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-4.2 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - GROUND & DOOR SCHEDULE 1 BID SET CONTINUED 2 BID PACKAGE RESPONSE 10.31.2023 3 BID PACKAGE REISSUE 12.15.2023 ROOM N/A NORTH REMARKS ROOM FINISH SCHEDULE - UPPER FLOOR NAME FLOOR WALLS EAST SOUTH WEST CEILING COURTYARD STRUCTURE EXPOSED BASE WINDOW/DOOR CROWN MOLDING MOLDING DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL N/A DUROCK ACOUST. CEIL. ACOUST. CEIL. PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL ACOUST. CEIL. ACOUST. CEIL. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A & UPPER SPACE FRAME STRUCTURE N/A MODIFIED COURTYARD & HALLWAY WALLS N/A DRYWALL ADMINISTRATIVE CONF. & FLEX RM NEW UTILITY ROOM N/A N/A N/A N/A AIR CONDITIONED HALLWAY N/A DRYWALL CEIL. ROOM FINISH SCHEDULE - GROUND FLOOR AIR CONDITIONED CONTROLLED ENTRY & N/A HALLWAY STORAGE RM CONFERENCE RM ADMIN. RM DIRECT. OFFICE EMPLOYEE LOUNGE/ KITCHEN ADA BATH ADA BATH FAMILY OFFICES LOBBY ADMIN. ASST. INTAKE RM FAMILY OFFICES PROBATION & PRETRIAL FAMILY OFFICES LOBBY ADMIN. ASST. INTAKE RM INTAKE RM PROBATION & PRETRIAL OFFICES PROBATION SUPERVISOR OFFICE PRETRIAL SUPERVISOR OFFICE AC PAD STRUCTURE BROOM FIN. CONCRETE MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL MANNINGTON COMMERCIAL LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL PREMIUM TS MOLDED WALL BURKEBASE - SKY GRAY 663 MANNINGTON COMMERCIAL LVT - TERRATZI BIANC UPW20 1230 MANNINGTON COMMERCIAL LVT - TERRATZI BIANC UPW20 1230 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 LVT - SPACIA XPRESS CERAMIC LIGHT SS5S1565 DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL SM. PLAST. 8" CMU & DECOR. BLOCK SM. PLAST. 8" CMU & DECOR. BLOCK SM. PLAST. 8" CMU & DECOR. BLOCK SM. PLAST. 8" CMU & DECOR. BLOCK N/A ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. ACOUST. CEIL. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DUROCK FILL W/ COATING N/A N/A N/A GENERAL NOTES 1. VERIFY ALL DIMENSIONS IN FIELD. COORDINATE ALL WORK WITH TRADES. 2. ALL EXTERIOR REPAIRS, PATCHES & NEW EXTERIOR DUROCK SURFACES TO BE TEXTURED TO MATCH EXISTING CONDITIONS. ALL SURFACES TO BE PRIMED AND PAINT READY W/ 1 PRIME COAT, 2 FINISH COATS EXTERIOR COMMERCIAL GRADE SATIN FINISH LATEX SHERWIN WILLIAMS BRAND OR APPROVED EQUAL. 3. ALL HALLWAY DUROCK CLASSIFICATIONS ARE TO BE TEXTURED TO MATCH EXISTING FINISH W/ 1 PRIME COAT, 2 FINISH COATS EXTERIOR COMMERCIAL GRADE SATIN FINISH LATEX SHERWIN WILLIAMS BRAND OR APPROVED EQUAL. 4. ALL HALLWAY DROP CEILING CLASSIFICATIONS ARE TO BE SMOOTH FINISHED PAINT READY W/ 1 PRIME COAT, 2 FINISH COATS EXTERIOR COMMERCIAL GRADE SATIN FINISH LATEX SHERWIN WILLIAMS BRAND OR APPROVED EQUAL. 5. ALL INTERIOR TYPE X GYP. BD. SURFACES TO BE SMOOTH FINISHED PAINT READY W/ 1 PRIME COAT, 2 FINISH COATS INTERIOR COMMERCIAL GRADE SATIN FINISH LATEX SHERWIN WILLIAMS BRAND OR APPROVED EQUAL. 6. ALL BATHROOMS TO HAVE WALL DAL-TILE PORCELAIN TILE WAINSCOTING TO BE INSTALLED A MINIMUM OF 5' - 0" ABOVE FINISH FLOOR ON ALL 4 WALLS. TILE TO BE 12 X 12 AND SELECTED BY ARCHITECT. 7. ALL PAINT MUST BE APPLIED & EXECUTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 8. ALL PAINT COLORS ARE TO BE SELECTED BY ARCHITECT. 9. SCOPE OF WORK PHASE 2, PHASE 2B & PHASE 2C. H&C HEAVY SHIELD WATER-BASED SOLID COLOR CONCRETE & DRIV. STAIN W/ H&C SHARKGRIP SLIP-RESISTANT ADDITIVE H&C HEAVY SHIELD WATER-BASED SOLID COLOR CONCRETE & DRIV. STAIN STAIRWAY H&C HEAVY SHIELD WATER-BASED SOLID COLOR CONCRETE & DRIV. STAIN DUROCK FILL W/ COATING H&C HEAVY SHIELD WATER-BASED SOLID COLOR CONCRETE & DRIV. STAIN N/A N/A W/ H&C SHARKGRIP SLIP-RESISTANT ADDITIVE DRYWALL CEIL. DRYWALL CEIL. DRYWALL CEIL. DRYWALL CEIL. DRYWALL CEIL. DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DRYWALL DRYWALL DRYWALL DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK DUROCK PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ PORC. TILE DRYWALL/ UPPER FLOOR FINISH DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-4.3 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - GROUND & SCHEDULE 1 BID SET 2 BID PACKAGE RESPONSE 10.31.2023 3 BID PACKAGE REISSUE 12.15.2023 TREATED PLY. COUNTERTOP W/ PALOMA POLAR ANTIMICROBIAL 6698A (TYP.) TREATED PLY. W/ COLOR CORE2 LAMINATE GRADE (HCS) WHITE TWILL 9285 (TYP.) TREATED PLY. W/ COLOR CORE2 LAMINATE GRADE (HCS) WHITE TWILL 9285 AMANA RCS10TS STACKABLE COMMERCIAL MICROWAVE 120V 1000W STAINLESS STEEL HARDWARE: SELECTED BY ARCHITECT (TYP.) ELKAY SINK & FAUCET GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WITH ALL TRADES. 3. ALL CABINATE SUBSTRATE PLYWOOD TO BE GRADE A BORATE TREATED LUMBER. 4. ALL INTERIOR EXPOSED SURFACES TO BE PLASTIC LAMINATE: COLOR - WHITE. 5. ALL VERTICAL EXTERIOR SURFACES EXCEPT BACKSPLASH & BASEBOARD TO BE FORMICA COLOR CORE2 LAMINATE GRADE (HCS) WHITE TWILL 9285. 6. ALL COUNTERTOP & BACKSPLASH SURFACES TO BE FORMICA LAMINATE ANTIMICROBIAL COLLECTION PALOMA POLAR ANTIMICROBIAL 6698A. 7. BASEBOARD TO BE FORMICA LAMINATE ANTIMICROBIAL COLLECTION FOG ANTIMICROBIAL 961A. 8. ALL LISTED MANUFACTURER'S ARE AS INDICATED OR APPROVED EQUAL. 9. SCOPE OF WORK PHASE 2C. 9' 7'-4" 3' 1'-8" 2'-8" 10'-23 8" 3 4" 2'-11 2" 1'-1" 1'-11" 1'-3" 1'-11" 2 3/8" = 1' - 0" EMPLOYEE LOUNGE KITCHENETTE FRONT ELEVATION 3 3/8" = 1' - 0" EMPLOYEE LOUNGE KITCHENETTE SECTION 1 3/8" = 1' - 0" EMPLOYEE LOUNGE KITCHENETTE PLAN MAXX COLD SINGLE DOOR ECONOMY REACH-IN REFRIGERATOR MXX-23RHC TREATED PLY. BACKSPLASH W/ PALOMA POLAR ANTIMICROBIAL 6698A TREATED PLY. W/ LAMINATE FOG ANTIMICROBIAL 961A 9' 3' 1'-8" 2'-8" ELKAY 8"" CENTERSET W/ 5" GOOSENECK SPOUT 4" HANDLES MODEL LK810GN05T4 ELKAY CROSSTOWN 18 GAUGE STAINLESS STEEL 25-1/2" x 18-1/2" x 9" SINGLE BOWL UNDERMOUNT SINK ECTRU24179RT MARK TYPE BRAND AMERICAN STANDARD CADET 3 FLOWISE SKIRTED TWO-PIECE PLUMBING FIXTURES & APPLIANCES SCHEDULE QTY. 2 MODEL FINISH REMARKS H I ELONGATED TOILET WITH SEAT 2989101.020 VITREOUS CHINA/ WHITE AMERICAN STANDARD 9134008EC/0062.000 VITREOUS CHINA/ WHITE PROVIDE ALL REQUIRED FITTINGS 2 SERIN SINGLE HOLE SINGLE HANDLE W/ LEVER HANDLE 2 PROVIDE ALL REQUIRED FITTINGS & PLUG PLATE TO MATCH MAXX COLD 2064101.295 BRUSHED NICKEL NOTES MARK TYPE BRAND BOBRICK 36" HORIZ. GRAB BAR PLUMBING FITTINGS SCHEDULE QTY. 4 MODEL FINISH REMARKS A C B-5806 X 36" SEE NOTE 1 NOTES E F BOBRICK SURFACE MOUNTED DOUBLE 2 B-7686 B-76867 SEE NOTE 1 ROLL TOILET TISSUE DISPENSER 1 ALL BATHROOM ACCESSORIES TO BE STAINLESS STEEL, SATIN FINISH WHERE AVAILABLE BOBRICK SURFACE MOUNTED PAPER TOWEL 2 B-43699 SEE NOTE 1 DISPENSER & WASTE RECEPTACLE BOBRICK TILT MIRROR W/ S.S. FRAME 2 BOBRICK LAVATORY MOUNTED SOAP 2 B-8221 SEE NOTE 1 DISPENSER B G PROVIDE ALL REQUIRED FITTINGS * CONTURA SERIES * CLASSIC SERIES DECORUM WALL HUNG RECTANGLE VESSEL SINK 8" FAUCET HOLES W/ GUARD B-293 SEE NOTE 1 MAXX COLD SINGLE DOOR ECONOMY REACH-IN REFRIGERATOR J 1 MXX-23RHC WHITE AMERICAN STANDARD J ELKAY ELKAY CROSSTOWN SS SINGLE BOWL UNDERMOUNT SINK K 1 ECTRU24279RT STAINLESS STEEL ELKAY ELKAY 8"" CENTERSET W/ 5" GOOSENECK SPOUT 4" HANDLES L 1 LK810GN05T4 CHROME AMANA AMANA RCS10TS STACKABLE COMMERCIAL MICROWAVE 120V 1000W M 1 RCS10TS STAINLESS STEEL 18 GAUGE SS 25-1/2" x 18-1/2" x 9" K L M M LOUNGE KITCHENETTE DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC A-4.4 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - EMPLOYEE PLANS/DETAILS & PLUMB. 1 BID SET 2 BID PACKAGE RESPONSE 10.31.2023 FIXTURES, FITTINGS & APPLIANCE SCHEDULES 3 BID PACKAGE RESPONSE 11.24.2023 4 BID PACKAGE REISSUE 12.15.2023 38 ATTACHMENT D 39 ATTACHMENT E E-4A ATTACHMENT F December - February During the winter, trade winds reach a maximum and blow with great regularity from the east- northeast. Wind speeds range from eleven to twenty-one knots about sixty percent of the time in January. This is a period when the Bermuda High is intensified with only nominal compensation pressure changes in the Equatorial Trough. The trade winds during this period are interrupted by "Northerners" or "Christmas Winds" which blow more than twenty knots from a northerly direction in gusts from one to three days. Such outbreaks average about thirty each year and they are created by the strengthening of high-pressure cells over the North American continent which, in turn, allows weak cold fronts to move southeastward over the entire Caribbean region. Intermittent rains, clouds, and low visibility for mariners accompany these storms. Figure 6 Dec 1, 2000 to Dec 31, 2022 Wind Rose Figure 7 Jan 1, 2000 to Oct 4, 2023 Wind Rose Figure 8 Feb 1, 2000 to Feb 28, 2023 Wind Rose March – May During the spring, the trade winds are reduced in speed and blow mainly from the east. Winds exceed twenty knots only thirteen percent of the time in April. The change in speed and direction is the result of a decrease in the Equatorial Trough. Figure 9 Mar 1, 2000 to Mar 31, 2023 Wind Rose Figure 10 - April 2, 2000 to April 30, 2023 wind Rose Figure 11 May 1, 2000 to May 31, 2023 Wind Rose June – August Trade winds reach a secondary maximum during this period and blow predominantly from the east to east-southeast; speeds exceed twenty knots twenty-three percent of the time during July. The trend for increasing winds results from the strengthening of the Bermuda High and a concurrent lowering of the pressure in the Equatorial Trough. Trade winds during this period are interrupted by occasional hurricane. Figure 12 June 10, 2000 to June 30, 2023 Wind Rose Loops Village Environmental Assessment Report 6 Figure 13 July 1, 2000 to July 31, 2023 Wind Rose Figure 14 August 1, 2000 to August 31, 2023 Wind Rose Loops Village Environmental Assessment Report 7 September – November During the fall, winds blow mainly from the east or southeast and speeds reach an annual minimum; only 7 percent of the winds exceed 20 knots in October. The low speeds result from a decrease in the Equatorial Trough. During this period, especially during late August through mid-October, easterly waves, tropical storms in-October and hurricanes often break down the normal trade wind regime. Figure 15 Sept 1, 2000 to Sept 30, 2023 Wind Rose Loops Village Environmental Assessment Report 8 Figure 16 Oct 1, 2000 to Oct 4, 2023 Wind Rose Figure 17 Nov 1, 2000 to Nov 30, 2022 Wind Rose 40 ATTACHMENT G QUEEN MARY HWY 1 1/32" = 1' - 0" SITE PLAN 150 140 130 120 110 100 160 170 SEE CIVIL DWGS. SLOPED SODDED EARTH (TYP.) SLOPED SODDED EARTH (TYP.) E S W N SEDIMENTATION & EROSION CONTROL FENCE (SEE 2/SD.1 TYP.) SEDIMENTATION & EROSION CONTROL FENCE SEDIMENTATION & EROSION CONTROL FENCE SEDIMENTATION & EROSION CONTROL FENCE SEDIMENTATION & EROSION CONTROL FENCE NEW CONC. SWALE SEE CIVIL DWGS. NEW CONC. SWALE NOTES: 1.- ALL DIMENSIONS TO BE FIELD VERIFIED 2.- COORDINATE WORK WITH ALL TRADES. 3. SEE CIVIL DWGS NOTES. FOR INSTALLATION OF SEDIMENTATION & EROSION CONTROL DEVICES. AS REQ'D IN ENTRY LEGEND: SILT FENCE .5 4.00 1.00 IMPERMEABLE 30 MIL SILT CURTAIN TOWED INTO SOIL BED , AS INDICATED (TYP.) #4 REBAR STAKE @ 4'-0" O.C. SPACING (TYP.) EARTH EARTH IN EARTH 3/4" = 1' - 0" 2 SILT FENCE INSTALLATION UPLAND CONDITION DOWNLAND CONDITION SEDIMENTATION CONTROL DESIGNER TITLE: PROJECT TITLE: REVISIONS NO. DATE: SEAL: DRAWING TITLE: CHKD BY: G.L. DWG NAME: TALLER LARJAS, LLC SD-1 DWN BY: GL SCALE: AS NOTED 20A QUEEN STREET CHRISTIANSTED ST. CROIX, U.S.V.I. 00820 340.779.3039, INFO@TALLERLARJAS.COM IN ASSOCIATION WITH LANIO & ASSOCIATES ARCHITECTS, INC. NOTES: DATE: THESE CONSTRUCTION DOCUMENTS ARE THE SOLE PROPERTY OF TALLER LARJAS, LLC. ANY REPRODUCTION OR USE OF THESE DRAWINGS WITHOUT THE CONSENT AND AUTHORIZATION BY TALLER LARJAS, LLC IS STRICTLY PROHIBITED. ALL CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND ALL RIGHTS RESERVED. R.H. AMPHLETT LEADER JUSTICE CENTER RR1 9000 KINGSHILL, VIRGIN ISLANDS 00850 SUPERIOR COURT OF THE VIRGIN ISLANDS PHASE 2 - SITE EROSION & FCD EARTH CHANGE PACKAGE 6.4.2024 1 MEASURES 41 ATTACHMENT H ATTACHMENT A-LIST OF PLANTS FOUND AT SITE LIST OF BIRDS 42 ATTACHMENT I VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] VIRGIN ISLANDS SUPERIOR COURT UNIVERSAL WASTE LAMP MANAGEMENT STANDARD OPERATING PROCEDURE Introduction This document provides Virgin Islands Superior Court standard operating procedures (SOP) for managing universal waste lamps under the federal universal waste rule (UWR). UWR requirements are a streamlined and less stringent set of standards for managing lamps, batteries, mercury-containing equipment and pesticides to encourage recycling and proper disposal. This SOP only addresses lamps. Although handlers of universal wastes can meet less stringent standards for storing, transporting and collecting these wastes, handlers must still comply with the full applicable hazardous waste requirements for recycling, treatment or disposal. This procedure pertains ONLY to Lamps as defined below. A lamp is defined as the bulb or tube portion of an electric lighting device and is specifically designed to produce radiant energy, most often in the ultraviolet, visible, and infra-red regions of the electromagnetic spectrum. For example, they include, but is not limited to, fluorescent, metal halide, high pressure sodium, neon, high intensity discharge and mercury vapor. In addition to regulatory standards for storing, transporting and collecting, universal wastes will be handled to prevent breakage and/or release of constituents that may exhibit hazardous characteristics to the environment from generation through recycling/disposal. A person, owner or operator of a facility that generates, receives or sends universal waste to another handler is legally referred to as a universal waste handler or handler. This SOP provides regulatory context and addresses these basic areas: accumulation/storage; labeling-marking; response to releases; disposal; record keeping; tracking; and training. Regulatory Context Title 19 Health, Chapter 56: Solid and Hazardous Waste Management § 1553(a) Administration declares the Virgin Islands Waste Management Authority (VIWMA) as the Solid Waste Management Agency with duties and responsibilities as authorized by Title 3, § 67 of the V. I. Code. Title 19 Health, Chapter 56: Solid and Hazardous Waste Management § 1553(g) Administration authorizes the Department of Planning and Natural Resources (DPNR)1 to enforce provisions of the above referenced chapter relating to environmental effects of hazardous wastes. 1 The Virgin Islands “Territorial/State Environmental Protection Regulatory Agency” VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] Title 40 Protection of Environment, Code of Federal Regulations (CFR) Part 273 Standards For Universal Waste Management establishes requirements for managing universal wastes. Federal regulations (i.e., 40 CFR § 261.2) define a solid waste as any material that is discarded by being either abandoned, inherently waste-like, certain military munitions, or recycled. Further, 40 CFR 261.2(b) indicates that materials are solid wastes if they are abandoned by being disposed of, burned or incinerated, accumulated, or stored. Consequently, spent hazardous universal waste lamds covered by the SOP that are being accumulated, stored and destined for recycling/disposal are solid wastes. Solid wastes are also defined in Title 19 VIC Chapter 56 “Solid and Hazardous Waste Management” rules and regulations. In the Resource Conservation and Recovery Act (RCRA) §1004(5), Congress defined hazardous waste as a solid waste, or combination of solid wastes, which because of its quantity, concentration, or physical, chemical, or infectious characteristics may cause, or significantly contribute to, an increase in mortality or an increase in serious irreversible, or incapacitating reversible, illness or pose a substantial present or potential hazard to human health or the environment when improperly treated, stored, transported, or disposed of, or otherwise managed. Hazardous wastes are also defined in Section 1560-1(r) of Title 19 VIC Chapter 56 “Solid and Hazardous Waste Management” of the local solid and hazardous management rules and regulations. Two other types of wastes (i.e., scrap tires and used oil) are identified as special wastes in Section 1560-1 under local/state requirements. The section of the Virgin Islands Solid and Hazardous Waste Management Rules and Regulations (VISHWMRR) that addresses hazardous wastes is designated “Division 6. Hazardous Wastes in Accordance With 40 Code of Federal Regulations (CFR) Part 261”. Title 40-Protection of the Environment, Part 261 of the CFR is titled Identification and Listing of Hazardous Waste and accordingly § 261.9 is titled “Requirements for Universal Waste”. 40 CFR Part 261.9 is presented below and this section: 1. Lists the four federal items designated as universal wastes (UWs); 2. Indicates they are exempt from CFR parts 262 through 270; and 3. States they are not fully regulated as hazardous wastes and are regulated under 40 CFR 273. 40 CFR § 261.9 Requirements for Universal Waste The wastes listed in this section are exempt from regulation under parts 262 through 270 of this chapter except as specified in part 273 of this chapter and, therefore are not fully regulated as hazardous waste. The wastes listed in this section are subject to regulation under 40 CFR part 273: (a) Batteries as described in 40 CFR 273.2; (b) Pesticides as described in § 273.3; VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] (c) Mercury-containing equipment as described in § 273.; (d) Lamps as described in § 273.5; and (e) Aerosols cans as described in § 273.6. VIWMA has adopted universal waste guidelines consistent with the federal Universal Waste Rule 2 as part of their current hazardous waste management regulatory framework3. Scope This universal waste management SOP applies to the VISC partial demolition and renovation/construction project located at No. 1 Kingshill Hall of Justice (Property ID 206400020600) on the island of St. Croix at 17 43 30.42 N and 64 47 01.86 W. Contractors must adhere to the procedures outlined herein, particularly those with specific responsibility for handling of universal waste lamps containing constituents that may exhibit hazardous characteristics. Applicability These procedures apply to lamps as described above. 1. Retain the original manufacturer’s box/package/container that universal wastes arrived in and package universal wastes or procure safe and durable containers for storing, transporting and shipping universal wastes lamps. 2. Store universal wastes containing constituents that may exhibit hazardous characteristics in a controlled secure environment in safety packs or safety boxes to minimize breakage and prevent release of hazardous substances into the environment. Accumulation/Storage-Labeling/Marking Acquire and complete RCRA Subtitle C Site Identification Form [EPA Form 8700-124] to make an initial notification to the EPA of your regulated hazardous waste activity since all persons, except small quantity handlers of universal wastes, who generate, transport, recycle, treat, store, or dispose of hazardous waste are required to inform EPA (or their State agency (i.e., DPNR) if the State is authorized to operate its own hazardous waste program) of their hazardous waste activities. Section 3010 of Subtitle C of RCRA requires any person who generates, transports, or recycles regulated wastes or who owns 2 Universal wastes are a subset of the Resource Conservation and Recovery Act (RCRA) hazardous wastes whose generators have been given relief from the full RCRA regulations to encourage recycling and proper disposal. Common items classified as universal wastes include batteries, pesticides, mercury-containing equipment and universal wastes. 3 Please find in Attachment B a general comparison of generator requirements to universal waste requirements and hazardous waste transporter requirements to universal waste transporter requirements. 4 www.epa.gov/osw/inforesources/data/form8700/forms.htmf VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] or operates a facility for the treatment, storage, or disposal of regulated wastes to notify EPA of their activities. Apply for permit to generate and store hazardous wastes from the Department of Planning and Natural Resources pursuant to19 V.I.C., Chapter 56 Solid and Hazardous Waste Management § 1560-501. If you are a large quantity handler of universal wastes or are a small quantity or large quantity generator of hazardous waste, acquire an EPA ID number. As a best management practice, it is recommended that VISC acquire an EPA ID number. Determine the facility’s waste generator category each month to understand which set of generator requirements apply by measuring the amount/weight of universal wastes lamps generated each month 5 . Federal requirements establish and regulate three generator and two universal waste handler categories differently: conditionally exempt small quantity generator (CESQG); small quantity generator (SQG); large quantity generator (LQG); small quantity handler and large quantity handler. 1. Identify a location where spent hazardous universal wastes lamps can be accumulated safely prior to transfer to another handler or destination facility for recycling/disposal. This area should be free from the type of activity, traffic or equipment (e., forklift) that could lead to breakage of spent universal wastes. 2. Place spent universal wastes lamps/bulbs safely into container in original manufacturer boxes, safety packages or fiber drums to avoid breakage. 3. Ensure that universal waste lamps do not protrude, fill lamp storage container to capacity and secure boxes with tape. 4. Conduct lamp inventories and tape lamp inventories to boxes. Make sure accumulation date (i.e., earliest date when first universal waste is placed in storage) is placed on containers, on a prominent place in storage area or room where universal wastes are kept. Label each container and accumulation area where spent universal wastes are stored as "Spent Universal wastes for Recycling" or "Universal Wastes”, or "Waste (or Used) Universal wastes. Label the accumulation area with the date the first universal waste was generated so that all future universal wastes placed in the accumulation area will be associated with Perform and document (e.g., weekly) inspections of accumulation/storage area to ensure accumulation area is labeled/marked, universal wastes are dated, not broken and containers are in good shape 5 Universal wastes do not have to be counted toward determining your generator category, however if universal wastes are broken, the lamp and clean up materials must be managed as hazardous wastes and therefore included in determination of your hazardous waste generator category each month. VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] Send written notification to the EPA Administrator and acquire an EPA ID Number before exceeding the 5,0006 kilogram storage limit, if applicable. Note that if you are a CESQG you are not required to obtain an EPA ID. Accumulate universal waste for no longer than one year from the date the first universal waste is generated or received unless you can demonstrate/prove that storage for longer than a year is solely for the purpose of accumulation of such quantities to facilitate proper recovery, treatment or disposal. Response to Releases 1. Contain all universal wastes and releases from universal waste universal wastes immediately; 2. Determine if any releases from universal wastes are a hazardous waste and, if so, manage the hazardous waste in compliance with hazardous waste generator requirements in 40 CFR parts 260 through 272. Broken Lamp Response If universal wastes lamps are accidentally broken, ventilate area where breakage occurred. Immediately contain the broken universal wastes, avoid generating dust and store them in a tightly sealed container. It is recommended that you mark the container as "Broken Spent Mercury-Containing Universal wastes For Recycling". Determine whether the released material is a hazardous waste and manage accordingly. Before Clean-up: Air Out the Room  Have people leave the room, and don't let anyone walk through the breakage area on their way out.  Open a window, leave the room and ventilate for 15 minutes or more.  Shut off the central forced-air or other air conditioning system, if you have one. Clean-Up Steps for Hard Surfaces  Carefully scoop up glass pieces and powder using stiff paper or cardboard and place them in a labeled glass jar with metal lid (such as a canning jar) or in a sealed plastic bag.  Use sticky tape, such as duct tape, to pick up any remaining small glass fragments and powder.  Wipe the area clean with damp paper towels or disposable wet wipes. Place towels in the glass jar or plastic bag.  Do not use a vacuum or broom to clean up the broken bulb on hard surfaces. 6 This 5,000 kilograms limit applies to all universal wastes collectively and not just universal wastes/bulbs. VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] Clean-up Steps for Carpeting or Rug  Carefully pick up glass fragments and place them in a labeled glass jar with metal lid (such as a canning jar) or in a sealed plastic bag.  Use sticky tape, such as duct tape, to pick up any remaining small glass fragments and powder.  If vacuuming is needed after all visible materials are removed, vacuum the area where the bulb was broken.  Remove the vacuum bag (or empty and wipe the canister), and put the bag or vacuum debris in a sealed plastic bag. Clean-up Steps for Clothing and Other Soft Materials  If clothing comes in direct contact with broken glass or mercury-containing powder from inside the bulb that may stick to the fabric, the clothing should be thrown away. Do not wash such clothing because mercury fragments in the clothing may contaminate the machine and/or pollute sewage.  You can, however, wash clothing or other materials that have been exposed to the mercury vapor from a broken CFL, such as the clothing you are wearing when you cleaned up the broken CFL, as long as that clothing has not come into direct contact with the materials from the broken bulb.  If shoes come into direct contact with broken glass or mercury-containing powder from the bulb, wipe them off with damp paper towels or disposable wet wipes. Place the towels or wipes in a labeled glass jar or plastic bag for disposal. Disposal of Clean-up Materials  Ensure that all glass jars, sealed plastic bags or other devices used to store clean-up residues or materials are properly labeled.  Immediately place all clean-up materials in a labeled sealed container and protected area.  Contact the local regulatory agency (DPNR) and arrange for safe disposal with an approved treatment, storage and disposal facility (TSDF), since broken universal wastes can no longer be managed as universal wastes.  Wash your hands after disposing of the jars or plastic bags containing clean- up materials. Future Cleaning of Carpeting or Rug: Air Out the Room During and After Vacuuming  The next several times you vacuum, shut off the central forced-air or other air conditioning system and open a window before vacuuming. VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001]  Keep the air conditioning system shut off and the window open for at least 15 minutes after vacuuming is completed. Disposal To prevent spent universal wastes from breaking, they must be packed properly for storage and transportation. When universal wastes are removed and replaced with new universal wastes (e.g., during group relamping), the used universal wastes should be packed in the cardboard boxes that contained the replacement universal wastes or in fiber drums. Boxes containing hazardous waste must be properly labeled. Pre-printed labels or rubber stamps that meet Department of Transportation regulations are recommended for high-volume disposal. Contact VIWMA to determine if technical assistance and support is available. If technical assistance is not available: 1. Contact licensed and permitted TSDF to find out their acceptance terms and conditions and arrange for delivery or pickup by a permitted transporter particularly if universal wastes are broken and are being managed as a hazardous waste7. 2. Inquire from TSDF whether disposal mechanism involves recycling or treatment. 3. Acquire disposal invoice and await written record of final arrival to recycling/disposal location. 4. Retain copy of documentation of arrival of spent hazardous universal wastes to TSDF. Record Keeping 1. Obtain and keep receipts of shipments of universal wastes off-site as evidence of proper hazardous lamp management. Receipts should have the following information: (a) Quantity of universal wastes shipped or received, (b) Date of shipment or receipt, and (c) Name and address of the handler or recycling facility receiving any shipped universal wastes. 2. Maintain records of receipts and shipments of universal wastes (for large quantity handler facilities) for 3 years from the date of shipment or receipt. Tracking Develop lamp spreadsheet database to track lamp shipments and more importantly track spent universal wastes destined for recycling/disposal. The database entries should include number of universal wastes, bulb type, model number, length etc., of each bulb and date when the lamp becomes a waste. Lamp VISC Lamp/Bulb Management SOP July 1, 2024 [Revision 001] purchase invoices or receipts and MSDS sheets should be recorded in an electronic database. This information could be used to reconcile number of universal wastes disposed/recycled versus the number purchased. Personnel assigned to manage overall database will generate periodic summaries and updates. Employee Training Employees will be trained in proper lamp handling, packaging, emergency cleanup and containment procedures. Non-lamp residues containing mercury and that are generated as a result of a lamp cleanup must to be managed as hazardous waste.