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Home My WebLink About1.02 Environmental_Assessment_(Appendix_K-L)_-_Aster_Place,_Parachute APPENDIX K: HISTORIC PRESERVATION Cultural Resource Desktop Review Summary Report Aster Place SW Corner South Battlement Parkway & Stone Quarry Road Parachute, Garfield County, Colorado 81635 Report Date July 14, 2025 Partner Project No. 25-486627.3 Prepared for: Lincoln Avenue Capital 2228 Mack Bayou Road, Suite 1070 Santa Rosa Beach,Florida 32459 (800) 419-4926 www.PARTNEResi.com July 14, 2025 Rusty Snow Lincoln Avenue Capital 2228 Mack Bayou Road, Suite 1070 Santa Rosa Beach, Florida 32459 Subject: Cultural Resource Desktop Review Summary Report Aster Place SW Corner South Battlement Parkway & Stone Quarry Road Parachute, Colorado 81635 Partner Project No. 25-486627.3 Dear Mr. Snow: Partner Engineering and Science, Inc. is pleased to provide the results of the Colorado Office of Archaeology and Historic Preservation (OAHP) records search for the above-mentioned address. We appreciate the opportunity to provide these services to you. If you have any questions concerning this report, or if we can assist you in any other matter, please contact me at 214-234-9561. Sincerely, Partner Engineering and Science, Inc. DRAFT DRAFT Melissa Dahl Michael E. Macko, MA, RPA Relationship Manager Senior Archaeologist Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page i TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................................................... 1 1.1 Purpose ................................................................................................................................................................................ 1 1.2 Limitations .......................................................................................................................................................................... 1 1.3 Limiting Conditions ......................................................................................................................................................... 1 2.0 SITE DESCRIPTION AND SETTING .................................................................................................. 2 2.1 Site Location and Legal Description ......................................................................................................................... 2 2.2 Current Property Use ...................................................................................................................................................... 2 2.3 Proposed Property Use .................................................................................................................................................. 2 2.4 Natural and Cultural Contexts .................................................................................................................................... 2 2.4.1 Topography ................................................................................................................................................................... 2 2.4.2 Geology/Soils ............................................................................................................................................................... 3 2.4.3 Cultural Contexts ......................................................................................................................................................... 3 3.0 ARCHAEOLOGICAL AND HISTORICAL RECORDS SEARCH ........................................................... 6 3.1 Methods ............................................................................................................................................................................... 6 3.2 OAHP Records Search .................................................................................................................................................... 6 3.2.1 Site 5GF.786 ............................................................................................................................................................... 10 3.3 National Register of Historic Places and State Resource Maps.................................................................. 10 3.4 Public Historical Research .......................................................................................................................................... 10 3.5 Aerial Photograph Review ......................................................................................................................................... 11 3.6 Historical Topographic Maps ................................................................................................................................... 12 4.0 FINDINGS, CONCLUSIONS, AND RECOMMENDATION .............................................................. 14 5.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS ............................................................... 15 6.0 REFERENCES ................................................................................................................................... 16 The following report Figures and Appendices are attached at the end of this report. FIGURES Figure 1: Site Location Map Figure 2: Site Plan Figure 3: Topo Map Figure 4: NRHP Map APPENDICES Appendix A: Site Photographs Appendix B: Site Plans Appendix C: Aerial Imagery Appendix D: USGS Topos Appendix E: File Search Results (CONFIDENTIAL) Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 1 1.0 INTRODUCTION Partner has performed a Cultural Resources Desktop Review Summary Report (Desktop Report) in general conformance with the scope and limitations as detailed in our proposal for the property located at SW Corner South Battlement Parkway & Stone Quarry Road in the city of Parachute, Garfield County, Colorado (subject property). The Desktop Report is designed to provide Lincoln Avenue Capital with an assessment concerning cultural resources and the results of the Colorado Office of Archaeology and Historic Preservation (OAHP) records search using their Compass online GIS system. 1.1 Purpose The purpose of performing the Desktop Cultural Resources Summary Report is to identify and characterize the existing site conditions at the subject property and review database records and resources. The subject property is being proposed for the developm ent of multi-family affordable housing units and will pursue federal funding (the undertaking). The project is therefore subject to consultation under the Section 106 of the National Historic Preservation Act (NHPA) and requires assessment of potential eff ects from the undertaking on cultural resources listed in, or eligible for listing in, the National Register of Historic Places (NRHP). The Area of Potential Effect (APE) includes the subject property. Vertical ground disturbance from construction is expected to be 10-feet maximum. 1.2 Limitations Partner warrants that the findings and conclusions contained herein were accomplished in accordance with the methodologies set forth in the Scope of Work. These methodologies are described as representing good commercial and customary practice for conducting a Desktop Cultural Resources Summary Report of a property for the purpose of identifying recorded sensitive cultural resources in the vicinity of the subject property. Partner believes that the information obtained concerning the subject property is rel iable. However, Partner cannot and does not warrant or guarantee that the information provided by these other sources is accurate or complete. 1.3 Limiting Conditions Specific limitations and exceptions to this Desktop Report include: • Some of the information provided in this report is based upon research of available documents, records, and maps available in the Compass data base. This report is subject to the limitations of historical documentation, availability, and accuracy of pertinent records. Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 2 2.0 SITE DESCRIPTION AND SETTING 2.1 Site Location and Legal Description The subject property is located on the southwestern corner of the South Battlement Parkway and Stone Quarry Road intersection within a residential and commercial area of Parachute, Garfield County. According to the Garfield County Assessor, the subject property is legally described as Land Parcel No. 2407-181-21- 002. Please refer to Figure 1: Site Location Map, Figure 2: Site Plan, Figure 3: Topographic Map, and Appendix A: Site Photographs for the location and site characteristics of the subject property. 2.2 Current Property Use The subject property currently consists of approximately 6.38 acres of vacant land with no current onsite operations. According to available historical sources, the subject property was agricultural with a farmstead in the western portion from as early as 1937 until 1993. The farmstead was removed by 2005, and the subject property has appeared to be vacant land since 2009. The surrounding area of the subject property consists of residential developments to the immediate north and southwest, and commercial developments to the east and southeast. The proposed project will provide an affordable housing opportunity in an area wh ere such opportunities are limited, near major arterial roadways for Parachute, Colorado, that provide access to highways, commercial shopping, and career opportunities. 2.3 Proposed Property Use The subject property is proposed for the development of a multi-tenant, affordable rental housing complex. The development will consist of two (2), split two- and three-story apartment buildings consisting of 58 total residential units, a single-story clubhouse, a pavilion including playground equipment, a 97-space parking area including six accessible spots, and all supporting development (roadways, garbage enclosures, signage, sidewalks, utilities, etc.). 2.4 Natural and Cultural Contexts The Battlement Mesa Community lies on the northwestern slope of Battlement Mesa, a lava -capped landform named for its resemblance to castle battlements (Murray 1973: 19). Rising about 3,500 feet above the Colorado River, the mesa contributes intermittent stream runoff to the river. The main terrace south of the river is composed of Wasatch Formation sandstones and shales, producing sandy, basalt -littered soils that support vegetation such as pinyon, juniper, sage, cacti, and grasses. Historically, the area supported crops like hay, apples, pears, and cherries. The diverse terrain hosts a variety of wildlife, including mule deer, coyotes, raptors, and reptiles, while the river and nearby uplands support fur-bearers, fish, and predatory mammals. 2.4.1 Topography The United States Geological Survey (USGS) Parachute, Colorado Quadrangle 7.5-minute series topographic map was reviewed for this report. According to the contour lines on the topographic map, the subject property is located at approximately 5,407 feet above mean sea level (MSL) and comprises a broad alluvial Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 3 fan system and terraces draining the steep west-facing slopes of Battlement Mesa from which the local community takes its name. A copy of the USGS topographic map is included as Figure 3 of this report. 2.4.2 Geology/Soils The subject property is situated within the Colorado Plateau province of the Western Divide area in the State of Colorado. The Colorado Plateau is a high standing crustal block of relatively non -deformed rocks surrounded by the highly deformed Rocky Mountains, and Basin and Range Provinces. The Uinta Mountains of Utah and Rocky Mountains of Colorado define the northern and northeastern boundaries of the Plateau. The Rio Grande Rift Valley in New Mexico defines the eastern boundary. The southern boundary is marked by the Mogollon Rim, an erosional cuesta that separates the Colorado Plateau from the extensively faulted Basin and Range Province. According to the 1979 Geologic Map of Colorado, the uppermost geologic formations underlying the soils at the subject property consist of the gravels and alluviums from the Cenozoic and Quaternary eras of the Phanerozoic. Soils at the subject property include Potts loam and Potts-Ildefonso series. The Potts series consists of very deep, well drained, moderately highly permeable soils that formed from alluvium derived from basalt and/or alluvium derived from sandstone and shale on mesas, benches, and valley sides, with slopes ranging from 6 to 12 and 12 to 25 percent. The Ildefonso series consists of well-drained stony loam with a parent material of alluvium derived from basalt and/or alluvium derived from sandstone and shale, with slopes ranging from 12 to 25 percent. 2.4.3 Cultural Contexts The prehistory and historical development of western Colorado reflect a long continuum of human adaptation, beginning with intermittent Paleo-Indian use through the transformation of the landscape by Euro-American settlers in the late nineteenth and early twentieth centuries. 2.4.3.1 Paleo-Indian and Archaic Periods The Paleo-Indian, or Early Prehistoric Period, is recognized as the earliest stage of human occupation in the New World, dating from ca. 11,000 to 7,000 years before present (B.P.). This period is primarily characterized by the presence of large, bifacially flaked projectile points such as Clovis and Folsom types, often found in association with extinct megafauna. In northwestern Colorado, however, Paleo -Indian occupation is poorly represented and mostly evidenced by surface finds. Clovis and Folsom points have been found in the Skull Creek Basin, Dinosaur National Monument, the Uncompahgre Plateau, and near Grand Junction. Excavated sites are rare, but isolated finds, such as the Finley site in southwestern Wyoming and Deluge Shelter in Dinosaur National Monument, offer critical, though limited, insight into subsistence practices during this time. The subsequent Archaic Period, dating from ca. 5000 to 1500 B.C., reflects an intensification of foraging economies adapted to more modern environmental conditions. Projectile point typologies and site assemblages suggest an expansion in the exploitation of diverse ecological niches across upland and lowland settings. While the Colorado River drainage yields limited data, surveys and excavations in the broader region, including the Uncompahgre Plateau and Dinosaur National Monument, have documented Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 4 diagnostic Archaic components (Breternitz 1970). In broader regional syntheses, researchers such as Madsen and Berry (1975) have argued for significant population movement during the mid -Holocene in response to hydrological changes in the Great Basin, which may have redirected human set tlement into areas such as northwestern Colorado. 2.4.3.2 Fremont and Numic Occupation During the Late Prehistoric Period (ca. 1500 B.P. to contact), the West Divide area saw the influence of Fremont horticulturalists, though evidence within the project area is minimal. The Fremont presence is better documented in adjacent regions, particularly Dinosaur National Monument, where ceramic assemblages and rock art are more evident (Breternitz 1970). Fremont material culture, including semi - sedentary structures and maize cultivation, has not been definitively demonstrated in the project area. Instead, Late Prehistoric occupations are more likely attributed to Numic-speaking peoples—Shoshonean and Ute groups—who practiced mobile hunting and gathering, differing markedly from Fremont subsistence and settlement patterns (Steward 1974). 2.4.3.3 Historic Period: Euro-American Settlement The historic transformation of the West Divide Project area commenced with the forced removal of the Ute Indians in 1879 following the Meeker Massacre, which opened the land to Euro-American settlement. Homesteading began under the auspices of the Homestead Act of 1862 and the Desert Land Act of 1877. Despite these incentives, early land entries were sparse due to the semiarid nature of the land and a lack of adequate records prior to 1883. Settlement concentrated along the Colorado River and its tributarie s, where water and arable land were most accessible. Cattle ranching emerged as the dominant economic activity, and the Grand Valley Cattlemen's Association was established in 1887 to address range management and livestock protection. The coming of the Rio Grande and Pacific Railroad in 1889 sparked a brief period of expansion, allowing communities like Rifle and New Castle to thrive as trade and cattle-shipping hubs. Agricultural diversification followed, including the introduction of fruit orchards and coal mining. However, the financial Panic of 1893 severely disrupted the regional economy, reducing land entries and settlement expansion. 2.4.3.4 Homestead Reforms and World War I Boom The Enlarged Homestead Act of 1909 and the Homestead Act of 1912 revitalized interest in upland settlement. These acts responded to the limitations of previous policies by increasing allowable land claims and reducing residency requirements. Concurrent advances in dryland farming made marginal lands more viable. As a result, homestead success rates increased markedly during the early 1910s, and upland regions experienced their highest levels of entry and permanent settlement. World War I introduced further economic transformation. Labor shortages were alleviated by immigrant workers, and high wartime prices encouraged the conversion of orchards to field crops. The Stock -Raising Homestead Act of 1916 expanded land access, and oil shale exploration briefly boomed following a 1915 U.S. Geological Survey report (Welles 1970). Although much of this boom proved speculative, related mining and drilling activities persisted into the interwar years. Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 5 The settlement of the subject property area was shaped by prehistoric foraging, Fremont and Numic adaptations, and a complex historic trajectory marked by land policy, economic booms, and environmental limitations. Despite fluctuations in land use and ownership, cattle ranching has remained the region’s economic cornerstone. Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 6 3.0 ARCHAEOLOGICAL AND HISTORICAL RECORDS SEARCH 3.1 Methods Partner completed a review of archaeological and historical records received from an OAHP onfile search request and online Compass database on July 3, 2025. The purpose of the records search was to identify all previously recorded cultural resources (prehistoric and historic archaeological sites, historic buildings, structures, objects, or districts) within and near the subject property. Partner reviewed all available records on file, including all cultural resource surveys performed within one mile (1.6 km) of the subject property. 3.2 OAHP Records Search The results of the records search indicate that six previous surveys have been performed within one mile (1.6 km), of the subject property with none having included the subject property (Table 1). Table 1: Previous Surveys & Reports Within a one mile (1.6 km) Radius of the Subject Property Report No. Author(s) Year Title or Description Company/ Agency Distance from Subject Property GM.LM.R527 Conner, Carl and Nicole Darnell 2011 Class III Cultural Resource Inventory Report For The Proposed Pa44-8 Well Pad Location And Related Linear Route In Garfield County, CO Grand River Institute ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) GF.LM.R248 Conner, Carl and Danni Langdon 1987 Battlement Mesa Area Cultural Resources Study (S#1287) Grand River Institute ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) GF.LM.R52 Mutaw, Robert 1991 US West Communications Parachute Exchange Cable Replacement Project Cultural Resources Inventory Garfield County, Colorado Powers Elevation ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) GF.LM.R451 Piontkowski, Michael 2008 Class III Cultural Resources Inventory of the ETC Canyon South Parachute Loop Pipeline, Garfield County, Colorado Uncompahgre Archaeological Consultants ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) GF.LM.R450 Spath, Carl 2006 Encana Oil & Gas (USA), Inc. South Parachute Geographic Area, 20 Well Locations Class III Cultural Resources Inventory, Garfield County, Colorado Arcadis- Greystone ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) GF.LM.NR27 Nickens, Paul 1985 Rifle-San Juan Transmission Line Project Nickens and Associates ☐ Within Subject Property ☐ Adjacent to Subject Property ☒ Within one mile (1.6 km) The results of these studies indicate that 29 cultural resources have been recorded within one mile (1.6 km) of the project site (Table 2). One cultural resource (5GF.786) has been recorded on the subject property. The resources are discussed further below. Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 7 Table 2- Cultural Resources Recorded Within a one mile (1.6 km) Radius of the Subject Property Site ID Site Name Description NRHP Status 5GF.122 Open camp associated with the Late Archaic period, likely representing temporary habitation or seasonal resource use. Field not eligible, Needs data 5GF.123 Open camp with cultural affiliations to the Fremont tradition and possibly Proto-Historic peoples, indicating a transitional or extended period of use. Field not eligible, Needs data 5GF.125 Open camp with evidence of Early and Middle Archaic as well as Fremont occupation, suggesting a long-term or repeatedly visited site. Field not eligible, 5GF.126 Kewclaw Site Open architectural site affiliated with multiple cultural traditions, including Late Archaic, Fremont, Proto-Historic, and Ute, indicating sustained or multicomponent occupation with possible structural remains. Field Eligible, Needs data 5GF.134 Avian Paradise Site Open camp associated with the Fremont and Proto-Historic periods, indicative of prehistoric domestic or subsistence- related activities. Field Eligible, Needs data 5GF.135 Battlement Mesa Schoolhouse Historic schoolhouse constructed in 1897, representing a late 19th-century rural educational facility. Listed in the National Register, Multiple Resource Component 5GF.136 Karl Davis Place Historic agricultural complex tied to Euro-American settlers. Built in 1940, it was used for farming and as a stable, reflecting mid-century agricultural practices. Field Eligible, Needs data 5GF.137 Dugout Historic site of uncertain use, possibly habitation, dating to approximately 1900, and associated with Euro-American settlement. Field not eligible, Needs data 5GF.463 Williams Place Single-family residence built between 1908 and 1910, reflecting early 20th-century domestic architecture. Field not eligible, 5GF.776 Open camp with undetermined Aboriginal cultural affiliation, representing prehistoric use of the landscape. Field not eligible 5GF.785 Historic agricultural complex of unknown cultural affiliation, originally used as an agricultural complex, potentially including storage and shed structures. Field not eligible 5GF.786 Hoaglund House~Mcguirk- Nordstrom Residential property constructed between 1900 and 1909, indicative of early 20th-century housing development. 106 - Officially eligible 5GF.787 Morrow Place Historic homestead established in 1908 by Euro-American occupants, typical of rural settlement in western Colorado. Needs data 5GF.788 Collapsed Dugout Euro-American historic dugout constructed in 1920 and reused between 1920 and 1929, primarily for storage purposes. Field not eligible 5GF.789 Studt Place Habitation site occupied between 1910 and 1930, reflecting early 20th-century domestic use. Pending in Washington 5GF.790 Cherry Grove Structures Possible habitation site dating to approximately 1910, although its specific function remains uncertain. Field not eligible Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 8 Site ID Site Name Description NRHP Status 5GF.792 Mahaffey Place Historic ranch complex established in 1908 and associated with Euro-American ranching and habitation activities. Field not eligible 5GF.793 Dugout Site with an uncertain original use, possibly related to storage. Needs data, Field not eligible 5GF.794 Shutt Graves Euro-American historic cemetery in use between 1890 and 1893, providing evidence of early community formation and burial practices. Officially not eligible, Field not eligible 5GF.795 Dugout;Root Cellar Site with ambiguous use, possibly for storage or habitation. Field not eligible, Field not eligible 5GF.796 Frank Staton Place Homestead constructed in 1910, reflective of early 20th- century rural land use. Field not eligible 5GF.799 Werhonig Place Multifaceted site used for farming, residential, storage, shop, ranching, and animal sheltering activities, with construction phases beginning in 1908. Field not eligible 5GF.807 Isolated find of unknown cultural affiliation. Field not eligible 5GF.808 Isolated find of unknown cultural affiliation. Field not eligible 5GF.809 Isolated find of unknown cultural affiliation. Field not eligible 5GF.810 Isolated find of unknown cultural affiliation. Field not eligible 5GF.814 Gardner Place Residential structure constructed in 1920, characteristic of early 20th-century domestic architecture. Field not eligible 5GF.995 Isolated find of unknown cultural origin. Field not eligible 5GF.996 Isolated find of unknown cultural origin. Field not eligible A review of the site data reveals a range of prehistoric and historic-period archaeological resources. These sites include open camps, architectural features, isolated finds, and historic homesteads, agricultural complexes, and cemeteries. No paleo Indian resources have been identified in the one-mile search area. However, prehistoric open camps such as 5GF.122, 5GF.123, and 5GF.125 illustrate long -term occupation across the Archaic and Fremont periods. Site 5GF.122 is attributed to the Late Archaic period and is characterized by hearth and basin features alongside a lithic assemblage that includes chert, chalcedony, siltstone, ground stone tools, and burned bone fragments. Site 5GF.123 represents potential Fremont and Proto-Historic use, evidenced by a wide array of projectile point types including Rose Spring and corner-notched forms, along with bifaces, manos, metate fragments, and other ground stone tools, indicating a diversified tool kit and subsistence base. 5GF.125 demonstrates evidence of Early and Middle Archaic through Fremont occupation. Artifact concentrations at this site yielded projectile points including Pinto and Rose Spring types, along with flaked stone, spokeshaves, and manos. Native architectural and residential features are prominent at 5GF.126, an open architectural site with cultural affiliations ranging from the Late Archaic through Proto-Historic Ute occupation. The site includes pithouse remains, hearths, and concentrations of chipped and ground stone. The lithic assemblage is Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 9 extensive, incorporating a wide variety of projectile point morphologies and manufacturing debris, along with ground stone artifacts such as manos and metates, a shell bead, pigment, and worked bone artifacts such as awls and drills. Similarly, 5GF.134 may also represent Fremont or Proto-Historic use, containing hearths, postholes, and possible pithouse features, with associated tools including gravers, knives, cores, and ochre pigment. The presence of a gaming piece and abundant bone suggests both domestic and symbolic activities. Several sites, including 5GF.135 through 5GF.799, reflect Euro-American historic-period occupation and land use practices. Site 5GF.135 is a one-story stone schoolhouse built in 1897, featuring a hipped roof, bell tower, decorative shingles, and an irregular floor plan—typical of rural educational institutions of the late 19th century. This site is listed on the NRHP. Site 5GF.136 is identified as an agricultural complex dating to 1940, consisting of a wood-frame stable and dugouts, with associated artifacts including glass fragments and tin cans. 5GF.137 represents a possible habitation site, including a dugout of uncertain use, and dates to circa 1900. Multiple single-family dwellings constructed between 1900 and 1930 (e.g., 5GF.463, 5GF.786, 5GF.789, and 5GF.814) illustrate residential architectural evolution in rural Garfield County. These structures exhibit gabled or hipped roofs, wood-frame or log construction, and decorative elements such as full-width porches and gable-end shingles. 5GF.786 and 5GF.789, in particular, show signs of more elaborate residential planning, including dormers and concrete slab foundations. Site 5GF.786, located in the subject property, was deermined eligible for the NRHP in 1981 and was demolished sometime after 2005. This resource is discussed further below. Sites such as 5GF.787, 5GF.792, and 5GF.799 reflect complex homesteading and ranching activities. 5GF.787, dating to the early 20th century, includes cinderblock and log structures, likely representing a multi - component homestead. Site 5GF.792 preserves an expansive ranch complex with machinery (e.g., mower, plow), numerous outbuildings (barn, chicken house, corral), and remnants of habitation features such as bunkhouses and root cellars. Site 5GF.799 is a particularly extensive farmstead with multiple buildings, including a log cabin and farmhouse, with features such as L -shaped plans, gabled roofs, and concrete foundations indicative of long-term agricultural investment. A number of dugout sites (5GF.788, 5GF.793, 5GF.795) reflect vernacular architecture adapted to local environmental conditions. These structures, often built of earth, logs, and stone, served utilitarian functions such as storage or temporary habitation. 5GF.788, constructed in the 1920s, includes collapsed basalt and log features, while 5GF.793 and 5GF.795 are likely earlier examples of similar earthen construction. The presence of a formal burial location is marked at 5GF.794, a historic cemetery dating from 1890 to 1893, delineated by a wire fence and marked with grave markers, stone, and a metal plaque. This site underscores the transition from individual to community-scale settlement in the late 19th century. Several isolated finds (5GF.807 through 5GF.810, and 5GF.995 –996) further indicate sporadic prehistoric activity in the region. These include lithic tools and fragments such as bifaces, manos, and projectile point tips made from quartzite and chert. Although not associated with broader site contexts, such finds can provide insights into resource exploitation and travel corridors. Collectively, these sites represent a diachronic spectrum of land use and habitation in western Colorado, extending from early prehistoric foraging to historic-period ranching and settlement. The wide range of Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 10 features—from pithouses to schoolhouses, from dugouts to barns—offers a rich and layered archaeological record reflective of diverse adaptive strategies and cultural transformations over time. 3.2.1 Site 5GF.786 Formerly located in the subject property, site 5GF.786 was known as Nordstrom Place, The McGuirk House and the Hoaglund House. It was considered to be of significance in that it is associated with the early settlement of Battlement Mesa and was one of few structures of the period that remained intact. The land upon which this house sat was; originally claimed lay Joseph D. Mulligan, a single 30-year-old male thought to have come to Parachute from Denver in 1889. He filed a Notice of Intent for Preemption on 23 September 1890, purchased improvements from E. Malins , and subsequently built a house, stable, chicken house, cellar, ditch, and a mile of fencing at a cost of approximately $1800. Mulligan raised hay, grain, and vegetables. He paid S200.00 for 160 acres. In the early 1900s, the McGuirk family acquired the property; a local informant reports that the three "boys" - Jim, Frank, and Dick--got the north half and that each built a house. Dick McGuirk is believed to have constructed the subject house before 1910, possibly as early as 1900. The Nordstrom family arrived in the area in 1906 and acquired the house some-time thereafter. Local residents referred to the landmark as the "Nordstrom Place." The structure had fallen into disrepair over the years and was demolished sometime between 1993 and 2005. It is unknown whether any remnants structural features such as foundations, ditches, or the cellar remain. 3.3 National Register of Historic Places and State Resource Maps The National Park Service online Maps were consulted via the NEPAssist and NPS NRHP websites to identify Historic Properties listed in the NRHP. One NRHP listed property, the Battlement Mesa School, is located within one-mile of the subject property (Figure 4). 3.4 Public Historical Research A chronological listing of the historical data found is summarized in the table below: Historical Use Information Years Resource Description/Use 1937-1993 Aerial Photographs, Topographic Maps Agricultural land with farmstead on western portion 2005-2006 Aerial Photographs Agricultural land with construction materials staged on southwestern portion 2009- Present Aerial Photographs, Onsite Observations, Topographic Maps Vacant land Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 11 3.5 Aerial Photograph Review Partner obtained available aerial photographs of the subject property and surrounding area from Environmental Risk Information Services (ERIS) on March 17, 2025. The inferred uses of the subject property and adjoining properties as interpreted from the aerial photographs in Appendix B are tabulated below: Date: 1937, 1955, 1960, 1978 Scale: 1"=500' Subject Property: Appears to be agricultural land with farmstead on western portion North: Appears to be agricultural land across unimproved roadway East: Appears to be agricultural land across unimproved roadway South: Appears to be agricultural land across creek West: Appears to be agricultural land Date: 1983 Scale: 1"=500' Subject Property: No significant changes apparent North: Appears to be developed with current apartment complex at 1230 West Battlement Parkway across South Battlement Parkway East: Appears to be agricultural land and shed across Stone Quarry Road South: No significant changes apparent West: No significant changes apparent Date: 1993 Scale: 1"=500' Subject Property: No significant changes apparent North: No significant changes apparent East: Appears to be agricultural land across Stone Quarry Road South: No significant changes apparent West: No significant changes apparent Date: 2005 Scale: 1"=500' Subject Property: Appears to be agricultural land with construction materials staged on southwestern portion possibly associated with new construction to the south. Farmstead no longer present. North: No significant changes apparent East: No significant changes apparent South: Appears to be partially developed with current condominiums across creek West: Appears to be vacant land across Battlement Creek Trail Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 12 Date: 2006 Scale: 1"=500' Subject Property: No significant changes apparent North: No significant changes apparent East: Appears to be developed with current commercial structure at 10 Stone Quarry Road across Stone Quarry Road South: No significant changes apparent West: No significant changes apparent Date: 2009, 2011, 2013, 2015, 2017 Scale: 1"=500' Subject Property: Graded into unimproved lots with pads and streets. North: No significant changes apparent East: No significant changes apparent South: Appears to be developed with current condominiums across creek West: No significant changes apparent Date: 2019, 2021, 2023 Scale: 1"=500' Subject Property: No significant changes apparent North: No significant changes apparent East: No significant changes apparent South: Appears to be developed with current commercial structure at 119 Stone Quarry Road followed by current condominiums across creek West: No significant changes apparent 3.6 Historical Topographic Maps Partner reviewed historical topographic maps obtained from ERIS on March 14, 2025. The following inferred uses of the subject property and adjoining properties interpreted from topographic maps in Appendix C and are tabulated below: Date: 1929 Subject Property: Depicted as developed with residence on western portion North: No development depicted across roadway East: Depicted as developed with residence across roadway South: No development depicted West: No development depicted Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 13 Date: 1962 Subject Property: No significant changes depicted North: No significant changes depicted East: No development depicted across roadway South: No development depicted across creek West: No significant changes depicted Date: 2013, 2016, 2019 Subject Property: Shaded to depict urban development North: Shaded to depict urban development across South Battlement Parkway East: Shaded to depict urban development across Stone Quarry Road South: Shaded to depict urban development across creek West: Shaded to depict urban development across Battlement Creek Trail Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 14 4.0 FINDINGS, CONCLUSIONS, AND RECOMMENDATION Findings The results of the records search indicate that six previous surveys have been performed within one mile (1.6 km) of the subject property, none of which included the subject property. The review of historic records also indicates that the subject property had been developed as a farmstead since the early 1900s. The farmstead is recorded as site 5GF.786. The records review further indicates that the subject property is within an area that exhibits a relatively high density of prehistoric and historic settlement and use. Although the former structure located at the subject was designated eligible for the NRHP, its demolition indicated that its status as a historic property no longer applies. Further more, the extensive grading that occurred between 2006 and 2009 that appears to have involved site preparation grading for development has removed the potential for significant intact archaeological resources. Conclusions, Opinions and Recommendations Partner has performed a Desktop Report in general conformance with the scope and limitations as detailed in our proposal for the subject property. The records search indicates that one historic property (5GF.786) was formerly located on the subject property and has been destroyed. As the extensive grading between 2006 and 2009 precludes the occurrence of intact archaeological resources, Partner recommends no further review. Of course, in the unlikely event that prehistoric or historic archaeological features, artifacts, or human remains are encountered during construction, all work in the vicinity of the find should cease and be evaluated by a professional archaeologist. Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 15 5.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS Partner has performed a Cultural Resources Records Review Report of the property located at SW Corner South Battlement Parkway & Stone Quarry Road, Parachute, Garfield County, Colorado. By signing this report, I declare that, to the best of my professional knowledge and belief, I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. Michael E. Macko, MA, RPA Senior Archaeologist Cultural Resource Desktop Review Summary Report Project No. 25-486627.3 July 14, 2025 Page 16 6.0 REFERENCES Reference Documents Breternitz, David A. 1970. "Archaeological Investigations in Dinosaur National Monument, 1964 -1965." Museum of Northern Arizona Bulletin 45: 150–170. Madsen, David B., and Michael S. Berry. 1975. “Desert Subsistence: A Model for Prehistoric Settlement in the Great Basin.” American Antiquity 40 (1): 23–43. Steward, Julian H. 1974. Handbook of South American Indians. Vol. 4. Washington, DC: Smithsonian Institution. Steward, Julian H. 1933. "Ethnography of the Owens Valley Paiute." University of California Publications in American Archaeology and Ethnology 33: 233–350. Welles, R. B. 1970. “The Oil Shale Industry in the United States.” Colorado School of Mines Quarterly 65 (3): 23–38. FIGURES Figure 1: Site Location Map Figure 2: Site Plan Figure 3: Topographic Map Figure 4: NRHP Map FIGURE 1: SITE LOCATION MAP Project No. 25-486627.3 Drawing Not To Scale KEY: Subject Property FIGURE 2: SITE PLAN Project No. 25-486627.3 KEY: Subject Property GROUNDWATER FLOW South Battlement Parkway St o n e Q u a r r y R o a d Subject Property (5 Stone Quarry Road) Willow Park Apartments (1230 West Battlement Parkway) US West Communications (1536 South Battlement Parkway) Maverik Adventure's First Stop (10 Stone Quarry Road) Grand Valley Fire Protection District (124 Stone Quarry Road) Dollar General (119 Stone Quarry Road) Condominiums (69-77 Bryan Loop) FIGURE 3: TOPOGRAPHIC MAP Project No. 25-486627.3 USGS 7.5-Minute Parachute, Colorado Quadrangle Created: 2022 KEY: Subject Property High w ay 6 and 24 H i g h way6 an d 2 4 Color a d o River C o u n t y R o a d 30 1 B attl e m e n t C r eek T r l High w ay 6 and 24 C o u n t y Road215 WBattleme n t P k w y R i v er BluffRd R iverBluffRd S t o neQu a r r y R d Parachut e P a r k B l v d Ca r d i nalWay N orth s t a r Trl U n d e r w o o d L n W C allahanCt P a r a c h u t e B a t t l e m e n t M e s a Colora d o R iv e r C o u n t y R o a d 3 0 3 S t o n e Q u a r r y R d S t o n e Q u a r ry Rd R a in b o w T r l T h u n de r berg T rl Monum e ntTrl B attlement S c hool B a ttl e m e nt C r e e k E B a t t l e m e n t P k w y Co u n t y R o a d 3 0 8 County R o a d 3 0 2 County Road 308 Figure 5-NEPAssist NRHP Map Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, EPA OEI, OFA Project Buffer Subject Property National Register of Historic Places June 17, 2025 0 0.45 0.90.23 mi 0 0.75 1.50.38 km 1:36,112 APPENDIX A: SITE PHOTOS 1.Looking north at subject property 2.Looking east at subject property 3.Looking south at subject property 4.Looking west at subject property 5.Looking east along northern subject property boundary 6.Looking north along eastern subject property boundary Appendix A: Site Photographs Project No. 25-486627.3 7.Looking west along southern subject property boundary 8.Looking north along western subject property boundary 9.Native vegetation on subject property 10.Storm water detention area 11.Pad-mounted transformer on southeastern portion of subject property 12.Pole-mounted transformer along northern subject property boundary Appendix A: Site Photographs Project No. 25-486627.3 13.North-adjoining property, Willow Park Apartments (1230 West Battlement Parkway) 14.Northeast-adjoining property, US West Communications (1536 South Battlement Parkway) 15.East-adjoining property, Maverik Adventure's First Stop (10 Stone Quarry Road) 16.Southeast-adjoining property, Grand Valley Fire Protection District (124 Stone Quarry Road) 17.South-adjoining property, Dollar General (119 Stone Quarry Road) 18.South-adjoining condominiums Appendix A: Site Photographs Project No. 25-486627.3 19.Southwest-adjoining condominiums 20.West-adjoining vacant land Appendix A: Site Photographs Project No. 25-486627.3 APPENDIX B: SITE PLANS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE PROJECT ASSEMBLIES - COMMUNITY A0.2b WALL TYPE ASSEMBLIES -EXTERIOR HORIZONTAL ASSEMBLIES NOTES: - SEE STRUCTURAL FOR SHEARWALLS - SEE A0.4 FOR AIR SEALING - SEE ELEVATIONS FOR LOCATIONS OF DIFFERENT SIDING TYPES. - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY BELOW. NOTES: - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY BELOW. -SEE ELEVATIONS FOR SIDING INSTALL REQUIREMENTS -AIR INFILTRATION BARRIER -WALL SHTG PER STRUCT. -2x6 STUDS @ 16"O.C. -R21 BATT INSULATION (REQ'D BY EA) -VAPOR RETARDER -5/8" GYP BD -TAPE, TEXTURE, PAINT EXTERIOR WALL CONSTRUCTION (R-21 MIN)E-1 (VERIFY WITH EXTERIOR ELEVATIONS FOR SIDING TYPE CHANGES) WALL TYPE ASSEMBLIES-INTERIOR NOT USEDI-A NOTES: - SEE STRUCTURAL FOR SHEARWALLS - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL MEET OR EXCEED REQUIRED FIRE RATING AND STC RATING LISTED BELOW. HORIZONTAL ASSEMBLIES NOTES: - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY BELOW. ROOF CONSTRUCTION (R-60 MIN) (1 HOUR FIRE RATED // PER G.A. FILE NO. RC 2603 UL P533 PROPRIETARY)R-1 F-6 SLAB ON GRADE - PATIO (SIM @ Pavilion, Mail Kiosk and Bike Storage) -4" CONCRETE SLAB ON GRADE, SEE STRUCT -SUBGRADE PER GEOTECH REPORT FOR BELOW SLAB REQUIREMENTS. NOTE: REBAR PIN SLAB TO FOUNDATION PER STRUC (SIZE & SPACING) SLAB ON GRADE (R-10 MIN @ PERIMETER)F-1 I-B NOT USED 2x6 INTERIOR WALL 2x4 INTERIOR WALL -1/2" GYP. BD. 2x6 STUDS @ 16" O.C. -1/2" GYP. BD. -TAPE, TEXTURE, PAINT BOTH SIDES I-C I-D NOT USEDI-E 2X4 2X6 -FLOOR FINISH, SEE FINISH SCHEDULE AND SPECS. -CONCRETE SLAB ON GRADE, SEE STRUCTURAL DWGS. -10 MIL VAPOR BARRIER, WRAP UP FNDN WALL, OVERLAP SEAMS AND SEAL AS REQD BY THE EPA RADON MITIGATION TECHNIQUE -6" CLEAN ABC COMPACTION TESTED GRAVEL; -SUBGRADE PER REV GEOTECH REPORT FOR BELOW SLAB REQUIREMENTS. -PASSIVE RADON SYSTEM PER RADON MITIGATION CONTRACTOR, SEE RADON DETAIL E-# VARIES, SEE FLOOR PLANS 8" VE R I F Y SEE CIVIL DRAWINGS (8" PER IBC) SEE STRUCTURAL FOR FOUNDATION -1/2" GYP. BD. 2x4 STUDS @ 16" O.C. -1/2" GYP. BD. -TAPE, TEXTURE, PAINT BOTH SIDES (STC 38 PER NATIONAL GYPSUM - THE SOUND BOOK) (NONRATED, NON LOAD BEARING) - GENERIC (STC 38 PER NATIONAL GYPSUM - THE SOUND BOOK) (NONRATED, NON LOAD BEARING) - GENERIC I-F NOT USED NOT USEDE-2 I-G NOT USED F-1 DAMPPROOFING DWELLING UNITEXTERIOR 1- 2 " M I N EN E R G Y H E E L SE E A L L T R U S S P R O F I L E S -30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS -ICE AND WATER SHIELD AS REQ'D, 3'-0" AROUND PERIMETER (SEE ROOF PLAN) -ROOF SHEATHING SPAN RATED OSB, SEE STRUCTURAL -PRE-MANUF ROOF TRUSSES @ 24" O.C. -MIN R60 BIBS INSULATION (REQ'D BY EA) - 3/8" RC CHANNEL @ 12" O.C. -(2) LAYER 5/8" TYPE "X" GYP BD VENTED BLOCKING SEE STRUCTURAL TRIM SIM @ RAKE DRIP EDGE K STYLE GUTTER INSULATION BAFFLE CONTINUOUS METAL VENTED SOFFIT SEE DETAIL 1/A8.3b FOR ADDITIONAL INFORMATION OF EAVE DETAIL METAL FASCIA 12 SEE PLAN BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS 24" O.C.. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYERS JOINTS. TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. NOT USEDF-2 NOT USEDF-3 NOT USEDF-4 NOT USEDF-5 ROOF CONSTRUCTION (R-60 MIN) (1 HOUR FIRE RATED // PER G.A. FILE NO. RC 2603 UL P533 PROPRIETARY)R-2 -30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS -ICE AND WATER SHIELD AS REQ'D, 3'-0" AROUND PERIMETER (SEE ROOF PLAN) -ROOF SHEATHING SPAN RATED OSB, SEE STRUCTURAL -PRE-MANUF ROOF TRUSSES @ 24" O.C. -MIN R60 BIBS INSULATION (REQ'D BY EA) - 3/8" RC CHANNEL @ 12" O.C. -(2) LAYER 5/8" TYPE "X" GYP BD VENTED BLOCKING SEE STRUCTURAL TRIM SIM @ RAKE DRIP EDGE K STYLE GUTTER INSULATION BAFFLE CONTINUOUS METAL VENTED SOFFIT SEE DETAIL 1/A8.3b FOR ADDITIONAL INFORMATION OF EAVE DETAIL METAL FASCIA 12 SEE PLAN BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS 24" O.C.. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYERS JOINTS. TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 1' - 6 " (1 - 2 " M I N E N E R G Y H E E L ) SE E A L L T R U S S P R O F I L E S RA1 * ADDS FRICTION FIT SOUND INSULATION * ADDS FRICTION FIT SOUND INSULATIONI-D* * ADDS FRICTION FIT SOUND INSULATION * ADDS FRICTION FIT SOUND INSULATIONI-C* -SEE ELEVATIONS FOR SIDING INSTALL REQUIREMENTS -AIR INFILTRATION BARRIER -WALL SHTG PER STRUCT. -2x8 STUDS @ 16"O.C. -R21 BATT INSULATION (REQ'D BY EA) -VAPOR RETARDER -5/8" GYP BD -TAPE, TEXTURE, PAINT EXTERIOR WALL CONSTRUCTION (R-21 MIN)E-4 (VERIFY WITH EXTERIOR ELEVATIONS FOR SIDING TYPE CHANGES) 2X6 2X8 NOT USEDE-3 ENVELOPE REQUIREMENTS MEETS 2021 IECC RESIDENTIAL REQUIREMENTS (CZ5, WOOD FRAME LISTED BELOW) ·CEILINGS: R60 ·FLOOR OVER EXTERIOR: R30 (NA THIS PROJECT) ·WALLS: R20 CAVITY ·FENESTRATION: 0.30 U-FACTOR WINDOWS / ≥0.40 SHGC ·SLAB EDGE INSULATION: R10 TO A DEPTH OF 4 FEET (1) LAYER OF R-10 RIGID INSULATION EXTENDING TO A DEPTH OF 4 FEET AT EXTERIOR WALLS ONLY (REQ'D BY EA) 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE VARIES F-1 RA1 E-1 F,J,Q A0.4 L,O A0.4 SEE FOUNDATION PLAN A A0.4 12 " M I N . P E R W C D A RE Q U I R E M E N T S 1,2&3 A8.2 SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. 8 S4.2 K,H A0.4 R-1 1 A8.3 FIRE BARRIER SCALE :1 1/2" = 1'-0" TYPICAL EXTERIOR WALL - COMMUNITY BUILDING NOTE: ALL BUILDING ASSEMBLIES REQUIRE WORK SHOWN ON A0.4 IN IT’S ENTIRITY A0.3b AIR BARRIER A.IECC & OWNER REQUIREMENTS INDICATED BELOW: BASED ON PROJECT REQUIREMENTS: CLIMATE ZONE 6 B.THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: SEE A0.4 -ALL JOINTS, SEAMS AND PENETRATIONS -SITE BUILT WINDOWS, DOORS AND SKYLIGHTS -OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING -UTILITY PENETRATIONS -DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE- -KNEE WALLS -WALLS AND CEILING SEPARATING A GARAGE FROM CONDITIONED SPACES -BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS -COMMON WALLS BETWEEN DWELLING UNITS -ATTIC ACCESS OPENINGS -RIM JOIST JUNCTION -ALL OTHER SOURCES OF INFILTRATION GENERAL WALL & BUILDING SECTIONS NOTES A.SEE A0.2 FOR ALL HORIZONTAL & VERTICAL ASSEMBLIES. B.SEE A0.2 FOR ALL FIRE BLOCKING & DRAFTSTOPPING DETAILS. C.SEE A0.2 FOR ALL RADON REQUIREMENTS. SEE ALSO MECH & ELEC DRAWINGS FOR COORDINATION OF REQUIREMENTS. D.SEE STRUCTURAL FOR ALL SHEARWALL LOCATIONS. E.ALL EXPOSED CONCRETE IS REQUIRED TO BE DAMPPROOFED, SEE SPEC. F.SEE A0.2 FOR ASSEMBLY PENETRATION SCHEDULE. GENERAL REQUIRED TO COORDINATE ALL TRADES. G.ALL WORK TO BE IN COMPLIANCE W/ CODE. H.SEE A0.4 FOR 2015 IECC AIR SEALING LOCATIONS & REQUIREMENTS. ASSEMBLY PENETRATION SEE CHART A0.1c. ALL PENETRATIONS ARE TO BE PROTECTED EVEN IF NOT INDICATED IN CHART. SEE EACH DISCIPLINE DRAWINGS. REQUIRED WORK ·SEE A0.1 SHEETS FOR CODE NARRATIVE PATH. ·SEE A0.1c FOR FIRE BLOCKING DETAILS. FIRE BLOCKING REQUIRED AT 10'-0" ABOVE FINISHED FLOOR ALL WALLS ENTIRE PROJECT WHERE OCCURS. ·SEE A0.1c FOR ASSEMBLY PENETRATION SCHEDULE REQUIREMENTS. ·SEE A0.4 FOR ALL AIR SEALING (CAULKING, SEALING, GASKETING) DETAILS REQUIRED THROUGHOUT THE PROJECT. GEOTECHNICAL NOTES 1.SEE GEOTECHNICAL REPORT WITHIN REPORT. 2.SEE CIVIL DRAWINGS FOR FURTHER GEOTECHNICAL REQUIREMENTS (I.E. SLOPES, SUMPS, ETC.) LEGEND - WALL SECTIONS SEALANT REQUIRED AT ALL PENETRATIONS EXISTING & NEW. AIR INFILTRATION BARRIER: AT ALL LOCATIONS MUST BE TYVEK DRAIN WRAP VAPOR RETARDER: CLASS 1 PERM LESS THAN OR EQUAL TO 0.1 l/(s-m2)@75 Pa CODE WALL SECTIONS & AIR BARRIER REQUIREMENTS - COMMUNITY 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE REQUIRED BY THIS PROJECT A.AIR BARRIER AND THERMAL BARRIER EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. B.CEILING / ATTIC AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION, AND ANY GAPS ARE SEALED. ATTIC ACCESS (EXCEPT UNVENTED ATTIC-NOT SHOWN). SHALL BE SEALED. C.WALLS, CORNERS AND HEADERS ARE INSULATED. D.WINDOWS AND DOORS. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. SEE DOOR/WINDOW DETAILS. E.RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. INSULATION IS INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLOOR DECKING. AIR BARRIER IS INSTALLED AT ANY EXPOSED EDGE OF INSULATION. F.PT SLAB DECK ABOVE PARKING GARAGE. PT WOOD PLATE MUST BE USED. CAULK DRYWALL TO CONCRETE. ONLY WHEN APPLICABLE TO PROJECT. G.CRAWL SPACE WALLS INSULATION IS PERMANENTLY ATTACHED TO WALLS. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. H.SHAFTS, PENETRATIONS, UTILITY PENETRATIONS, KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE ARE SEALED. I.BATTS IN NARROW CAVITIES ARE CUT TO FIT, OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN INSULATION. (NOT SHOWN) J.SILL SEAL. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. K.RECESSED LIGHT FIXTURES, DRYER VENTS, AND EXHAUST VENTS ARE AIR TIGHT, AND SEALED TO DRYWALL. L.PLUMBING AND WIRING. PLACE INSULATION TO EXTERIOR SIDE OF WIRING AND PIPES. BATT INSULATION IS CUT TO FIT AROUND WIRING AND PLUMBING. INSULATION TO EXTEND BEHIND PIPING AND WIRING. M.SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM THE EXTERIOR WALL. N.ELECTRICAL PANEL / RECEPTACLES ON EXTERIOR WALLS AIR BARRIER EXTENDS BEHIND BOXES, OR AIR SEALED-TYPE BOXES ARE INSTALLED. O.ACOUSTICAL SEALANT AT ALL WALLS, TOP AND BOTTOM & CORNERS OF DRYWALL ENTIRE PERIMETER. EXTEND INSULATION BEHIND DEVICE. NO BACK TO BACK DEVICES IN SAME FRAMING CAVITY ALLOWED. P.HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. (NOT SHOWN). Q.SEAL DRYWALL @ CEILING TO WALL & SEAL @ DRYWALL BOTTOM @ FLOOR. KEYED NOTES & GENERAL CONCEPTS ELECTRICAL PANEL BOX, AIR BARRIER SHALL EXTEND BEHIND BOX IF ON EXTERIOR WALL OR AIR-SEAL BOX AT ANY INTERIOR WALL LOCATION, ENTIRE PERIMETER. INSULATE CORNERS INSULATED EXTERIOR WALL CAULK- SEAL LIGHTS AND BATH VENT FANS TO CEILING DRYWALL CAULK FAN OR DUCT TERMINATION VENTED THROUGH EXTERIOR WALL SEALED AT PENETRATION WINDOW SEALED INTO ROUGH OPENING USING BACKER ROD OR CLOSED CELL FOAM SEAL GAP BETWEEN ELECTRICAL BOX AND DRYWALL CAULK SEAL WIRING AND PLUMBING PENETRATIONS RIGID INSULATION SEE PLANS FOR REQUIREMENTS IF FLOOR JOIST OVER CRAWL OR UNIT TO UNIT IF SLAB ON GRADE OR PT DECK OVER PARKING GARAGE STUD BOTTOM PLATE WALL SUB FLOOR P.T. SILL PLATE SILL SEAL CONC FOUNDATION RIGID INSULATION FLOOR SYSTEM CAULK CAULK WALL STUDCAULK P.T. SILL BOTTOM WALL PLATE CONCRETE FOUNDATION SILL SEAL SILL SEAL CAULK CAULK CAULK CAULK FOAM OPENINGS AND WIRE SECTION VIEW FRONT FACE VIEW PT DECK, SEE STRUC 1/2" MIN. TO 1" SPRAY FOAM CAULK PENETRATION OF FIRE SPRINKLER (ALL LOCATIONS) IF APPLICABLE FIRE STOP CAULK, BOTH SIDES FIRE STOP @ UPPER FLOORS CAULK, BOTH SIDES 4"4" 1/2" MIN. TO 1" SPRAY FOAM CAULK OR FOAM INFILL HOLE CAULK SIMILAR SEAL "VENTS" FOAM OPENINGS AND WIRE FOAM BOX OPENING SEAL UNDER THRESHOLD CAULK BOTTOM PLATE WALL SUB FLOOR, SEE STRUC CLOSED SPRAY FOAM RIM OR INSULATION FLOOR SYSTEM RIM, SEE STRUC STUD GYPCRETE, SEE SPEC ACCOUSTICAL SEALANT AT ALL SOUND WALLS! ATTIC OR FLOOR AREA CRAWLSPACE OR FLOOR AREA MECH CEILING PENETRATIONS EXT WALL PENETRATIONS PLUMBING PENETRATIONS ELECT PANEL PARTY WALL AT FLOOR PARTY WALL AT CEILING PT DECK TO FDN RIM JOIST - PERP SHOWN RIM JOIST - PARALLEL SHOWN AIR BARRIER EXTENDS BEHIND BOXES CAULK GYPCRETE, SEE SPEC SCALE :K SEALING DETAIL N.T.S. ELECT CEILING PENETRATIONS SCALE :K SEALING DETAIL N.T.S. SCALE :K SEALING DETAIL N.T.S.N SCALE :N SEALING DETAIL N.T.S. SCALE :N SEALING DETAIL N.T.S. SCALE :1 TYPICAL AIR SEALING 3D WALL DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE :J SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE :D SEALING DETAIL N.T.S. HL O O F EC EC E H ACCOUSTICAL SEALANT AT ALL SOUND WALLS! H K N F Q J D M Q C A J I PLAN VIEW THIS PROJECT WILL EXCEED THE IECC RESIDENTIAL 2021 REQUIREMENTS PER BUILDING FEATURES REQUIREMENTS AS DESCRIBED HEREIN FOR CZ5: ENERGY SUMMARY 2021 IECC RESIDENTIAL REQUIREMENTS FENESTRATION: CEILING: WOOD FRAMED WALL: SLAB ON GRADE: FLOOR OVER EXTERIOR: U-FACTOR 0.30 / ≥0.40 SHGC R-60 R-25 R-10 CI TO DEPTH OF 4'-0" R-30 THIS PROJECT'S REQUIREMENTS BUILDING COMPONENT U-FACTOR 0.30 / ≥0.40 SHGC R-60 R-25 (SEE E-# ASSEMBLIES) R-10 CI TO DEPTH OF 4'-0" R-30 NOTE: SEE A7.1B FOR ACOUSTIC DETAILS 1,2 & 3 A0.4 IECC BUILDING ENVELOPE & AIR SEALING REQUIREMENTS AIR BARRIER MATERIAL NOTES- G.C. RESPONSIBLE TO VERIFY R401 PER IECC R402.4.1.1 INSTALLATION THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THE CRITERIA INDICATED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. TABLE R402.4.1.1 AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General requirements A continuous air barrier shall be installed in the building envelope. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling or soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Walls The junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top of exterior walls shall be sealed. Knee walls shall be sealed. Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with a material having a thermal resistance, R-value, of not less than R-3 per inch. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights and doors The space between framing and skylights, and the jambs of windows and doors, shall be sealed. — Rim joists Rim joists shall include an exterior air barrier.b The junctions of the rim board to the sill plate and the rim board and the subfloor shall be air sealed. Rim joists shall be insulated so that the insulation maintains permanent contact with the exterior rim board.ᵇ Floors, including cantilevered floors and floors above garages The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking. Alternatively, floor framing cavity insulation shall be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extending from the bottom to the top of all perimeter floor framing members. Basement crawl space and slab foundations Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder/air barrier in accordance with Section R402.2.10. Penetrations through concrete foundation walls and slabs shall be air sealed. Class 1 vapor retarders shall not be used as an air barrier on below-grade walls and shall be installed in accordance with Section R702.7 of the International Residential Code. Crawl space insulation, where provided instead of floor insulation, shall be installed in accordance with Section R402.2.10. Conditioned basement foundation wall insulation shall be installed in accordance with Section R402.2.8.1. Slab-on-grade floor insulation shall be installed in accordance with Section R402.2.10. Shafts, penetrations Duct and flue shafts to exterior or unconditioned space shall be sealed. Utility penetrations of the air barrier shall be caulked, gasketed or otherwise sealed and shall allow for expansion, contraction of materials and mechanical vibration. Insulation shall be fitted tightly around utilities passing through shafts and penetrations in the building thermal envelope to maintain required R-value. Narrow cavities Narrow cavities of 1 inch or less that are not able to be insulated shall be air sealed. Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled with insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Insulated portions of the garage separation assembly shall be installed in accordance with Sections R303 and R402.2.7. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air sealed in accordance with Section R402.4.5. Recessed light fixtures installed in the building thermal envelope shall be airtight and IC rated, and shall be buried or surrounded with insulation. Plumbing, wiring or other obstructions All holes created by wiring, plumbing or other obstructions in the air barrier assembly shall be air sealed. Insulation shall be installed to fill the available space and surround wiring, plumbing, or other obstructions, unless the required R-value can be met by installing insulation and air barrier systems completely to the exterior side of the obstructions. Shower/tub on exterior wall The air barrier installed at exterior walls adjacent to showers and tubs shall separate the wall from the shower or tub. Exterior walls adjacent to showers and tubs shall be insulated. Electrical/phone box on exterior walls The air barrier shall be installed behind electrical and communication boxes. Alternatively, air-sealed boxes shall be installed. — HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the subfloor, wall covering or ceiling penetrated by the boot. — Concealed sprinklers Where required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. — a.Inspection of log walls shall be in accordance with the provisions of ICC 400. b.Air barrier and insulation full enclosure is not required in unconditioned/ventilated attic spaces and at rim joists. T.O. WINDOW 7'-0" T.O. WINDOW 9'-0" T.O. WINDOW 7'-0" T.O. WINDOW 9'-0" WINDOW TYPES T.O. CONCRETE WINDOW SCHEDULE ACTUAL FRAME SIZES FOR VINYL // ALL WINDOWS ARE SHOWN IN BUILDING PLANS ONLY, NOT UNIT PLANS REQUIRED U-VALUE = 0.30 (E) = EGRESS WINDOW (T) = TEMPERED TYPE MARK DESCRIPTION WIDTH HEIGHT MATERIAL NOTESEGRESS A FIXED TRANSOM SEE BELOW SEE BELOW 3'-4" 2' - 0 " A B C D E GENERAL NOTES: 1.CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH MANUFACTURER. 2.WINDOW MANUFACTURER TO BE SELECTED BY OWNER. 3.THE INSTALLATION MUST BE APPROVED BY THE MANUFACTURER OF THE WINDOWS, GC IS REQUIRED TO INSTALL PER MANUF INSTRUCTIONS. 4.SEE WINDOW & DOOR DETAILS FOR TYP. WINDOW TRIM. 5.VERIFY ROUGH OPENING, JAMB DEPTH WITH SHEETS; ASSEMBLIES, FLOOR PLANS AND SECTIONS. 6.SEE SHEET A8.1 FOR EXTERIOR WINDOW HEAD, SILL & JAMB DETAILS. 7.SEE SHEET A7.1 FOR INTERIOR WINDOW HEAD, SILL & JAMB DETAILS. 8.SEE SHEET A8.1 FOR WRB DETAIL. 9.PROVIDE SCREENS. 10.ALL WINDOW CONTROLS / LATCHES IN ACCESSIBLE AREAS ARE WITHIN THE REQUIRED REACH RANGE, 15'-48" AFF. 11.ALL WINDOWS SHALL HAVE BLINDS, SEE SPEC. 12.SEE ALL KEYED NOTES IN WINDOW SCHEDULE. 13.SHGC = 0.40 KEYED NOTES: 1.G.C. TO VERIFY ROUGH OPENING SIZE PRIOR TO ORDERING 2.TEMPERED GLASS AS REQUIRED BY IBC, SEE GLAZING NOTES THIS SHEET 3.EGRESS WINDOW REQUIRED AT BEDROOM LOCATIONS. MINIMUM ONE EGRESS WINDOW REQUIRED PER BEDROOM 4.SEE WINDOW TYPES BELOW FOR MULLION DIMENSIONS 5.SEE BUILDING ELEVATIONS FOR LOCATION OF OPERABLE PART OF WINDOW. LOCATE OPERABLE PART OF WINDOW FARTHEST AWAY FROM MECHANICAL VENTS. G.C. TO VERIFY WITH MECHANICAL DRAWINGS PRIOR TO ORDERING 6.BASE BID = VPI FIBERGLASS WINDOWS. ALTERNATIVE = STOREFRONT WINDOWS. SEE COVERSHEET FOR ADDITIONAL ALTERNATIVE INFORMATION. TEMPERED 1 1 1 1 1 4 4 4 4 5 5 GLAZING NOTES: TEMPERED GLASS LOCATIONS PER IBC ·SWINGING DOORS. ·GLASS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC. ·EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ FT. ·BOTTOM EDGE LESS THAN 18" A.F.F. ·TOP EDGE GREATER THAN 36" A.F.F. ·ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF GLAZING. ·IN WALLS ENCLOSING STAIRWAYS, LANDINGS WITHIN 60" OF THE TOP AND BOTTOM OF STAIRWAYS WHERE GLASS IS LESS THAN 60" ABOVE WALKING SURFACE. EGRESS WINDOWS: MINIMUM NET CLEAR OPENING = 5.7 SQFT (EXCEPTION: GRADE FLOOR OPENINGS MINIMUM = 5.0 SQFT) MINIMUM NET CLEAR OPENING HEIGHT ≥ 24" MINIMUM NET CLEAR OPENING WIDTH ≥ 20" MAXIMUM SILL HEIGHT ABOVE FINISH FLOOR = 44" # DOOR AND WINDOW FIRE RATING: 716.5 DOORS IN EXIT BALCONY/ CORRIDOR TO BE 20 MIN. RATED (EXCEPT WHERE BETWEEN TWO STAIRS). 716.6 WINDOWS IN RATED EXTERIOR/CORRIDOR WALLS TO BE 20 MIN. RATED (EXCEPT WHERE BETWEEN TWO STAIRS). DOOR TYPES SUBFLOOR DOOR SCHEDULE SEE ENLARGED FLOOR PLANS AND UNIT PLANS FOR DOOR LOCATIONS REQUIRED U-VALUES: FIXED FENESTRATION = 0.30 (T) = TEMPERED ENTRANCE DOOR = 0.77 NUMBER DESCRIPTION MATERIAL NOTES 101 BUILDING ENTRANCE VPI T.O. WINDOW 7'-0" TEMPERED (T) TYPE 1 FINISH PF (BLACK) BU I L D I N G HARDWARE DRAFT FIRE RATINGDOOR MATERIAL VPI FINISH FRAME 102 BUILDING MECH (GYM)2 WIDTH HEIGHT 3'-0"7'-0" ABBREVIATIONS: AL ALUMINUM CO CASED OPENING FIBR FIBERGLASS FF FACTORY FINISH HC HOLLOW CORE HM HOLLOW METAL INS INSULATED KD STEEL KNOCK DOWN MAS MASONITE PH PREHUNG FRAME PR PAIR PT PAINT SC SOLID CORE STF STORE FRONT STL STEEL CLAD STFG STEEL FRAME GLASS T TEMPERED GLASS V VINYL WD WOOD 1 1 TYPE 1 STOREFRONT + "LUXER ONE" ACCESS CONTROL DOOR HARDWARE 2 3 3 1.ALL UNIT ENTRANCE DOORS: 1 - EA. 4-1/2" BALL BEARING DOOR HINGE UL LISTED TOP HINGE POSITION 2 - EA. 4-1/2" SPRING BEARING DOOR HINGE UL LISTED AT MID & BOTTOM HINGE POSITION (ADJUST FOR POSITIVE LATCHING OF DOOR) 1 - EA. LEVER LOCKSET - INTER CONNECTED SINGLE LOCKING ENTRY FUNCTION, SATIN NICKEL 1 - EA. DOOR PEEP HOLE AT ALL UNITS, ADA UNITS @ MAIN FLOOR TO BE BARRIER FREE WITH 180-DEGREE VIEW 1 - EA. SMOKE SEAL S88, BLACK 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SATIN NICKEL KICKPLATE US15, EXTERIOR SIDE ONLY 1 - DEADBOLT W/ 1" THROW INTO A REINFORCED JAMB 2.ALL UNIT PATIO/DECK DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET ENTRY FUNCTION, SATIN NICKEL (KEYED TO DWELLING UNIT) 1 - EA. DEADBOLT W/ 1" THROW INTO A REINFORCED JAMB 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SHOCK CHAIN 3.UNIT INTERIOR SWING DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - PRIVACY FUNCTION, SATIN NICKEL (NON-LOCKING IN DIRECTION OF EGRESS) 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 4.UNIT INTERIOR PAIR SWING DOORS: 3 - EA. HINGES (LAUNDRY DOORS REQUIRE SWING CLEAR HINGES) 2 - EA. LEVERS - DUMMY FUNCTION (ACTIVE & INACTIVE LEAF), SATIN NICKEL 2 - EA. ADJUSTABLE ROLLER CATCH 1 - EA. WALL STOP WHERE REQ'D / HINGE STOP WHERE REQ'D, SATIN NICKEL 5.UNIT INTERIOR SWING DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - PASSAGE FUNCTION, SATIN NICKEL 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 6.UNIT INTERIOR POCKET DOORS: 1 - EA. HEAVY DUTY TRACK, SOFT CLOSE 1 - EA. RECESSED FLUSH DOOR PULL - DUMMY FUNCTION, SATIN NICKEL 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 7.ALL UNIT DECK STORAGE DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET STORE ROOM FUNCTION, SATIN NICKEL (KEYED TO DWELLING UNIT, SEPARATE FROM UNIT ENTRY DOOR) 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SHOCK CHAIN 1 - EA. DOOR PROP 8.ALL BUILDING ENTRANCE DOORS: 1 - EA. 4-1/2" BALL BEARING DOOR HINGE UL LISTED TOP HINGE POSITION 2 - EA. 4-1/2" SPRING BEARING DOOR HINGE UL LISTED AT MID & BOTTOM HINGE POSITION (ADJUST FOR POSITIVE LATCHING OF DOOR) 1 - EA. LEVER LOCKSET - PASSAGE FUNCTION, SATIN NICKEL 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. SHOCK CHAIN 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 2 - EA. SATIN NICKEL KICKPLATE US15, BOTH SIDES 1 - EA. ADA/ABA COMPLIANT AUTOMATIC DOOR OPENER (@ BUILDING ENTRY DOORS ONLY) SEE ELECTRICAL 9.ALL BUILDING MECH DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - STORE ROOM FUNCTION, SATIN NICKEL (MASTER KEYED TO PROPERTY MAINTENANCE) 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, SET IN SEALANT 2 - EA. SATIN NICKEL KICKPLATE US15, BOTH SIDES 1 - EA. DOOR PROP 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE F G H I J K L M N 103 104 105 106 107 108 109 110 2' - 0 " B.O. WINDOW 11'-3" T.O. WINDOW 7'-0" 6'-0" EQ.EQ.3'-6" 1' - 6 " EQ. 1' - 6 " EQ.EQ.EQ. 11'-10" 6' - 0 " 1' - 0 " 3'-0" 1' - 6 " 3' - 6 " 3' - 6 " 2' - 3 " T.O. WINDOW 13'-3" 2' - 0 " 3'-0" 3' - 6 " 3' - 6 " 8'-11" EQ.EQ.EQ. 6'-4" 2'-4" 6'-4" EQ.EQ. 6'-0" EQ.EQ. 3' - 6 " 3' - 6 " 8'-11" EQ.EQ.EQ. 8'-11" EQ.EQ.EQ. 11'-10" EQ.EQ.EQ. 2' - 0 " EQ. B D E F G I K M N O C H J L ABOVE ABOVE ABOVE& & O FIXED FIXED TRANSOM FIXED FIXED FIXED FIXED FIXED TRANSOM FIXED FIXED INTERIOR WINDOW (T) (T) (T) FIXED FIXED FIXED INTERIOR WINDOW VPI / SEE ALTERNATES (T) (T) (T) (T) (T) 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 (T)(T)(T) TYPE 2 FULL LITE + TRANSOM + "LUXER ONE" ACCESS CONTROL TYPE 3 METAL, FLUSH, INSULATED + "LUXER ONE" ACCESS CONTROL TYPE 4 STOREFRONT + "LUXER ONE" ACCESS CONTROL TYPE 5 FULL LITE INTERIOR TYPE 6 FLUSH INTERIOR (T) WINDOW & DOOR DETAIL LEGEND ACTUAL FRAME SIZES FOR VINYL // ALL WINDOWS ARE SHOWN IN BUILDING PLANS ONLY, NOT UNIT PLANS Storefront Alternate Window (see elevations for siding type) (see 3/A8.1b for flashing detail) Base Bid VPI Exterior Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1b 5ALT A8.1b 4ALT A8.1b 5ALT A8.1c 1,2,3,4 A8.1b 6 A8.1b 7 Interior Entry Door (Timely Pre-Finished Frame) A7.1a 3c A7.1a 3a A7.1a 3b GENERAL NOTES: 1.ALL BEDROOM DOORS TO BE UNDERCUT 1-1/2" ABOVE CARPET 2.BLOCK FRAME OF DOOR SOLID AT DEAD BOLTS, TYPICAL 3.LEVER HANDLES REQUIRED AT ALL PASSAGE DOORS 4.CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH DOOR MANUFACTURER 5.SEE FLOOR PLANS, SECTIONS, STRUCTURAL DRAWINGS AND WALL TYPES FOR JAMB DEPTH 6.SEE FLOOR PLANS FOR DOOR SWING 7.PROVIDE AND INSTALL UNIT NUMBERS AT UNIT ENTRY DOORS. BOTTOM OF LETTER/NUMBER TO BE 48" MIN A.F.F. 8.PROVIDE ADA COMPLIANT THRESHOLDS AT ALL PATIO DOORS 9.SEE SHEET A8.1 FOR EXTERIOR DOOR HEAD, SILL & JAMB DETAILS 10.SEE SHEET A7.1 FOR INTERIOR DOOR HEAD, SILL & JAMB DETAILS 11.OWNER TO SELECT IF INTERIOR DOORS ARE SOLID CORE OR HOLLOW CORE. 12.PROVIDE BLINDS AT ALL DOORS WITH LITES. TRIM BLINDS AS REQUIRED AT DOOR HANDLES. SEE SPECS. KEYED NOTES: 1.G.C. TO VERIFY ROUGH OPENING SIZE PRIOR TO ORDERING 2.TEMPERED GLASS AS REQUIRED BY IBC, SEE GLAZING NOTES THIS SHEET 3.INSULATED 4.FRAME IS 20 MINIMUM 5.KEYED TO UNIT 6.BLINDS ON DOOR 7.NOT USED 8.SEE A8's FOR EXTERIOR DOOR SILL PAN DETAILS 9.1-3/4" THICK INTERIOR WOOD DOOR SLAB, STAIN GRADE (TRU DOOR OR EQUAL) 10.PROVIDE "LUXER ONE" ACCESS CONTROLLER ABBREVIATIONS: AL ALUMINUM CO CASED OPENING FIBR FIBERGLASS FF FACTORY FINISH HC HOLLOW CORE HM HOLLOW METAL INS INSULATED KD STEEL KNOCK DOWN MAS MASONITE PF PREFINISHED PH PREHUNG FRAME PR PAIR PT PAINT SC SOLID CORE STF STORE FRONT STL STEEL CLAD STFG STEEL FRAME GLASS STN STAIN / SEAL T TEMPERED GLASS TIMELY TIMELY STEEL DOOR FRAME V VINYL VPI VPI VINYL DOOR AND FRAME WD WOOD SEE WDW SCHEDULE 3 4 5 5 6 6 6 PACKAGE RM - LUXER ONE ACCESS CONTROLLER BUILDING ENTRANCE STL - INS HM SC-WD 3'-6"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-6"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" OFFICE DOOR SECURITY DOOR GYM DOOR BATHROOM DOOR BATHROOM DOOR STORAGE/MECH (T) (T) (T) (T) DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT 1 1 1 1 1 1 1 1 2 2 2 2 3 3 6 6 6 7' - 0 " 2' - 6 " 3' - 6 " 2' - 0 " 6' - 0 " 1' - 0 " SEE BELOW SEE BELOW 2' - 6 " 3' - 6 " SEE BELOW SEE BELOW 2' - 6 " 3' - 6 " (T)(T) (T)(T)(T) SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW Exterior Steel Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1c 1,2,3,4 A8.1b 8 A8.1b 9 2' - 0 " 6' - 0 " 1' - 0 " 2' - 6 " 3' - 6 " 2' - 0 " 7' - 0 " 2' - 6 " 3' - 6 " 1' - 0 " 3'-4"8" 1' - 0 " SE E W D W S C H E D U L E SEE W D W S C H E D U L E 10 10 10 10 SC-WD SC-WD SC-WD STN TIMELY PF (BLACK)SC-WD SC-WD STN STN STN STN STN TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) PF (BLACK) VPI PF (BLACK)VPI PF (BLACK) VPI PF (BLACK)VPI PF (BLACK) PF (BLACK)PF (BLACK) 9 9 9 9 9 9 8 8 8 8 5 VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1'-0" ABOVE T.O. CONC, TYP 1'-0" ABOVE T.O. CONC, TYP T.O. CONCRETE T.O. CONCRETE 1'-0" ABOVE T.O. CONC, TYP 1'-0" ABOVE T.O. CONC, TYP FINISH PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) SEE WDW SCHEDULE (T) (T) 2 ABOVE P P FIXED (T)1 2 4 5SEE BELOW SEE BELOW VPI / SEE ALTERNATES 6PF (BLACK) (T) (T) (T) Base Bid VPI Window (see elevations for siding type) (see 3/A8.1b for flashing detail) A8.1b 5 A8.1b 4 A8.1b 5 Storefront Exterior Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1c 1,2,3,4 A8.1b 6ALT A8.1b 7ALT (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) A0.5b COMMUNITY WINDOW, DOOR, & DOOR HARDWARE SCHEDULES 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.1C FLOOR PLAN - COMMUNITY BUILDING CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE DETAIL 8/A7.1b AND MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL WOOD DECKING DROPPED GWB CEILING, SEE STRUCTURAL AND MECHANICAL STANDING SEAM METAL ROOF BELOW, SEE DETAILS ON A8.3 XXX XXX LEGEND - FLOOR PLANS I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER GENERAL NOTES -FLOOR PLANS A.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS. SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. C.SET DOOR ROUGH OPENINGS 6" FROM F.O.S., TYP. U.N.O. CENTER CLOSET DOOR ALONG LENGTH OF CLOSET. D.SEE OVERALL PLANS FOR ADDITIONAL DIMENSIONS. E.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING & SHEAR WALLS. F.COORDINATE ALL COLUMN LOCATIONS AND SIZES WITH STRUCTURAL DRAWINGS. G.PROVIDE 2x6 BLOCKING FOR ALL CABINETRY, GRAB BARS, TOILET ACCESSORIES, TRAVERSE RODS, ETC. BACKING TO BE INCLUDED IN ALL UNITS ON ALL FLOORS TO COMPLY WITH "ADA" ADAPTABILITY. REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION REGARDING TOILET & TUB/SHOWER BLOCKING, TYPICAL. H.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. I.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. J.DASHED LINES AT DOORS, KITCHENS AND BATHROOMS INDICATE CODE REQUIRED CLEAR FLOOR SPACE FOR ACCESSIBILITY. CONTRACTOR TO COORDINATE. SEE CODE PLANS. K.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. L.SEE CODE SHEET FOR FURTHER REQUIREMENTS. M.ALL EXPOSED STRUCTURE, HVAC, CONDUIT, ECT. TO BE PAINTED, VERIFY COLOR W/ OWNER. N.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. O.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. P.SEE A5.1 & A5.2 FOR ALL ACCESSIBLE DETAILS & TYPICAL CASEWORK DIMENSIONS FOR THIS FLOOR. Q.SHELF MOUNTING HEIGHTS TO BE MAX 48" A.F.F. IN THE CODE REQUIRED ADA ACCESSIBLE UNITS AND 64" A.F.F. IN ALL OTHER UNITS. SEE ACCESSIBLE MOUNTING HEIGHTS ON A5's. R.SEE A5's FOR BATHROOM AND KITCHEN INTERIOR ELEVATIONS. S.SEE A7's FOR INTERIOR FLOOR BASE & FLOORING TRANSITION DETAILS. T.SEE A7's FOR CEILING PENETRATIONS AND DUCT/PIPING INSULATION DETAILS. U.SEE A8's FOR DOOR AND WINDOW DETAILS. V.VERIFY ALL HARDWARE WITH OWNER, PROVIDE ALLOWANCES. W.PROVIDE P.T. PLATES AT ALL WALLS ADJACENT TO CEMENTIOUS MATERIAL. X.CONTRACTOR TO VERIFY IN EACH UNIT THAT THE CABINETRY LENGTH IS COORDINATED AND VERIFIED WITH THE REFRIGERATOR REQUIRED CLEAR SPACE PER THE INSTALLATION INSTRUCTIONS. Y.VERIFY BATHTUB/SHOWER HEAD WALL LOCATIONS WITH ARCH & MECH. Z.FLOOR DRAIN REQUIRED AT ALL LAUNDRY NOOKS AND WATER HEATER CLOSETS. SEE MECH. AA.PROVIDE GARBAGE DISPOSALS @ ALL KITCHEN SINKS. AB.USE ¼” DURAROCK (OR APPROVED WATER RESISTANT CEMENT BOARD) IN ALL BATHROOMS, LAUNDRY ROOMS AND WATER HEATER ROOMS. AT RATED COMMON WALLS BEHIND TUB OR SHOWER INSERT PROVIDE 5/8" TYPE 'X' IN FULL, FIRE TAPE PRE TUB / SHOWER INSTALL. AC.CARBON MONOXIDE DETECTORS REQUIRED IN EACH UNIT, COORDINATE WITH ELECTRICAL. SEE SPECS. AD.PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. G.C. TO VERIFY TYPE & SIZE W/ CITY AHJ & FINAL LOCATION WITH ARCHITECT. SEE A0.2's, A0.3's, A4's FOR: HORIZONTAL & VERTICAL ASSEMBLIES ROOF TYPE ASSEMBLIES X.X* = EXT. RIGID INSULATION IS ADDED ASSEMBLIES LEGEND R-# FLOOR TYPE ASSEMBLIESF-# EXTERIOR WALL TYPE ASSEMBLIESE-# INTERIOR WALL TYPE ASSEMBLIESI-# RA-# FB-# RADON ASSEMBLY FIRE BLOCKING SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE CODE PLANS AND SECITON FOR RATED FLOOR, CEILING AND ROOF ASSEMBLIES. CODE NOTE SEE SPECIFICATIONS FOR PRODUCT INFORMATION SPEC NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS. SEE WINDOW SCHEDULE ON A0.5.X WINDOW TYPES & SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL FREE WEIGHTSMEDICINE BALLS LATERAL FILE (BY OWNER) COPIER LOCATION (BY OWNER) CU B B I E S MOP SINK BA S E C A B I N E T SCALE :1 First Level Floor Plan 1/4" = 1'-0" Community Building QUICK ACCESS JANITORIAL CLOSET BOOK SHELF AND OPEN SHELF ABOVE 3-SIDE ELEC FIREPLACE LUXER DOOR ACCESS-CONTROLLER. OPEN SHELVING IN ROOM FOR PACKAGES BOTTLE FILLER STATION 66'-0" 56'-0" 10'-0"18'-0"24'-0"14'-0" 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 44 ' - 0 " 17 ' - 0 " 24 ' - 0 " 3' - 0 " 8' - 0 " T & G A W N I N G 1' - 6 " TY P . OH 1' - 6 " TY P . OH 9' - 0 " 2' - 0 " 1' - 0 " OC 11 ' - 0 " 66'-0" 14'-0"24'-0"28'-0" 10'-0"18'-0"8'-0"8'-0"8'-0" 44 ' - 0 " 3' - 0 " 21 ' - 0 " 10 ' - 0 " 10 ' - 0 " 9' - 0 " 2' - 0 " 11 ' - 0 " M B D D E F F K K B B M B I L ABO V E P L ABO V E L ABO V E L ABO V E O N C101 C102 C103 C104 C105 C110C106 C109C108 C107 C ABO V E 1 A4.8 4 A4.8 2 A4.8 3 A4.8 LOBBY RM# OFFICE RM# CENTER FITNESS RM# RESTROOM RM# RESTROOM RM# HALL RM# CENTER COMMUNITY RM# MECH/STORAGE RM# ROOM PACKAGE RM# I-C* I-C* I-C*I-C* I-C* I-C* I-C* I-C*I-C*I-C* E-1 E-1 E-1 E-1 E-1E-1 E-1 E-1 E-1 E-1 E-4 E-1 E-1 5' - 3 3 4" 4' - 8 1 4" G H ABO V E 3' - 1 0 1 4" 8' - 6 " 4' - 7 3 4" ℄ ℄ ℄ 5' - 2 " ℄ 5'-2"8'-10"8'-4"9'-4"6'-4"2'-3"9'-11 2"6'-71 2" ℄℄℄℄℄ 3" TYP 6"3" TYP 6' - 7 1 2" 12 ' - 4 1 2" 2' - 0 " ℄ ℄ E-1 5'-0" ℄ 5'-0" 12'-71 2"11'-11 2"4'-3" 4'-13 4"℄7'-101 4"7'-101 4"4'-13 4"℄℄ ℄℄ 3" T Y P 3" T Y P 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b KEYED NOTES 1 PROVIDE LUXER DOOR ACCESS-CONTROLLER, SEE DOOR SCHEDULE ON A0.5b 1 1 1 WORKSPACE (SEE INTERIOR ELEVATIONS) DW U.C. ICE UC REF UC REF FUTURE REF SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT 2 RECESSED TRASH RECEPTACLE, SEE INTERIOR ELEVATIONS AND SPECS. 2 3 SURFACE MOUNTED HAND DRYER, SEE INTERIOR ELEVATIONS AND SPECS.3 SL O P E 1/ 8 : 1 2 M I N SE E C I V I L SL O P E 1/ 8 : 1 2 M I N SE E C I V I L 2 4 BABY CHANGING STATION, SEE INTERIOR ELEVATIONS AND SPECS. 4 5 HEAVY DUTY ADJUSTABLE METAL SHELVING, 18" DEEP AND 24" DEEP SHELVES, SEE INTERIOR ELEVATIONS AND SPECS. 1'-6" 2' - 0 " 5 3 4 1 A ABO V E 3 A8.3b UC WARMING DRAWER J ABO V E 4 A8.3b 1 A5.6 3 4 2 1 A5.6 3 42 SIM SIMSIM SIM UC MICRO A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 SEE 3D FOR INTENT 3 A5.7 SEE 3D FOR INTENT 2 & 4 A5 . 7 SE E 3 D F O R IN T E N T 8 A5 . 6 A 5 . 7 1 2 SEE 3D FOR I N T E N T 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I MOP SINK M B D D E F F K K B B M B I L P L L L O N C101 C102 C103 C104 C105 C110C106 C109C108 C107 C 1 A4.8 4 A4.8 2 A4.8 3 A4.8 LOBBY 01 OFFICE 09 CENTER FITNESS 02 RESTROOM 05 RESTROOM 06 HALL 03 CENTER COMMUNITY 07 MECH/STORAGE 08 ROOM PACKAGE 04 G H 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b A 3 A8.3b J 4 A8.3b 1 A5.6 3 4 2 1 A5.6 3 42 A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 3 A5.7 2 & 4 A5 . 7 8 A5 . 6 A 5 . 7 1 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.2C FINISH FLOOR & EQUIPMENT PLAN - COMMUNITY BUILDING SCALE :1 Finish Floor & Equipment Plan 1/4" = 1'-0" Community Building 1 A4.8 4 A4.8 2 A4.8 3 A4.8 REFER TO: A5'S ACCESSIBILITY DETAILS, INTERIOR ELEVATIONS A7'S INTERIOR DETAILS 1.COORDINATE ALL FLOORING WITH PLUMBING PENETRATIONS (FLOOR DRAINS, ETC.). 2.ALL FLOORING MUST PASS CALIFORNIA 01350 TEST (FLOOR SCORE, CHPS) OR NSF / ANSI 332. ALL TRIM 1.PROVIDE THE FOLLOWING: ·MDF WALL BASE: 1/2" X 4" PAINTED ·MDF CASING LEG: 5/8" X 4" PAINTED ·MDF CASING HEADER: 3/4" X 6" PAINTED ·MDF WINDOW SILLS: 1/2" X 6" PAINTED ·MDF WINDOW APRON: 1/2" X 4" PAINTED 2.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE FLOOR FINISH AND WALL BASE EXTEND UNDER/BEHIND REMOVABLE CABINETRY. FLOORINGS 1.SEE SPECIFICATIONS AND FLOOR PLANS FLOORING TRANSITIONS 2.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE FLOOR FINISH AND WALL BASE EXTEND UNDER REMOVABLE CABINETRY. 3.COORDINATE FLOORING TRANSITIONS AT DOORWAYS WITH THRESHOLD TYPE. 4.BLOCK AROUND FLOOR DRAIN IN SHEET FLOORING, RECESS DRAIN AND SHEATHING AS REQ'D TO ENSURE THAT TOP OF DRAIN IS AT OR BELOW THE TOP OF FLOORING ELEVATION. 5.MAXIMUM CHANGE IN FLOOR HEIGHT IS 1/4" AT ALL MAIN FLOOR TRANSITIONS AND THRESHOLDS. WALL FINISHES 1.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE WALL FINISHES EXTEND BEHIND REMOVABLE CABINETRY. 2. PROVIDE BACKER BOARD AT WALL TILE AND ADDITIONAL GWB AT ADJACENT WALLS TO ALIGN FINISHES. GENERAL NOTES - FINISH PLAN LEGEND - FINISH PLAN FREE WEIGHTSMEDICINE BALLS LATERAL FILE (BY OWNER) COPIER LOCATION (BY OWNER) CU B B I E S BA S E C A B I N E T QUICK ACCESS JANITORIAL CLOSET BOOK SHELF AND OPEN SHELF ABOVE 3-SIDE ELEC FIREPLACE WORKSPACE (SEE INTERIOR ELEVATIONS) DW U.C. ICE UC REF UC REF FUTURE REF 1'-6" 2' - 0 " P-1 TR-1/ P-3 ROOM #AREA NAME TRIM, WINDOWS & DOORSFLOORWALLS CEILINGBASE 6 4 7 5 9 8 RESTROOM COMMUNITY CENTER PACKAGE ROOM MECH/STORAGE B-2 B-2 P-1 P-2 P-1 MILLWORK TR-1/ P-3 CB-1/ CT-2 P-1 P-1 P-1 B-2 T&G P-1OFFICE B-2 P-2 B-2 NOTES TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 P-2 P-2 P-1 & P-2 P-1 1 FITNESS CENTER 3 HALL 2 LOBBY B-2 B-2 CB-1/ CT-1 P-2 TR-1/ P-3 P-1 P-1 P-1 B-2 ** SEE SPECIFICATIONS FOR FULL DESCRIPTIONS OF ALL FINISHES. VP - 1 RF-1 VP - 1 VP - 1 PORC. PORC. VP - 1 VP - 1 VP - 1 B-1: RUBBER BASE B-2: MDF VP - 1: VINYL PLANK CONC: SEALED CONC. B-2 CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE (CONC) RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL XXX XXX I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER SYMBOL DESIGNATION VINYL PLANK (VP), SEE SPECIFICATIONS. CERAMIC PLANK (CP), SEE SPECIFICATIONS. COMPOSITE DECKING (CD), SEE SPECIFICATIONS. ABBREVIATION DESIGNATION RF-1: RESILIENT FLOORING 1 PORC.: PORCELAIN TILE CB-1: CABINET SCHEME 1 CT-1: COUNTERTOP SCHEME 1 P - 1: PAINT 1 (LIGHT) P - 2: PAINT 2 (DARK) P - 3: PAINT 3 (ACCENT) NOT USED1 2 3 4 KEYED NOTES - FINISH PLAN NOT USED NOT USED NOT USED 5 NOT USED 6 NOT USED 7 NOT USED FINISH SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. RESTROOM TR-1: WINDOW SILL MDF T&G: DARK STAINED TONGUE & GROOVE PRL: PEARL-LOOKING BACKSPLASH TILE CB-1/ CT-1 CB-1/ CT-1 CB-1/ CT-1 CB-1/ CT-1 SEE 1/A5.7 FOR MTN MURAL / WALL DECAL 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I 1 A5.6 3 4 2 1 A5.6 3 42 A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 3 A5.7 2 & 4 A5 . 7 8 A5 . 6 A 5 . 7 1 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.3C REFLECTED CEILING PLAN - COMMUNITY BUILDING SCALE :1 Reflected Ceiling Plan 1/4" = 1'-0" Community Building 1 A4.8 4 A4.8 2 A4.8 3 A4.8 BEAM, SEE STRUCTURAL SL O P E D C E I L I N G , SE E S E C T I O N SL O P E D C E I L I N G , SE E S E C T I O N SL O P E D C E I L I N G , SE E S E C T I O N B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F.B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. SL O P E D C E I L I N G , SE E S E C T I O N B.O. CEILING 9'-0 1/4" A.F.F. BUILT-INS EXTEND TO CEILING 1.THE ARCHITECTURAL CEILING PLAN SHOWS THE INTENT OF THE DESIGN. G.C. IS TO COORDINATE ALL INFORMATION BETWEEN THE FOLLOWING TRADES AS APPLICABLE -ELECTRICAL -MECHANICAL -PLUMBING -FIRE SUPPRESSION -STRUCTURAL 2.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 3.EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH EXISTING DATA, FIELD VERIFICATION AND BUILDING INFORMATION MODELING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS BEFORE CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND REQUEST CLARIFICATION BEFORE PROCEEDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 4.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS & FACE OF FINISH ON EXISTING WALLS, SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. 5.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. 6.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. 7.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. 8.SEE CODE SHEET FOR FURTHER REQUIREMENTS. 9.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. 10.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. 11.SIZES AND SHAPES OF LIGHTS ARE FOR REFERENCE ONLY. SEE ELEC. PLANS FOR ALL INFORMATION. 12.PATCH, REPAIR REPLACE AND CLEAN CEILING AS REQUIRED FOR (N) FINISHES. ANY CEILING DISRUPTED DURING DEMOLITION SHALL BE FULLY REPAIRED/REPLACED. 13.INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS @ EACH SIDE AND END OF INDIVIDUAL SPACE U.N.O. 14.ANY ITEMS SUSPENDED FROM CEILING SHALL NOT BE LONGER THAN 84" A.F.F. CEILING FAN, SEE ELECTRICAL PLANS.1 2 3 4 GWB CEILING, SEE ELEC & ASSEMBLIES. TAPE, TEXTURE, PAINT. LIGHTING, SEE ELECTRICAL. CEILING FAN, SEE ELECTRICAL. GENERAL NOTES - REFLECTED CEILING PLAN KEYED NOTES - REFLECTED CEILING PLAN LEGEND - REFLECTED CEILING PLAN NOT USED NOT USED NOT USED 5 NOT USED 6 NOT USED 7 NOT USED T&G WOOD CEILING, SEE ELEC & ASSEMBLIES. STAIN/SEAL. SOFFIT, SEE ASSEMBLIES & A8.3 DETAILS. TRELLIS, SEE SECTIONS & A8.3 DETAILS. INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL1 1 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.4C ROOF PLAN - COMMUNITY BUILDING SCALE :1 Roof Plan 1/4" = 1'-0" Community Building 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE DETAIL 8/A7.1b AND MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL WOOD DECKING DROPPED GWB CEILING, SEE STRUCTURAL AND MECHANICAL STANDING SEAM METAL ROOF BELOW, SEE DETAILS ON A8.3 XXX XXX LEGEND - FLOOR PLANS I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER GENERAL NOTES -FLOOR PLANS A.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS. SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. C.SET DOOR ROUGH OPENINGS 6" FROM F.O.S., TYP. U.N.O. CENTER CLOSET DOOR ALONG LENGTH OF CLOSET. D.SEE OVERALL PLANS FOR ADDITIONAL DIMENSIONS. E.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING & SHEAR WALLS. F.COORDINATE ALL COLUMN LOCATIONS AND SIZES WITH STRUCTURAL DRAWINGS. G.PROVIDE 2x6 BLOCKING FOR ALL CABINETRY, GRAB BARS, TOILET ACCESSORIES, TRAVERSE RODS, ETC. BACKING TO BE INCLUDED IN ALL UNITS ON ALL FLOORS TO COMPLY WITH "ADA" ADAPTABILITY. REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION REGARDING TOILET & TUB/SHOWER BLOCKING, TYPICAL. H.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. I.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. J.DASHED LINES AT DOORS, KITCHENS AND BATHROOMS INDICATE CODE REQUIRED CLEAR FLOOR SPACE FOR ACCESSIBILITY. CONTRACTOR TO COORDINATE. SEE CODE PLANS. K.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. L.SEE CODE SHEET FOR FURTHER REQUIREMENTS. M.ALL EXPOSED STRUCTURE, HVAC, CONDUIT, ECT. TO BE PAINTED, VERIFY COLOR W/ OWNER. N.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. O.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. P.SEE A5.1 & A5.2 FOR ALL ACCESSIBLE DETAILS & TYPICAL CASEWORK DIMENSIONS FOR THIS FLOOR. Q.SHELF MOUNTING HEIGHTS TO BE MAX 48" A.F.F. IN THE CODE REQUIRED ADA ACCESSIBLE UNITS AND 64" A.F.F. IN ALL OTHER UNITS. SEE ACCESSIBLE MOUNTING HEIGHTS ON A5's. R.SEE A5's FOR BATHROOM AND KITCHEN INTERIOR ELEVATIONS. S.SEE A7's FOR INTERIOR FLOOR BASE & FLOORING TRANSITION DETAILS. T.SEE A7's FOR CEILING PENETRATIONS AND DUCT/PIPING INSULATION DETAILS. U.SEE A8's FOR DOOR AND WINDOW DETAILS. V.VERIFY ALL HARDWARE WITH OWNER, PROVIDE ALLOWANCES. W.PROVIDE P.T. PLATES AT ALL WALLS ADJACENT TO CEMENTIOUS MATERIAL. X.CONTRACTOR TO VERIFY IN EACH UNIT THAT THE CABINETRY LENGTH IS COORDINATED AND VERIFIED WITH THE REFRIGERATOR REQUIRED CLEAR SPACE PER THE INSTALLATION INSTRUCTIONS. Y.VERIFY BATHTUB/SHOWER HEAD WALL LOCATIONS WITH ARCH & MECH. Z.FLOOR DRAIN REQUIRED AT ALL LAUNDRY NOOKS AND WATER HEATER CLOSETS. SEE MECH. AA.PROVIDE GARBAGE DISPOSALS @ ALL KITCHEN SINKS. AB.USE ¼” DURAROCK (OR APPROVED WATER RESISTANT CEMENT BOARD) IN ALL BATHROOMS, LAUNDRY ROOMS AND WATER HEATER ROOMS. AT RATED COMMON WALLS BEHIND TUB OR SHOWER INSERT PROVIDE 5/8" TYPE 'X' IN FULL, FIRE TAPE PRE TUB / SHOWER INSTALL. AC.CARBON MONOXIDE DETECTORS REQUIRED IN EACH UNIT, COORDINATE WITH ELECTRICAL. SEE SPECS. AD.PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. G.C. TO VERIFY TYPE & SIZE W/ CITY AHJ & FINAL LOCATION WITH ARCHITECT. SEE A0.2's, A0.3's, A4's FOR: HORIZONTAL & VERTICAL ASSEMBLIES ROOF TYPE ASSEMBLIES X.X* = EXT. RIGID INSULATION IS ADDED ASSEMBLIES LEGEND R-# FLOOR TYPE ASSEMBLIESF-# EXTERIOR WALL TYPE ASSEMBLIESE-# INTERIOR WALL TYPE ASSEMBLIESI-# RA-# FB-# RADON ASSEMBLY FIRE BLOCKING SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE CODE PLANS AND SECITON FOR RATED FLOOR, CEILING AND ROOF ASSEMBLIES. CODE NOTE SEE SPECIFICATIONS FOR PRODUCT INFORMATION SPEC NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS. SEE WINDOW SCHEDULE ON A0.5.X WINDOW TYPES & SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 8' - 0 " T & G A W N I N G 1' - 6 " TY P . OH 1' - 6 " TY P . OH 1' - 0 " OC 1 A4.8 4 A4.8 2 A4.8 3 A4.8 3: 1 2 DS DS DS DS DS DSDS DS 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b KEYED NOTES - ROOF PLAN NOT USED1 NOT USED2 GUTTERS REQUIRED @ ALL DOWNSLOPING ROOF EDGES. SEE 3/A8.3a 3 ATTIC ACCESS LOCATION - LOCKABLE WHEN LOCATED WITH-IN UNIT, SEE DETAIL 1/A7.1c 4 30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS, TYP. SEE ASSEMBLIES ON A0.2 5 ROOF TO WALL FLASHING REQ'D PER MANUFACTURER, SEE DETAIL 8/A8.3a. 6 SHINGLE OVER RIDGE VENT. SEE 4/A8.3a. 7 NOT USED 8 COVER 3:12 ROOFS WITH ICE & WATER SHIELD IN ITS ENTIRETY 9 HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. 10 EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS11 12 13 PLUMBING VENTS, SEE MECH AND PLUMBING DWGS. COORDINATE WITH STRUCTURAL IN FIELD. SEE 6/A8.3a FOR ROOF PENETRATION TYP. DETAIL DRAFTSTOPPING, SEE CODE PLANS 14 NOT USED 4 TYP 4 TYP 4 TYP 4 TYP 4 TYP 6 TYP 6 TYP 6 TYP 7 TYP 7 TYP 7 TYP 8 TYP RIDGE VENT 8 TYP RIDGE VENT 8 TYP RIDGE VENT 8 TYP RIDGE VENT 10 TYP 10 TYP 10 TYP 10 TYP 10 TYP 12 TYP 3 A8.3b 4 A8.3b 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.1C EXTERIOR ELEVATIONS - COMMUNITY BUILDING SCALE :1 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :2 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :3 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :4 Exterior Elevation - Community Building 1/4" = 1'-0" 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T LAP3 LAP3 LAP3 LAP3 LAP3 LAP3 B&B1 B&B1 B&B1 B&B1 B&B1 B&B1 B&B1 RF-1 RF-1 RF-1 RF-1 RF-1 FSA TYP SFT TYP DR TYP WDW TYP 1 2 3 4 5 A B C D E F G H I 1 A4.8 4 A4.8 2 A4.8 3 A4.8 123451 A4.8 4 A4.8 2 A4.8 3 A4.8 ABCDEFGHI FSA TYP SFT TYP WDW TYP FSA TYP SFT TYP DR TYP WDW TYP FSA TYP SFT TYP WDW TYP 4 1 1 1 2 2 2 TYP 4 TYP 4 TYP 4 TYP MBDBC101C102 C C103 DEG H F F B L I J C104B L K L K L M A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1c 1&2 A8.1c 1&2 A8.1c 1&2 A P A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 A8.2 6 A8.2 6 A8.2 6 A8.2 6 A8.2 9 A8.2 9 A8.2 9 A8.2 9 A8.2 9 A8.1c 1&2 A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 7 TYP A8.1b 7 TYP FASCIA - METAL: -INSTALL PER STRICT CONFORMANCE W/ MANUF. REQS. -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. SOFFIT - VENTED METAL: -INSTALL WITH GALVANIZED SCREWS EVENLY SPACED -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. WINDOW FRAME: -MANUFACTURER - SEE WINDOW SCHEDULE A0.5b -COLOR: WHITE - TO BE CHOSEN BY ARCHITECT FROM MANUFACTURERS FULL COLOR RANGE. DOOR FRAME: -MANUFACTURER - SEE DOOR SCHEDULE A0.5a -COLOR: TBD - MANUFACTURERS FULL COLOR RANGE. -NOT USED ON COMMUNITY BUILDING MATERIAL LEGEND FIBER CEMENT BOARD & BATTEN SIDING 1'-0" O.C.: -INSTALL IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. -PAINT: SEE ELEVATIONS & PAINT/STAIN SCHEDULE LAP1 B&B1 FSA SFT WDW DR LAP2 30 YEAR ASPHALT SHINGLES: -INSTALL IN STRICT CONFORMANCE WITH MFR'S INSTALLATION INSTRUCTIONS -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. RF-1 -NOT USED ON COMMUNITY BUILDINGRAIL1-NOT USED ON COMMUNITY BUILDING LAP3 FIBER CEMENT LAP SIDING - 6" TO WEATHER (7 1/4" BOARDS): -INSTALL IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. -COLOR: SEE ELEVATIONS & PAINT/STAIN SCHEDULE -NOT USED ON COMMUNITY BUILDINGB&B2 -NOT USED ON COMMUNITY BUILDINGMTL THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER = *G.C. TO VERIFY ALL PAINT/STAIN LOCATIONS WITH OWNER & ARCHITECT TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING PAINT & STAIN SCHEDULE PAINT SCHEME 1 P-1 = TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING P-2 = TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING P-3 =TO BE SELECTED BY OWNER. LOCATIONS - WOOD @ UNIT DECKSSTN-1 GENERAL NOTES - EXTERIOR ELEVATIONS A.ALL EXPOSED EXTERIOR WOOD IS TO BE STAINED. VERIFY COLOR OF STAIN W/ ARCHITECT. B.ALL SIDING COLOR TRANSITIONS TO OCCUR AT INTERIOR CORNERS. PROVIDE COLORED SHOP DRAWING ELEVATIONS - WHETHER PAINT OR PREFINISHED - TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIALS. C.PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT, U.N.O. VERIFY COLOR WITH ARCHITECT. SEE ROOF PLANS. D.ALL PLUMBING & MECH VENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. E.ALL WINDOWS LATCHES / LOCKS ARE REQUIRED TO BE WITHIN ADA REACH RANGE OF 48” AND IF NOT MANUFACTURER NEEDS TO PROVIDE REACH RANGE LOCK COVER AS ATTACHED OR SIMILAR WITH OTHER MANUFACTURERS. SUBMITTAL REQUIRED FOR APPROVAL. G.C. TO VERIFY HEIGHTS. KEYED NOTES - EXTERIOR ELEVATIONS 1.PERGOLA, SEE DETAIL 3/A8.3b AND STRUCTURAL DRAWINGS FOR ATTACHMENT. 2.METAL AND WOOD ROOF EXTENSION, SEE DETAIL 4/A8.3b AND STRUCTURAL DRAWINGS FOR ATTACHMENT. 3.NOT USED 4.WINDOW / DOOR TRIM. SEE DETAILS ON A8.1. 5.NOT USED X SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS AND DOORS. SEE WINDOW SCHEDULE AND DOOR SCHEDULE ON A0.5. SEE ENLARGED PLANS FOR UNIT DOORS. X WINDOW & DOOR TYPES & SCHEDULE SEE A8.2 FOR SIDING DETAILS SIDING DETAILS SEE A8.1 FOR WINDOW & DOOR DETAILS WINDOW & DOOR DETAILS ALL ROOF, WALL, AND FLOOR VENTILATION PENETRATIONS ARE NOT SHOWN FOR CLARITY PURPOSES. VENTILATION PENETRATIONS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.2C EXTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building SCALE :2 Exterior 3D Image N.T.S.Community Building SCALE :4 Exterior 3D Image N.T.S.Community BuildingSCALE :3 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.3C EXTERIOR 3D IMAGES - ENTIRE SITE SCALE :1 Exterior 3D Image N.T.S.Entire Site THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S. SCALE :4 Exterior 3D Image N.T.S.SCALE :3 Exterior 3D Image N.T.S. Entire Site Entire Site Entire Site THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A4.6 BUILDING SECTIONS - COMMUNITY BUILDING SCALE :1 Building Section 1/4" = 1'-0" A B C D E F G H I 121/4 12 1/4 16 ' - 1 1 8" 9' - 1 1 8"11 ' - 0 " A B C D E F G H I 12 3 12 3 1 ' - 6 " 1' - 6 " 12 1/4 9' - 1 1 8"11 ' - 0 " 12 3 12 3 6' - 0 " 2' - 3 " 1' - 6 " 1' - 6 " A B C D E F G H I 12 1/4 9' - 1 1 8"11 ' - 0 " 12 3 12 3 2' - 0 " 3' - 6 " 10'-0" 31'-0" 44'-0" C D E F G H ICDEFGHI 9' - 1 1 8" 12 3 12 3 4' - 3 " 2' - 3 " 24'-0" SCALE :2 Building Section 1/4" = 1'-0" SCALE :3 Building Section 1/4" = 1'-0" SCALE :4 Building Section 1/4" = 1'-0" F-1 F-1 F-1 F-1 F-6 F-6 F-6 F-6 R-1 R-1 R-1 R-2 E-3 E-1 E-1 E-1 E-1 E-1 E-1 E-1 I-C* I-C*I-D* 2" SQUARE TUBE STEEL MEMBERS @ 1'-0" O.C., SEE STRUCTURAL DETAILS FOR CONNECTION FLASHING ATOP BEAM. SEE ARCH DETAIL 5/A8.4 FOR FLASHING, SEE STRUCTURAL FOR BEAM SIZES SHAPED END GLULAM BEAM COLUMN AND FOOTING, SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS SEE STRUCTURAL DRAWINGS FOR COLUMN TO BEAM CONNECTIONS COLUMN AND FOOTING, SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS SEE STRUCTURAL DRAWINGS FOR COLUMN TO BEAM CONNECTIONS RA1 RA1 RA1 RA1 A0.3b 1 A0.3b 1 SIM A0.3b 1 SIM 10 ' - 0 " A8.3b 3 FLASHING ATOP BEAM AT ENDS. SEE ARCH DETAIL 5/A8.4 FOR FLASHING, SEE STRUCTURAL FOR BEAM SIZES SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a A8.3a 1 & 3 &S5.20 2 TYP A8.3a 1 & 3 SIM A8.3a 1 & 3 &S5.20 2 TYP A8.3a 1 & 3 SIM 2 A 8 . 3 a 2 A 8 . 3 a ROOF TO SIDING, SEE 8/A8.3a ROOF TO SIDING, SEE 8/A8.3a SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 1&2 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP VERTICAL & HORIZONTAL ASSEMBLIES SEE A0.2 SHEETS FOR ALL VERTICAL & HORIZONTAL ASSEMBLY TYPES. FIRE BLOCKING REQUIRED SEE CODE WALL SECTIONS & ASSEMBLIES SHEET FOR NOTES. FLASHING LOCATIONS ALL WINDOWS, DOORS, & LEDGERS TO BE FLASHED / TOPS OF FLAT SURFACES. WINDOW AND DOOR DETAILS SEE A8.1 FOR WINDOW AND DOOR DETAILS. SEE A0.5 FOR SCHEDULES. SIDING DETAILS SEE A8.2 FOR SIDING DETAILS AND TRIM PROFILES TO USE. ROOF DETAILS SEE A8.3 FOR ROOF DETAILS. #'-#" LOCATION ELEVATION CALL OUT 121 SYMBOL DESIGNATION ASSEMBLY TYPES SECTION CUT GRID LINE # XXX #KEYED NOTE ROOF SLOPE LEGEND - BUILDING SECTIONS X # FDN NOTE A PERFORATED RIGID PLASTIC DRAIN LINE INSTALLED AT THE BASE OF THE MAT SLAB TO PREVENT HYDROSTATIC LOADING ON THE WALLS. THE INVERT OF A DRAIN LINE AROUND A BELOW GRADE BUILDING AREA OR EXTERIOR RETAINING WALL SHOULD BE PLACED NEAR FOUNDATION BEARING LEVEL. THE DRAIN LINE SHOULD BE SLOPED TO PROVIDE POSITIVE GRAVITY DRAINAGE. THE DRAIN LINE SHOULD BE SURROUNDED BY CLEAN, FREE-DRAINING AGGREGATE SHOULD BE ENCAPSULATED IN A FILTER FABRIC. THE GRANULAR FILL SHOULD EXTEND TO WITHIN 2 FEET OF FINAL GRADE, WHERE IT SHOULD BE CAPPED WITH COMPACTED COHESIVE FILL TO REDUCE INFILTRATION OF SURFACE WATER INTO THE DRAIN SYSTEM. COORDINATE W/ CIVIL. GENERAL NOTES - BUILDING SECTIONS A.ALL EXPOSED EXTERIOR WOOD IS TO BE STAINED. VERIFY COLOR OF STAIN W/ ARCHITECT. B.PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT, U.N.O. VERIFY COLOR WITH ARCHITECT. SEE ROOF PLANS. C.ALL PLUMBING & MECH VENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. D.ALL WINDOWS LATCHES / LOCKS ARE REQUIRED TO BE WITHIN ADA REACH RANGE OF 48” AND IF NOT MANUFACTURER NEEDS TO PROVIDE REACH RANGE LOCK COVER AS ATTACHED OR SIMILAR WITH OTHER MANUFACTURERS. SUBMITTAL REQUIRED FOR APPROVAL. G.C. TO VERIFY HEIGHTS. AIR BARRIER SEE 2021 IECC CHAPTER 4 SEE ENERGY SUMMARY SHEET A0.4 THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: SEE A0.4 ALL JOINTS, SEAMS AND PENETRATIONS SITE BUILT WINDOWS, DOORS AND SKYLIGHTS OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING UTILITY PENETRATIONS DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE KNEE WALLS WALLS AND CEILING SEPARATING A GARAGE FROM CONDITIONED SPACES -BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS -COMMON WALLS BETWEEN DWELLING UNITS -ATTIC ACCESS OPENINGS -RIM JOIST JUNCTION -ALL OTHER SOURCES OF INFILTRATION INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. STRUCTURAL DETAILS ·SEE S4.1 & S4.2 FOR FOUNDATION DETAILS. ·SEE S5.1, S5.2 & S5.3 FOR FLOOR FRAMING DETAILS. ·SEE S5.10 & S5.11 FOR SHEAR WALL DETAILS. ·SEE S5.20 & S5.21 FOR ROOF FRAMING DETAILS. A5.6 INTERIOR ELEVATIONS - COMMUNITY BUILDING 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 1. 2. 3. 4. 5. 6. 7. GENERAL NOTES - INTERIOR ELEVATIONS 8. 9. ·BLOCKING AND GRAB BARS ARE REQUIRED IN ALL PUBLIC RESTROOMS. ·GRAB BARS ARE NOT REQUIRED TO BE PRIVATE OFFICE RESTROOMS. GRAB BAR NOTES 1.SEE A5.1 & A5.2 FOR ALL PROJECT REQUIREMENTS INCLUDING BUT NOT LIMITED TO: ·CLEAR SPACE ·MOUNTING HEIGHTS ·CLEARANCE REQUIREMENTS ·GRAB BARS ·BLOCKING ·INSTALL HEIGHTS GENERAL NOTES - INTERIOR ELEV. ·SEE A5.1 FOR BLOCKING REQUIREMENTS ·ALL UNIT BATHROOMS - TYPE A, TYPE B, TYPE AV & STANDARD - BLOCKING REQUIRED FOR FUTURE & REQUIRED GRAB BAR BEHIND & BESIDE WATER CLOSET & AT TUB/SHOWER. 2x6 MINIMUM UNLESS NOTED OTHERWISE. VERIFY EXACT LOCATIONS & QUANTITIES OF BLOCKING FOR GRAB BARS WITH INTERIOR ELEVATIONS A5.1-A5.2 BLOCKING NOTES CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL BASE CABINETS TO BE 24" DEEP AND ALL UPPERS TO BE 12" DEEP, TYPICAL, U.N.O. PROVIDE SOLID 2x BLOCKING FOR ALL GRAB BARS, SHELVING, TOILET PAPER DISPENSERS, OTHER ACCESSORIES, AND PLUMBING FIXTURES INCLUDING WALL HUNG LAVATORIES. PROVIDE BLOCKING FOR FUTURE GRAB BARS AND FOR GRAB BARS SHOWN AT BATHTUBS AND SHOWERS, PROVIDED BY TUB/SHOWER MANUFACTURER, SEE PLUMBING DRAWINGS. PROVIDE 2x BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS. CONTINUE FLOORING, WALL BASE, AND WALL FINISHES UNDER OPEN COUNTERTOPS, ADJUSTABLE HEIGHT COUNTERTOPS, AND REMOVABLE CABINETS, SEE DETAILS. ALL DIMENSIONS ARE TO THE FACE OF GWB, U.N.O. SEE FLOOR PLANS, WALL TYPES, AND STRUCTURAL DRAWINGS FOR WALL ASSEMBLIES. AT ALL COMMON WALLS BEHIND TUB/SHOWERS IT IS REQUIRED TO INSTALL 5/8" TYPE X WATER RESISTANT DRYWALL ON ENTIRE RUN OF WALL. THEN ADD ANOTHER LAYER OF DRYWALL TO BE ACCEPTED @ THE NAILING ACCEPTANCE LEDGE. G.C. TO VERIFY IN FIELD ALL DIMENSIONS PER AS BUILT SIZE. CABINET SIZES ARE BASED ON STANDARD DIMENSIONS. IF FIELD DIMENSIONS DO NOT MATCH DESIGN DIMENSIONS; ADJUST CABINET SIZES AS NEEDED; BUT VERIFY ALL CHANGES WITH ARCHITECT. GWB SOFFIT FRAMED TO CONCEAL DUCT. SEE A7.1c FOR INSTALLATION CODE REQUIREMENTS. LEGEND BLOCKING, 2x6 MINIMUM, AND GRAB BARS. TOILET PAPER HOLDER, , SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS WATER CLOSET, SEE PLUMBING AND SPECIFICATIONS. 24" TOWEL BAR, SEE SPECIFICATIONS LIGHT FIXTURE, CENTER OVER MIRROR, COORDINATE WITH ELECTRICAL. MIRROR, CENTERED, SEE SPECIFICATIONS WASHABLE WALL SURFACE, SEE SPECIFICATIONS PLASTIC LAMINATE COUNTERTOP WITH 4" BACKSPLASH TYPICAL WALL BASE, SEE FLOOR PLANS AND ROOM FINISH NOTES. CSCI APPLIANCE, COORDINATE INSTALLATION, VERIFY CLEARANCES AND SWINGS WITH OWNER. VANITY SUPPORT BRACKET & LAMINATE FRONT PANEL FULL WIDTH. SIDE PANEL FULL COVERAGE AS REQ'D. SEE A5.1. FINISHED END PANEL NOT USED FILLER STRIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 AUTOMATIC HAND DRYER, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS22 23 24 25 PROVIDE GARBAGE DISPOSAL AT KITCHEN SINK, SEE MECH. 26 27 28 G.C. TO PROVIDE BLOCKING AS REQ'D FOR SHELVING. KEYED NOTES - INTERIOR ELEVATIONS VERIFY ALL GRAB BAR REQUIREMENTS & MOUNTING HEIGHTS OF BATHROOM ACCESSORIES WITH A5.1.29 BABY CHANGING STATION, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS SOAP DISPENSER, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS RECESSED TRASH RECEPTACLE, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. SCALE :1 Restroom - Sink / Toilet 1/4" = 1'-0"SCALE :2 Restroom - Toilet / Tub 1/4" = 1'-0"SCALE :3 Restroom - Tub 1/4" = 1'-0"SCALE :4 Restroom - Tub / Sink 1/4" = 1'-0" 2 2 11 99 7" 15 " - 1 9 " 15 " M I N 1'-6" 56 30x36 MIRROR 8 2' - 9 " (Fully Accessible) 3'-0" SEE THIS ROOM 29 3 7 11 SEE THIS ROOM 29 9 SEE THIS ROOM 29 4' - 0 " T.O. ACCESSORY TYPICAL 2021 8 2' - 9 " 11 SEE THIS ROOM 29 2223 (Fully Accessible)(Fully Accessible)(Fully Accessible) SCALE : 5 Kitchenette 1/4" = 1'-0" 17 3'-0" 2'-0" MIN CLR 11 2" DW 2' - 1 0 " 1' - 2 " 1' - 6 " TYP OPEN SHELVING, SEE SPEC 10 12 15AS REQ'D 4' - 0 " T . O . S H E L F 8 27 1'-3" MIN CLR 2'-0" MIN CLR UNDER COUNTER REFRIGERATOR, SEE SPEC 6"UNDER COUNTER ICE MAKER, SEE SPEC 2' - 8 1 2" MI N C L R SCALE : 6 Kitchenette - Island 1/4" = 1'-0" 2' - 1 0 " 2' - 8 1 2" MI N C L R MICROWAVE WITH TRIM KIT, SEE SPEC 11 2"11 2" 2'-0" MIN CLR2'-9"2'-6" 7'-8" WARMING DRAWER, SEE SPEC UNDER COUNTER REFRIGERATOR, SEE SPEC 3'-0" 2'-6" 3'-0" 2'-6" TYP8 12 SCALE : 7 Office 1/4" = 1'-0" 9 2' - 6 " COPIER, BY OWNER 3330 2' - 6 " OPEN ABOVE TO CEILING 27 4' - 0 " T . O . S H E L F 30303330 1'-6"2'-6"2'-6"1'-6" SCALE : 8 Lobby 1/4" = 1'-0" 9 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 31 2" 2' - 6 " 312" 1'-3" 31 2" 1'-3"2'-6"2'-6"2'-6" DRAWER SETS, SEE SPECS BASE CABINET WITH CPU OPEN SHELF, SEE SPEC COUNTER TOP, SEE SPEC OPEN 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A5.7 INTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S.Community Building SCALE :4 Exterior 3D Image N.T.S.Community BuildingSCALE :3 Exterior 3D Image N.T.S.Community Building 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A5.8 INTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S.Community Building S 3 T/FTG = X'-X" 3 DRAWING LEGEND POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS STRUCTURAL EXTENT SYMBOL SINGLE ARROW - END OF EXTENT DOUBLE ARROW - CONTINUOUS EXTENT ALONG THE ELEMENT LINE UNTIL THE ELEMENT IS INTERRUPTED INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARKDESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 1P 0 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" DS SR__ 1 1 C1 XX"xXX" X SX.X XX/SXX.XX INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 00TB INDICATES WOOD OR STEEL STUD SHEAR WALL LINE AND HOLD-DOWNS PER KEY ON SHEET INDICATES WOOD OR STEEL STUD BEARING WALL LINE PER KEY ON SHEET ABBREVIATIONS THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove TRANSV Transverse W/O Without W/ With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ± Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E) Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL or Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/ Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/ Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/ Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PJP Partial Joint Penetration HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCBF Special Concentric Braced Frame BRBF Buckling Restrained Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive CLT Cross-Laminated Timber NLT Nail-Laminated Timber FRT Fire Retardant Treated SP Southern Pine SFRS Seismic Force- Resisting SystemC'BORE Counterbore LLBB Long Leg Back-to-Back SLBB Short Leg Back-to-Back SER Structural Engineer of Record CL W4 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 2 8 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t COVER SHEET - LEGEND AND ABBREVIATIONS S1.1 STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE S1.1 COVER SHEET - LEGEND AND ABBREVIATIONS S1.2 GENERAL NOTES S1.3 GENERAL NOTES S1.4 SPECIAL INSPECTIONS S2.1 FOUNDATION PLAN S2.1A LEVEL 1 STUD AND SHEAR WALL PLAN S2.2 ROOF FRAMING PLAN S3.1 MOMENT FRAME ELEVATION S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS S5.1 FLOOR FRAMING DETAILS S5.10 SHEAR WALL DETAILS S5.20 ROOF FRAMING DETAILS S5.21 ROOF FRAMING DETAILS S6.1 STEEL DETAILS Sheet Total: 15 01.00.00 GENERAL REQUIREMENTS 1.GOVERNING CODE:THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE “INTERNATIONAL BUILDING CODE (IBC),” 2021 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED AND MODIFIED BY THE CITY OF PARACHUTE, CO UNDERSTOOD TO BE THE AUTHORITY HAVING JURISDICTION (AHJ). 2.REFERENCE STANDARDS:REFER TO CHAPTER 35 OF THE 2021 IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3.DEFINITIONS:THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN THESE NOTES: 3.1.“ARCHITECT/ENGINEER” - THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF RECORD. 3.2.“STRUCTURAL ENGINEER OF RECORD” (SER) - THE STRUCTURAL ENGINEER WHO IS LICENSED TO STAMP AND SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. 3.3.“SUBMIT FOR REVIEW” - SUBMIT TO THE ARCHITECT/SER FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION. 3.4. “PER PLAN” - INDICATES REFERENCES TO THE STRUCTURAL PLANS, ELEVATIONS, AND STRUCTURAL GENERAL NOTES. 3.5.“SEISMIC FORCE RESISTING SYSTEM” (SFRS) - A RECOGNIZED STRUCTURAL SYSTEM OF COMPONENTS (BEAMS, BRACES, DRAGS, STRUTS, COLLECTORS, DIAPHRAGMS, COLUMNS, WALLS, ETC.) OF THE PRIMARY STRUCTURE THAT ARE SPECIALLY DESIGNED AND PROPORTIONED TO RESIST EARTHQUAKE-INDUCED GROUND MOTIONS AND MAINTAIN STABILITY OF THE STRUCTURE. FABRICATION AND INSTALLATION OF COMPONENTS DESIGNATED AS PART OF THE SFRS REQUIRE THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR ANY PORTION OF SFRS FABRICATION OR INSTALLATION TO COMPLY WITH SPECIAL REQUIREMENTS (INCLUDING, BUT NOT LIMITED TO, MATERIAL CONTROL, COMPLIANCE CERTIFICATIONS, PERSONNEL QUALIFICATIONS, DOCUMENTATION, REPORTING REQUIREMENTS, ETC.) AND TO PROVIDE THE REQUIRED QUALITY CONTROL INCLUDING THE REQUIRED COORDINATION OF SPECIAL INSPECTIONS (QUALITY ASSURANCE - QA). SPECIAL PROVISIONS APPLY TO ANY MEMBER DESIGNATED AS PART OF THE SFRS. REFER TO PLANS, ELEVATIONS, DETAILS, DESIGN CRITERIA, AND SYMBOLS AND LEGENDS FOR APPLICABLE MEMBERS AND CONNECTIONS. 3.6.“SPECIALTY STRUCTURAL ENGINEER” (SSE) - A PROFESSIONAL ENGINEER (PE OR SE), LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED (TYPICALLY NOT THE SER), WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES FOR SELECTED SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS AND WHO HAS EXPERIENCE AND TRAINING IN THE SPECIALTY. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY, OR UNDER, THE DIRECT SUPERVISION OF THE SSE. 3.7.“BIDDER-DESIGNED” - COMPONENTS OF THE STRUCTURE THAT REQUIRE THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION, AND INSTALLATION OF SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS TO RETAIN THE SERVICES OF AN SSE. SUBMITTALS OF “BIDDER-DESIGNED” ELEMENTS SHALL BE STAMPED AND SIGNED BY THE SSE. 4.SPECIFICATIONS:REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. 5. OTHER DRAWINGS:REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, ELEVATORS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS. 6. STRUCTURAL DETAILS:THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. USE ENTIRE DETAIL SHEETS AND SPECIFIC DETAILS REFERENCED IN THE PLANS AS “TYPICAL” WHEREVER THEY APPLY. SIMILARLY, USE DETAILS ON ENTIRE SHEETS WITH “TYPICAL” IN THE NAME WHEREVER THEY APPLY. 7. STRUCTURAL RESPONSIBILITIES:THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. 8. COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK, CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, TECHNIQUES OF ASSEMBLY, AND PERFORMING WORK IN A SAFE AND SECURE MANNER. 9.MEANS, METHODS, AND SAFETY REQUIREMENTS:THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB-RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS (I.E., MOVEMENT OF THE STRUCTURE DUE TO MOISTURE AND THERMAL EFFECTS, CONSTRUCTION SEQUENCE, TEMPORARY BRACING, ETC.). 10. BRACING/SHORING DESIGN ENGINEER:THE CONTRACTOR SHALL, AT THEIR DISCRETION, EMPLOY AN SSE FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING. SUBMIT CONSTRUCTION SEQUENCE TO ARCHITECT/ENGINEER FOR REVIEW. 11. TEMPORARY SHORING, BRACING:THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. 12. CONSTRUCTION LOADS:LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR’S SSE FOR BRACING/SHORING. 13.CHANGES IN LOADING:THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON, THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF THE LOCATION, LOAD, SIZE, AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 LB. PROVIDE MARKED-UP STRUCTURAL PLANS INDICATING THE LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT THESE PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 14. NOTE PRIORITIES:PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THESE GENERAL NOTES. 15.DISCREPANCIES:IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS/DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 16. SITE VERIFICATION:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 17. ADJACENT UTILITIES:THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATION WORK, SHORING AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 18.ALTERNATES:ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION (PROPER TEST REPORT, ETC.) TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 01.10.00 DESIGN CRITERIA AND LOADS 1. OCCUPANCY: RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5 II 2. WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM: ULTIMATE DESIGN WIND SPEED, VULT 115 MPH EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT, Cpi ±0.18 TOPOGRAPHIC FACTOR, Kzt 1.0 WIND ANALYSIS PROCEDURE USED ENVELOPE 3. WIND DESIGN: COMPONENTS AND CLADDING (C&C) PRESSURES FOR DESIGN (PSF, ULTIMATE): EFFECTIVE WIND AREA ( FT2 ) a = 4'-11" 10 20 50 100 500 ZONE 1 & 2e -43.6 / +16.0 -43.6 / +16.0 -26.5 / +16.0 -16.0 / +16.0 -16.0 / +16.0 ZONE 2n, 2r & 3e -63.5 / +16.0 -54.9 / +16.0 -43.6 / +16.0 -34.9 / +16.0 -23.6 / +16.0 ZONE 3r -75.5 / +16.0 -64.7 / +16.0 -50.4 / +16.0 -39.6 / +16.0 -39.6 / +16.0 ZONE 4 -25.6 / +23.6 -24.5 / +22.5 -23.1 / +21.1 -22.0 / +20.0 -19.6 / +17.6 ZONE 5 -31.6 / +23.6 -29.4 / +22.5 -26.6 / +21.1 -24.5 / +20.0 -19.6 / +17.6 3.1. COMPONENTS AND CLADDING WIND PRESSURES ARE BASED ON ASCE 7 CHAPTER 30 PART 1 “LOW-RISE BUILDINGS.” 3.2. COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-2B FOR GABLE ROOFS 7° < Ɵ ≤ 20°. 3.3.COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-1 FOR WALLS. 3.4. ALL PARAPET COMPONENTS AND CLADDING WIND PRESSURES SHALL BE DETERMINED THROUGH ASCE 7 FIGURE 30.6-1. 4. SEISMIC DESIGN: SEISMIC DESIGN CATEGORY, SDC B SITE CLASS PER IBC SECTION 1613.3.2 AND ASCE 7 CHAPTER 20 C SEISMIC IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2, Ie 1.0 SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS 0.298 g SPECTRAL RESPONSE ACCELERATION (1-SECOND PERIOD), S1 0.072 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), SDS 0.258 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), SD1 0.072 g SEISMIC ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE BASIC STRUCTURAL SYSTEM BEARING WALL SYSTEMS SEISMIC FORCE RESISTING SYSTEM LIGHT-FRAME (WOOD) WALLS / STEEL ORDINARY MOMENT FRAMES RESPONSE MODIFICATION COEFFICIENT, R 6.5 / 3.5 OVERSTRENGTH FACTOR, Ω0 3 / 3 DEFLECTION AMPLIFICATION FACTOR, Cd 4 / 3 SEISMIC RESPONSE COEFFICIENT, Cs 0.011 REDUNDANCY FACTOR,p 1.3 DESIGN BASE SHEAR, V 13 KIPS BASE SHEAR GOVERNED BY WIND 5. SNOW LOAD: FLAT ROOF SNOW LOAD, Pf 40 PSF [NOTE 5.2] SNOW DRIFT LOADING REQUIRED BY AHJ? YES SNOW LOAD IMPORTANCE FACTOR, Is 1.00 [NOTE 5.3] GROUND SNOW LOAD, Pg 30 PSF SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.1 SEE ROOF PLAN FOR DRIFT LOADING 5.1. SNOW LOAD IS UN-REDUCIBLE AND INCLUDES 5 PSF RAIN-ON-SNOW SURCHARGE WHERE GROUND SNOW LOAD IS 20 PSF OR LESS, BUT NOT ZERO, PER ASCE 7 SECTION 7.10. 5.2. SNOW LOAD BASED ON ASCE FIGURE 7-1 AND GARFIELD COUNTY MINIMUM DESIGN SNOW LOAD. 5.3. SNOW LOAD IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2. 6. DESIGN LIVE LOADS:SEE STRUCTURAL LOADING PLANS FOR AREA LOADS AND LINE LOADS. LOADS LISTED BELOW ARE FOR MISCELLANEOUS ITEMS. AREA LIVE LOADS HANDRAILS AND PEDESTRIAN GUARDRAILS 50 PLF OR 200 LB [NOTE 6.1] STAIRS AND EXITS 100 PSF OR 300 LB [NOTE 6.2] INTERIOR WALLS AND PARTITIONS 5 (APPLIED HORIZONTALLY) LOBBIES 100 PSF AND 2,000 LB ROOFS 20 PSF (REDUCIBLE) OR 300 LB [NOTE 6.5]. SEE SECTION 5 FOR SNOW LOAD 6.1. TOP RAIL SHALL BE DESIGNED TO RESIST A 50 PLF LINE LOAD OR 200 LB POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LB ON AN AREA NOT TO EXCEED 1'x1'. THESE THREE LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2. STAIR LOADING REQUIREMENTS: 6.2.1.TREADS: STAIR TREADS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD OR 300 LB POINT LOAD LOCATED TO PRODUCE MAXIMUM STRESS, WHICHEVER CONTROLS. THE 300 LB POINT LOAD SHALL BE PLACED OVER 2″x2″ AREA. BOTH LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2.2.STRINGERS AND LANDINGS: STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD. LIVE LOAD DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN. 6.2.3. RAILINGS: THE COMPLETED HANDRAIL, GUARDRAIL, AND SUPPORTING STRUCTURE AND THEIR CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS AS SPECIFIED IN IBC SECTION 1607.8. 6.2.4. SEISMIC DESIGN PARAMETERS: STAIRS SHALL BE DESIGNED AS EGRESS STAIRS WITH A SEISMIC IMPORTANCE FACTOR, Ip = 1.5, UNLESS NOTED OTHERWISE BY THE ARCHITECT. THE STAIR ASSEMBLY AND ATTACHMENT TO THE MAIN STRUCTURE SHALL BE DESIGNED FOR LATERAL LOADS PER IBC CHAPTER 16 AND ASCE 7 SECTION 13.3. 6.2.5.DEFLECTION COMPATIBILITY: STAIR DESIGN SHALL ACCOUNT FOR THE LOAD EFFECTS GENERATED BY THE PRIMARY STRUCTURE’S SEISMIC INELASTIC STORY DRIFTS AS PROVIDED IN THIS SECTION OF THESE GENERAL NOTES AND AS DEFINED IN ASCE 7 SECTION 12.8.6. 6.2.6. ANCHORAGE TO CONCRETE: PORTIONS OF THE STAIR SYSTEM ANCHORED TO CONCRETE SHALL BE DESIGNED FOR THE OVERSTRENGTH FACTOR, Ω0 AS DEFINED IN ASCE 7 TABLE 13.5-1. 6.3. NEED NOT APPLY CONCURRENTLY WITH OTHER HANDRAIL AND GUARDRAIL LOADS; APPLIED OVER NOT MORE THAN A 1’x1’ AREA. 6.4. APPLY CONCENTRATED WHEEL LOAD OVER 4-1/2″x4-1/2″ AREA. 6.5. UNLESS NOTED OTHERWISE, POINT LOADS ARE TO BE DISTRIBUTED OVER A 2-1/2’x2-1/2’ AREA AND LOCATED TO PRODUCE MAXIMUM LOAD EFFECTS ON STRUCTURAL MEMBERS. 6.6. FLOORS FOR BUSINESS GROUP B (OFFICES) OCCUPANCY SHALL BE DESIGNED WITH A BASIC FLOOR LIVE LOAD PLUS AN ADDITIONAL 15 PSF (MINIMUM) LIVE LOAD FOR MOVEABLE PARTITIONS. 7. DESIGN DEAD LOADS: FOR PREFABRICATED WOOD TRUSS DESIGN ROOF DEAD LOAD, TOTAL 25 PSF TOP CHORD LOAD, PARTIAL (INCLUDES 5 PSF FOR PV ARRAY) 17 PSF BOTTOM CHORD LOAD, PARTIAL 8 PSF 8. DEFLECTION LIMITS FOR SSE / BIDDER-DESIGNED ELEMENTS: VERTICAL [NOTE 9.1]LIMIT ROOF MEMBERS, DEAD + LIVE/SNOW/WIND, TOTAL LOAD (TL) L / 240 ROOF, LIVE/SNOW/WIND LOAD (RLL) L / 360 HORIZONTAL [NOTE: 9.2] MEMBERS SUPPORTING BRITTLE FINISHES L / 240 MEMBERS SUPPORTING FLEXIBLE FINISHES L / 180 INTERSTORY DRIFT 0.020 * STORY HEIGHT 8.1. MAXIMUM VERTICAL DEFLECTION IS WHICHEVER CRITERIA YIELDS LESS DEFLECTION. L IS THE CLEAR SPAN LENGTH IN INCHES. 8.2. WIND LOAD IS REDUCIBLE TO 0.42 * THE COMPONENT AND CLADDING (C&C) LOADS PER TABLE 1604.3 FOOTNOTE F. 01.20.00 SUBMITTALS 1. SUBMIT FOR REVIEW:SUBMITTALS OF SHOP DRAWINGS, PRODUCT DATA, AND MILL TESTS ARE REQUIRED FOR ITEMS NOTED IN THE INDIVIDUAL MATERIALS SECTIONS OF THESE GENERAL NOTES AND FOR BIDDER-DESIGNED ELEMENTS. 2. SUBMITTAL REVIEW PERIOD:SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS OR TEN WORKING DAYS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION. 3. GENERAL CONTRACTOR’S PRIOR REVIEW:PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER; THEREFORE, THEY MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR’S REVIEW STAMP AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. 4. SHOP DRAWING REVIEW:ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE FROM. THE SER WILL RETURN SUBMITTALS IN THE FORM IN WHICH THEY ARE SUBMITTED (EITHER HARD COPY OR ELECTRONIC). FOR HARD COPY SUBMITTALS, THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE REQUIRED NUMBER OF COPIES TO THE SER FOR REVIEW. 5. SHOP DRAWING DEVIATIONS:WHEN SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) DIFFER FROM OR ADD TO THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS, THEY SHALL BE DESIGNED AND STAMPED BY THE RESPONSIBLE SSE. 01.30.00 DEFERRED SUBMITTALS 1. BIDDER-DESIGNED ELEMENTS:SUBMIT “BIDDER-DESIGNED” DEFERRED SUBMITTALS TO THE ARCHITECT AND SER FOR REVIEW. THE DEFERRED SUBMITTALS SHALL ALSO BE SUBMITTED TO THE CITY FOR APPROVAL IF REQUIRED BY THE CITY. DESIGN OF PREFABRICATED, “BIDDER-DESIGNED,” MANUFACTURED, PRE-ENGINEERED, OR OTHER FABRICATED PRODUCTS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1.1. DESIGN CONSIDERS TRIBUTARY DEAD, LIVE, WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY THE IBC. 1.2. DESIGN WITHIN THE DEFLECTION LIMITS NOTED IN THESE GENERAL NOTES AND AS SPECIFIED OR REFERENCED IN THE IBC. 1.3. DESIGN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANDARDS OF THE GOVERNING CODE. 1.4. SUBMITTAL SHALL INCLUDE: 1.4.1. CALCULATIONS PREPARED, STAMPED, AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE. 1.4.2. ENGINEERED COMPONENT DESIGN DRAWINGS ARE PREPARED, STAMPED, AND SIGNED BY THE SSE. 1.4.3. PRODUCT DATA, TECHNICAL INFORMATION AND MANUFACTURER’S WRITTEN REQUIREMENTS, AND AGENCY APPROVALS AS APPLICABLE. 1.4.4. THE SSE MAY SUBMIT TO THE ARCHITECT/ENGINEER A REQUEST TO UTILIZE RELEVANT ALTERNATE DESIGN CRITERIA OF SIMILAR NATURE AND GENERAL EQUIVALENCY WHICH IS RECOGNIZED BY THE CODE AND ACCEPTABLE TO THE AHJ. SUBMIT ADEQUATE DOCUMENTATION OF DESIGN. 2. GENERAL CONTRACTOR’S PRIOR REVIEW: 2.1. ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW OF THE SSE COMPONENT DRAWINGS, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. 2.2. REVIEW OF THE SSE'S SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) IS FOR COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. 2.3. ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER’S INSTRUCTIONS OR THE SSE’S DESIGN DRAWINGS AND CALCULATIONS. 2.4. BIDDER-DESIGNED ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: 2.4.1. PREFABRICATED WOOD ROOF TRUSSES 01.40.00 INSPECTIONS, QUALITY ASSURANCE, AND TEST REQUIREMENTS 1. INSPECTIONS: FOUNDATIONS, FOOTINGS, AND UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. 2. SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTS:SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTING SHALL BE DONE IN ACCORDANCE WITH IBC CHAPTER 17, THE STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS LISTED IN THESE DRAWINGS, AND THE AHJ STATEMENT OF SPECIAL INSPECTION AND/OR STATEMENT OF STRUCTURAL OBSERVATIONS. 3. STRUCTURAL OBSERVATION: 3.1. STRUCTURAL OBSERVATION FOR THIS PROJECT IS REQUIRED PER IBC SECTION 1704.6. THE CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW REQUIRED STRUCTURAL OBSERVATIONS TO OCCUR. REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, CONTRACTOR, SPECIAL INSPECTOR, AND AHJ. 3.1.1. THE FREQUENCY AND EXTENT OF OBSERVATIONS IS AT THE DISCRETION OF THE STRUCTURAL OBSERVER. 3.1.2. ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE STRUCTURAL OBSERVER REQUIRE OBSERVATION. 3.1.3. FOR REPETITIVE OR SIMILAR STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE. 3.1.4. THE FOLLOWING SIGNIFICANT STAGES OF CONSTRUCTION REQUIRE OBSERVATION: 3.1.4.1. PRIOR TO FOUNDATION CONCRETE PLACEMENT 3.1.4.2. DURING STUD, AND SHEAR WALL CONSTRUCTION 3.1.4.3. DURING ROOF FRAMING 3.1.4.4. AFTER ROOF DIAPHRAGM IS COMPLETE PRIOR TO ROOFING 4. CONTRACTOR RESPONSIBILITY:PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE CONTRACTOR IS REQUIRED TO PROVIDE THE AHJ A SIGNED, WRITTEN ACKNOWLEDGEMENT OF THE CONTRACTOR’S RESPONSIBILITIES ASSOCIATED WITH THE STATEMENT OF SPECIAL INSPECTIONS, PREVIOUSLY REFERENCED, ADDRESSING THE REQUIREMENTS LISTED IN IBC SECTION 1704.4. THE CONTRACTOR IS REFERRED TO IBC SECTIONS 1705.13.5 AND 1705.13.6 FOR ARCHITECTURAL AND MEP BUILDING SYSTEMS THAT MAY BE SUBJECT TO ADDITIONAL INSPECTIONS (BASED ON THE BUILDING’S DESIGNATED SEISMIC DESIGN CATEGORY LISTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES), INCLUDING ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS, PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE, OR HIGHLY TOXIC MATERIALS, ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER, EXTERIOR WALL PANELS, AND SUSPENDED CEILING SYSTEMS. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t GENERAL NOTES S1.2 02.00.00 SOILS AND FOUNDATION 1. REFERENCE STANDARDS:CONFORM TO IBC CHAPTER 18 “SOILS AND FOUNDATIONS” 2. GEOTECHNICAL REPORT:RECOMMENDATIONS CONTAINED IN GEOTECHNICAL REPORT - ASTER PLACE, PROJECT# 24-463460.1 BY PARTNER ENGINEERING AND SCIENCE, INC. DATED NOVEMBER 13, 2024 WERE USED FOR DESIGN. 3. CONTRACTOR’S RESPONSIBILITIES:CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION PROCEDURES, GROUND WATER MANAGEMENT, AND STEEP SLOPE BEST MANAGEMENT PRACTICES. 4. GEOTECHNICAL SUBGRADE INSPECTION:THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND PREPARED SOIL BEARING SURFACES PRIOR TO THE PLACEMENT OF FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION BEARING PRESSURE(S)” SHOWN BELOW. ASSUMED VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 5. DESIGN SOIL VALUES: SAFETY FACTOR PER SOILS REPORT 1.5 ALLOWABLE FOUNDATION BEARING PRESSURE 2,000 PSF - STRUCTURAL FILL PASSIVE LATERAL PRESSURE 300 PSF/FT (ASSUMED) ACTIVE LATERAL PRESSURE 35 PSF/FT (ASSUMED) AT-REST LATERAL PRESSURE 55 PSF/FT (ASSUMED) COEFFICIENT OF SLIDING FRICTION 0.35 6. FOUNDATIONS AND FOOTINGS:FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 36″ BELOW FINISH GRADE UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 7. FOOTING DEPTH:TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS. LOCATIONS OF STEPS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS. 8. SLABS-ON-GRADE:ALL SLABS-ON-GRADE SHALL BEAR ON COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT AND BARRIER MANUFACTURER’S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES SPECIFIED BY THE ARCHITECT. 03.20.00 CONCRETE REINFORCEMENT 1. REFERENCE STANDARDS:CONFORM TO: 1.1. ACI 301 “STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE,” SECTION 3 “REINFORCEMENT AND REINFORCEMENT SUPPORTS” 1.2. ACI SP-66 “ACI DETAILING MANUAL” 1.3. CRSI MSP “MANUAL OF STANDARD PRACTICE” 1.4. ANSI/AWS D1.4 “STRUCTURAL WELDING CODE - REINFORCING STEEL” 1.5. IBC CHAPTER 19 “CONCRETE” 1.6. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.7. ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS” 2. SUBMITTALS: 2.1. CONFORM TO ACI 301 SECTION 3.1.2. SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND PLACEMENT LOCATIONS OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. 2.2. INDUSTRY-WIDE EPDS ARE ACCEPTABLE AS AN ALTERNATE TO FACILITY-SPECIFIC EPDS UPON REQUEST. 3. MATERIALS: REINFORCING BARS [NOTE 3.1] ASTM A615, GRADE 60, DEFORMED BARS SMOOTH WELDED WIRE FABRIC ASTM A1064 DEFORMED WELDED WIRE FABRIC ASTM A1064 BAR SUPPORTS CRSI MSP CHAPTER 3 TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED HEADED DEFORMED BARS ASTM A970 3.1. ASSUME GRADE 60 REINFORCEMENT UNLESS NOTED OTHERWISE ON PLAN. REFERENCE PLANS FOR HIGH STRENGTH REINFORCING LOCATIONS, INDICATED BY (GR 80) OR (GR 100). 4.FABRICATION:CONFORM TO ACI 301 SECTION 3.2.2 AND ACI SP-66. 5. WELDING:BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301 SECTION 3.2.2.2 AND AWS D1.4, AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. 6.PLACING:CONFORM TO ACI 301 SECTION 3.3.2. PLACING TOLERANCES SHALL CONFORM TO ACI 117. 7. CONCRETE COVER:CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE ON PLAN: CONCRETE CAST AGAINST EARTH 3″ CONCRETE EXPOSED TO EARTH OR WEATHER 2″ TIES IN COLUMNS AND BEAMS 1-1/2″ BARS IN SLABS 3/4″ BARS IN WALLS 3/4″ 8. SPLICES:CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE IN THESE DRAWINGS FOR TYPICAL REINFORCEMENT SPLICES. SPLICES INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE SER. FOR REINFORCING WITHIN THE LATERAL SYSTEM AND REINFORCING CONNECTING THE DIAPHRAGM SLAB TO THE LATERAL SYSTEM, MECHANICAL SPLICE STRENGTH IS INCREASED TO DEVELOP 125% OF THE SPECIFIED TENSILE STRENGTH OF THE SPLICES BAR. 9. FIELD BENDING:CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES REQUIRE PREHEATING. DO NOT TWIST BARS. BARS SHALL NOT BE BENT PAST 45°. 03.30.00 CAST-IN-PLACE CONCRETE 1. REFERENCE STANDARDS:CONFORM TO: 1.1. ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE” 1.2. IBC CHAPTER 19 “CONCRETE” 1.3. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.4. ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS” 2.FIELD REFERENCE:THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL SP-15. 3. CONCRETE MIXTURES:CONFORM TO ACI 301 SECTION 4 AND IBC SECTION 1904.1. 4. MATERIALS:CONFORM TO ACI 301 SECTION 4.2.1 FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER, AND ADMIXTURES. 5. SUBMITTALS: 5.1. PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION 26.4.3.1(B). 6. MIX DESIGN REQUIREMENTS [NOTES 7.1 TO 7.11, TYPICAL UNO] FOOTINGS STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXTERIOR SLABS ON GRADE & SIDEWALKS STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% INTERIOR SLABS ON GRADE STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ STEM WALLS & CURBS (NOT EXPOSED) STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% ARCHITECTURAL / EXPOSED STEM WALLS & CURBS [NOTE: 7.12] STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1/2″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% 7. MIX DESIGN REQUIREMENT NOTES: 7.1. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY REQUIREMENTS GIVEN IN ACI 318 SECTION 19.3. W/C RATIOS MAY BE EXCEEDED WITH APPROVAL OF SER AS LONG AS POTENTIAL SHRINKAGE IMPACTS ARE ACCOUNTED FOR. 7.2. CEMENTITIOUS MATERIALS: 7.2.1. DCI ENCOURAGES THE REDUCTION OF CEMENT CONTENT AND/OR THE USE OF ALTERNATE CEMENTITIOUS MATERIALS. WHERE REQUIREMENTS OF THIS SECTION PROHIBIT INCLUSION OF ANY OF THESE MIXES, CONTACT DCI FOR FURTHER COORDINATION. 7.2.2. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 26.4.1.1.1(A). 7.2.3.CEMENT REPLACEMENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 318 SECTIONS 19.3.2 AND 26.4.2.2. SUPPLEMENTAL CEMENTITIOUS MATERIAL (SCM) QUANTITIES SHALL MEET REQUIREMENTS OUTLINED IN THE TABLE BELOW. APPROACHING MAXIMUM CEMENT REPLACEMENT LIMITS MAY AFFECT CONCRETE SETTING TIME AND STRENGTH GAIN. CONTRACTOR AND SUPPLIER SHALL COORDINATE ON MIX DESIGNS WITH REGARD TO SCHEDULE, WORKABILITY, SHRINKAGE, AND FINISHABILITY REQUIREMENTS. WHERE SCM QUANTITIES DO NOT MEET THE FOLLOWING REQUIREMENTS, SUBMIT FOR SER APPROVAL. CONCERNS BY THE CONSTRUCTION TEAM WITH THE MIX DESIGN PROVIDED HEREIN SHALL BE BROUGHT TO THE SER’S ATTENTION IN THE MIX DESIGN SUBMITTAL PRIOR TO POURING CONCRETE. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. REPLACEMENT FOUNDATION SLABS WALLS/COLUMNS MAXIMUM 25% 25% 25% PREFERRED MINIMUM 15% 15% 15% 7.3. GENERAL CONTRACTOR SHALL COORDINATE MEANS AND METHODS NECESSARY TO SUPPORT EXTENDED TEST AGES INCLUDING, BUT NOT LIMITED TO, DELAYED STRENGTH GAIN, SHORING SEQUENCING, MODULUS OF ELASTICITY REQUIREMENTS, DEFLECTION, AND APPEARANCE. 7.4. AIR CONTENT: CONFORM TO ACI 318 SECTION 19.3.3.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. TOLERANCE IS ±1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. 7.5. AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. INSULATING LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C332. 7.6. SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.1. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. 7.7. CHLORIDE CONTENT: CONFORM TO ACI 318 TABLE 19.3.2.1. 7.8. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR’S OPTION. 7.9. ACI 318 SECTION 19.3.1.1 EXPOSURE CLASSES SHALL BE ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 7.10. RECYCLED CARBON DIOXIDE ( CO2 ) IS PERMISSIBLE TO BE INJECTED INTO THE MIX AS AN INGREDIENT DURING MIXING, SUCH THAT CO2 IS CHEMICALLY MINERALIZED INTO CONCRETE. CO2 INJECTED INTO THE MIX MUST BE POST-INDUSTRIAL CO2 SOURCED FROM AN EMITTER. 7.11. SHRINKAGE LIMIT: CONCRETE USED IN ELEVATED SLABS AND BEAMS SHALL HAVE A SHRINKAGE LIMIT OF 0.045%. CONCRETE USED IN SLAB-ON-GRADE SHALL HAVE A SHRINKAGE LIMIT OF 0.040% WHEN EXPOSED OR USED IN INDUSTRIAL APPLICATIONS AND A SHRINKAGE LIMIT OF 0.045% FOR ALL OTHER CONDITIONS AND APPLICATIONS. SUBMIT LABORATORY TEST RESULTS AT 28 DAYS MEASURED IN ACCORDANCE WITH ASTM C157 TO SER FOR APPROVAL PRIOR TO CONSTRUCTION. 7.12.EXPOSED LANDSCAPE AND FEATURE ELEMENTS REQUIRE THAT THE CONCRETE SUPPLIER AND INSTALLER ARE RESPONSIBLE FOR THE LOOK OF THE FINISHED PRODUCT. THE MIX DESIGN TABLE SETS BASIC REQUIREMENTS FOR THE EXPOSURE, DURABILITY, AND STRENGTH OF THE MIX. ADDITIONAL FACTORS SUCH AS ADMIXTURES, FIBER REINFORCING, PIGMENT, SLUMP LIMITS, TEST PANELS, CURING, FORMING, AND FINISHING TECHNIQUES REQUIRED TO ACHIEVE THE DESIRED ARCHITECTURAL FINISH ARE TO BE COORDINATED WITH THE DESIGN TEAM AND OWNER AS NECESSARY. 7.13. MODULUS OF ELASTICITY SHALL BE A MINIMUM OF 57,000 * √f’c FOR ALL MIX DESIGNS. 7.14. CORROSION INHIBITING ADMIXTURE: BEAMS AND PILE CAPS WITH A MARINE EXPOSURE SHALL CONTAIN 4-1/2 GALLONS OF CALCIUM NITRITE PER CUBIC YARD. TOPPING SLABS EXPOSED TO DEICING SALTS SHALL CONTAIN 2-1/2 GALLONS OF CALCIUM NITRITE PER CUBIC YARD. 7.15. STRUCTURAL DESIGN IS BASED ON STRENGTH OF 2,500 PSI; THEREFORE, IT DOES NOT REQUIRE SPECIAL INSPECTION. THE 3,000 PSI COMPRESSIVE STRENGTH IS SPECIFIED FOR SERVICEABILITY. 8. STRENGTH TESTING AND ACCEPTANCE: 8.1. TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.7.3.3. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW AND SHOULD BE STANDARD CURED PER ACI SECTION 26.5.3.2. 8.1.1. CURE FOUR CYLINDERS FOR 28-DAY TEST AGE. TEST ONE CYLINDER AT 7 DAYS, TEST TWO CYLINDERS AT 28 DAYS, AND HOLD ONE CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS. 8.1.2. THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE 6″x12″ CYLINDERS. IF 4″x8″ CYLINDERS ARE TO BE USED, ADDITIONAL CYLINDERS MUST BE CURED FOR TESTING OF THREE CYLINDERS AT TEST AGE PER THE TABLE OF MIX DESIGN REQUIREMENTS IN THESE GENERAL NOTES. 8.2.ACCEPTANCE: 8.2.1. STRENGTH IS SATISFACTORY WHEN THE AVERAGES OF ALL SETS OF THREE CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH AND NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. 8.2.2. A “TEST” FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO 6″x12″ CYLINDERS OR THREE 4″x8″ CYLINDERS TESTED AT THE SPECIFIED TEST AGE. 9. FORMWORK & RESHORING:CONFORM TO ACI 301 SECTION 2. REMOVAL OF FORMS SHALL CONFORM TO SECTION 2.3.2 EXCEPT THE STRENGTH INDICATED IN SECTION 2.3.2.4 SHALL BE 0.75 * f’c .c 10. MEASURING, MIXING, AND DELIVERY:CONFORM TO ACI 301 SECTION 4.3. 11. HANDLING, PLACING, CONSTRUCTING AND CURING:CONFORM TO ACI 301 SECTION 5. IN ADDITION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305R AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R. 12. CONSTRUCTION JOINTS:CONFORM TO ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3(A) FOR REVIEW AND APPROVAL BY THE SER TWO WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDANT, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 13. EMBEDDED ITEMS:POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS, AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. 14. GROUT:USE 7,000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES 15. GROUT:CONSULT BASF BUILDING SYSTEMS PRODUCT CATALOG FOR DESCRIPTION OF GROUTS LISTED BELOW. 15.1. BEARING PLATES AND EQUIPMENT. USE BASF MASTERFLOW 555 GROUT. 16. GROUTED REBAR:SEE POST-INSTALLED ANCHORS TO CONCRETE SECTION OF THESE GENERAL NOTES. 17. POST-INSTALLED ANCHORS TO CONCRETE:ANCHOR LOCATION, TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE THE POST-INSTALLED ANCHORS SECTION OF THESE GENERAL NOTES FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-EVALUATION SERVICE REPORT (ESR). SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. 18. LEAN CONCRETE BACKFILL:CONFORM TO RECOMMENDATIONS OF ACI 229R FOR MIXING AND PLACING LEAN CONCRETE BACKFILL SHOWN ON THE DRAWINGS. USE 100 PSI MIX FOR BACKFILL NOT UNDER FOOTINGS. USE 300 PSI MIX FOR BACKFILL BELOW FOOTINGS. USE STANDARD SLUMP TEST TO VERIFY FLOWABILITY. TEST IN ACCORDANCE WITH ASTM D 4832-10. 19. SHRINKAGE:CONVENTIONAL AND POST-TENSIONED CONCRETE SLABS WILL CONTINUE TO SHRINK AFTER INITIAL PLACEMENT AND STRESSING OF CONCRETE. CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE JOINTING AND INTERIOR MATERIAL FINISHES TO PROVIDE ADEQUATE TOLERANCE FOR EXPECTED STRUCTURAL FRAME SHRINKAGE AND SHALL INCLUDE, BUT NOT BE LIMITED TO, CURTAIN WALL, DRYVIT, STOREFRONT, SKYLIGHT, FLOOR FINISH, AND CEILING SUPPLIERS. CONTACT ENGINEER FOR EXPECTED RANGE OF SHRINKAGE. 20. FLOOR FINISHES:THE CONTRACTOR MUST PROVIDE AND CORRECTLY INSTALL AN ISOLATION MEMBRANE AND PROPERLY DETAILED EXPANSION JOINTS TO HELP MINIMIZE CRACKING OF FINISHES WITH CEMENTITIOUS SETTING BEDS OR FINISH PROPERTIES (TILE, STONE, TERRAZZO, CONCRETE TOPPING, ETC.). THE EXPANSION JOINTS SHALL BE SIZED FOR AN EXPECTED SHORTENING MOVEMENT OF 0.01 IN/FT. 21. CONCRETE PLACEMENT TOLERANCE:CONFORM TO ACI 117 FOR CONCRETE PLACEMENT TOLERANCE. 22. FLOOR FLATNESS AND FLOOR LEVELNESS:MINIMUM VALUES OF FLATNESS, F(F) 30 AND OF LEVELNESS, F(L) 20 WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24 AND OF LEVELNESS, F(L) 15 FOR SLABS-ON-GRADE ARE REQUIRED. OVERALL MINIMUM VALUES OF FLATNESS, F(F) 30 WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24 FOR SUSPENDED SLABS ARE REQUIRED. CONCRETE SLABS THAT W ILL RECEIVE WOOD FLOORING SHALL HAVE A MINIMUM F(F) 35. THE PRECEDING VALUES ARE MINIMUMS UNLESS SPECIFICATIONS REQUIRE HIGHER VALUES. MEASURED VALUES SHALL BE IN ACCORDANCE WITH ACI 117. 05.05.19 POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 19 “CONCRETE” 1.2. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.3. IBC CHAPTER 21 “MASONRY” 1.4. TMS 402 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES” 2.POST-INSTALLED ANCHORS:INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY THE SER. ALL POST-INSTALLED ANCHOR TYPES AND LOCATIONS SHALL BE APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-ESR THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE STRENGTH EXCEEDS THE REQUIRED STRENGTH. SUBMIT CURRENT MANUFACTURER’S DATA AND ICC-ESR TO THE SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ICC-ESR AND THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE SER AS REQUESTED. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI OR AN APPROVED EQUIVALENT. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF POST-INSTALLED ANCHORS. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. ANCHOR TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 2.1.ADHESIVE ANCHORS: THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE OR MASONRY AS APPLICABLE AND IN ACCORDANCE WITH THE CORRESPONDING CURRENT ICC ESR REPORT. REFERENCE THE CORRESPONDING ICC-ESR FOR REQUIRED MINIMUM AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION, LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION REQUIREMENTS. DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS OR NOT LESS THAN SEVEN TIMES THE ANCHOR NOMINAL DIAMETER (7D). ADHESIVE ANCHORS ARE TO BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS UNLESS OTHERWISE SPECIFIED IN THE ICC-ESR. HILTI “HIT-HY 200-R V3” - ICC-ESR 4868 FOR ANCHORAGE TO CONCRETE HILTI “HIT-RE 500 V3” - ICC-ESR 3814 FOR ANCHORAGE TO CONCRETE 2.2. EXPANSION ANCHORS: THE FOLLOWING EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: SIMPSON “STRONG-BOLT 2” - ICC-ESR 3037 FOR ANCHORAGE TO CONCRETE, IAPMO 240 TO MASONRY 2.3. SCREW ANCHORS: THE FOLLOWING SCREW TYPE ANCHOR IS PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: SIMPSON “TITEN HD” - ICC-ESR 2713 FOR CARBON STEEL TO CONCRETE, ICC-ESR 1056 FOR MASONRY ONLY, IAPMO 493 FOR STAINLESS STEEL TO CONCRETE 05.12.00 STRUCTURAL STEEL 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 22 “STEEL” 1.2. ANSI/AISC 303 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” 1.3. AISC “MANUAL OF STEEL CONSTRUCTION” 1.4. ANSI/AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” 1.5. AWS D1.1 “STRUCTURAL WELDING CODE - STEEL” 1.6. RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS” 2. SUBMITTALS:SUBMIT THE FOLLOWING DOCUMENTS TO THE SER FOR REVIEW: 2.1. SHOP DRAWINGS COMPLYING WITH AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 2.2. ERECTION DRAWINGS COMPLYING AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 2.3. WELD PROCEDURE SPECIFICATIONS (WPS'S) FOR SHOP AND FIELD WELDING. 2.4. MANUFACTURER’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 3. COPIES:MAKE COPIES OF THE FOLLOWING DOCUMENTS AVAILABLE UPON REQUEST TO THE SER OR OWNER’S INSPECTION AGENCY IN ELECTRONIC OR PRINTED FORM PRIOR TO FABRICATION PER AISC 360 SECTION N3.2 REQUIREMENTS: 3.1. FABRICATOR’S WRITTEN QUALITY CONTROL MANUAL THAT INCLUDES, AS A MINIMUM: 3.1.1. MATERIAL CONTROL PROCEDURES 3.1.2. INSPECTION PROCEDURES 3.1.3. NON-CONFORMANCE PROCEDURES 3.2. STEEL AND ANCHOR ROD SUPPLIERS’ MATERIAL TEST REPORTS (MTRS) INDICATING COMPLIANCE WITH SPECIFICATIONS. 3.3. FASTENER MANUFACTURER’S CERTIFICATION DOCUMENTING CONFORMANCE WITH THE SPECIFICATION. 3.4. FILLER METAL MANUFACTURER’S PRODUCT DATA FOR SMAW, FCAW, AND GMAW INDICATING: 3.4.1. PRODUCT SPECIFICATION COMPLIANCE 3.4.2. RECOMMENDED WELDING PARAMETERS 3.4.3. RECOMMENDED STORAGE AND EXPOSURE REQUIREMENTS INCLUDING BAKING 3.4.4. LIMITATIONS OF USE 3.5. WELDED HEADED (SHEAR) STUD ANCHORS MANUFACTURER’S CERTIFICATION INDICATING THEY MEET SPECIFICATIONS. 3.6. WPS'S FOR SHOP AND FIELD WELDING. 3.7. MANUFACTURER’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 3.8. PROCEDURE QUALIFICATION RECORDS (PQRS) FOR WPS'S THAT ARE NOT PREQUALIFIED IN ACCORDANCE WITH AWS. 3.9. WELDING PERSONNEL PERFORMANCE QUALIFICATION RECORDS (WPQRS) AND CONTINUITY RECORDS CONFORMING TO AWS STANDARDS 4. MATERIALS:STRUCTURAL STEEL MATERIALS SHALL CONFORM TO MATERIALS AND REQUIREMENTS LISTED IN AISC 360 SECTION A3 INCLUDING, BUT NOT LIMITED TO: SHAPE TYPE WIDE FLANGE (W) AND TEE (WT) SHAPES ASTM A992, Fy = 50 KSI PLATE (PL) ASTM A36, Fy = 36 KSI SQUARE/RECT HSS ASTM A500, GRADE C, Fy = 50 KSI HIGH-STRENGTH, HEAVY HEX BOLTS ASTM F3125 GRADE A325/F1852, TYPE 1 OR 3, PLAIN HEAVY HEX NUTS ASTM A563, GRADE AND FINISH PER RCSC TABLE 2.1 WASHERS (HARDENED FLAT OR BEVELED) ASTM F436, GRADE AND FINISH PER RCSC TABLE 2.1 ANCHOR RODS (ANCHOR BOLTS, TYPICAL) ASTM F1554, GRADE 36 MILD THREADED RODS ASTM A36, Fy = 36 KSI WELDED HEADED STUD ANCHORS ASTM A108 - NELSON/TRW S3L WELDED HEADED STUD ANCHORS ASTM A108 - NELSON/TRW H4L 5. STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS: 5.1. ASTM F3125 GRADE A325-N BOLTS - “THREADS NOT EXCLUDED IN THE SHEAR PLANE.” 5.2. HIGH-STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS “BEARING” CONNECTIONS. 5.3. PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE MATERIALS SECTION OF THESE GENERAL NOTES. 5.4. PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE HOLES PER RCSC TABLE 6.1. 5.5. PROVIDE NUT AND WASHER GRADES, TYPES, AND FINISHES CONFORMING TO RCSC TABLE 2.1. 5.6. PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER. 5.7. JOINT TYPES SHALL BE: 5.7.1. ST - “SNUG TIGHT,” FOR TYPICAL BEAM END “SHEAR”CONNECTIONS UNLESS NOTED OTHERWISE. 5.7.2. SC - “SLIP CRITICAL,” WHERE SPECIFICALLY INDICATED. PROVIDE WITH CLASS A | B FAYING SURFACE. 5.8. INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH RCSC SECTION 8 AND TABLE 4.1. 5.9. INSPECTION IS PER RCSC SECTION 9. 6. ANCHORAGE TO CONCRETE: 6.1. SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION: HEADED SHEAR STUDS WELDED (WHS) TO TOPS OF WIDE FLANGE BEAMS SHALL BE 3/4″ DIAMETER WITH NOMINAL STUD LENGTHS AS INDICATED. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM SHEAR STUD HEIGHT EQUAL TO THE METAL DECK DEPTH + 1-1/2″ AND A MAXIMUM SHEAR STUD HEIGHT THAT ALLOWS FOR 1/2″ OF CONCRETE COVER OVER THE STUD. 6.2. COLUMN ANCHOR RODS AND BASE PLATES: ALL COLUMNS (VERTICAL MEMBER ASSEMBLIES WEIGHING OVER 300 LB) SHALL BE PROVIDED WITH A MINIMUM OF FOUR 3/4″ DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST 3/4″ THICK UNLESS NOTED OTHERWISE. CAST-IN-PLACE ANCHOR RODS SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE ENGINEER. UNLESS NOTED OTHERWISE, EMBEDMENT OF CAST-IN- PLACE ANCHOR RODS SHALL BE 12 TIMES THE ANCHOR DIAMETER (12D). 6.3. EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: PL EMBEDDED IN CONCRETE WITH WHS OR DOWEL BAR ANCHORS (DBA) SHALL BE OF THE SIZES AND LENGTHS AS INDICATED ON THE PLANS WITH MINIMUM 1/2″ DIA x 6″ LONG WHS, BUT PROVIDE NOT LESS THAN 3/4″ INTERIOR COVER OR 1-1/2″ EXTERIOR COVER TO THE OPPOSITE FACE OF CONCRETE UNLESS NOTED OTHERWISE. 7. FABRICATION: 7.1. CONFORM TO AISC 360 SECTION M2 AND AISC 303 SECTION 6. 7.2. QUALITY CONTROL (QC) SHALL CONFORM TO: 7.2.1. AISC 360 CHAPTER N 7.2.2. AISC 303 SECTION 8 7.2.3. FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC PROCEDURES PER AISC 360 SECTION N3. 7.2.4. FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5 TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS, AND THE APPLICABLE BUILDING CODE. 7.2.5. QC INSPECTIONS MAY BE COORDINATED WITH QUALITY ASSURANCE (QA) INSPECTIONS PER AISC 360 SECTION N5.3 WHERE FABRICATORS QA PROCEDURES PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR. 8. WELDING: 8.1. WELDING SHALL CONFORM TO AWS D1.1 WITH PREQUALIFIED WELDING PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2 WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS. 8.2. USE 70 KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T AS APPROPRIATE FOR THE PROCESS SELECTED. 8.3. WELDING OF HIGH-STRENGTH ANCHOR RODS IS PROHIBITED UNLESS APPROVED BY ENGINEER. 8.4. WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 9. ERECTION: 9.1. CONFORM TO AISC 360 SECTION M4 AND AISC 303 SECTION 7. 9.2. CONFORM TO AISC 360 CHAPTER N AND AISC 303 SECTION 8. 9.2.1. THE ERECTOR SHALL MAINTAIN DETAILED ERECTION QC PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENTS AND THE CONTRACT DOCUMENTS. 9.3. STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC 303 SECTION 7.13. 9.4. HIGH-STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS INCLUDING RCSC SECTION 7.2, AS APPLICABLE AND AISC 360 CHAPTER J AND SECTIONS M2.5 AND N5.6. 9.5. WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 9.6. PROVIDE HEADED (SHEAR) STUD ANCHORS WELDED THROUGH THE METAL DECK TO TOPS OF BEAMS DENOTED IN PLANS. 9.7. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTIONS 7.10 AND 7.11. 10. PROTECTIVE COATING REQUIREMENTS: 10.1. SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. 10.2.INTERIOR STEEL: 10.2.1. UNLESS NOTED OTHERWISE, DO NOT PAINT ANY OF THE STEEL SURFACES MEETING THE FOLLOWING CONDITIONS: 10.2.1.1.CONCEALED BY THE INTERIOR BUILDING FINISHES 10.2.1.2.FIREPROOFED 10.2.1.3.EMBEDDED IN CONCRETE 10.2.1.4.SPECIALLY PREPARED AS A “FAYING SURFACE” FOR TYPE-SC “SLIP-CRITICAL” CONNECTIONS INCLUDING BOLTED CONNECTIONS THAT FORM A PART OF THE SFRS GOVERNED BY AISC 341 UNLESS THE COATING CONFORMS TO REQUIREMENTS OF THE RCSC AND IS APPROVED BY THE ENGINEER. 10.2.1.5.WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTIONS AND NON- DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE SATISFIED. 10.2.2. INTERIOR STEEL EXPOSED TO VIEW SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 10.3. STEEL NEED NOT BE PRIMED OR PAINTED UNLESS NOTED OTHERWISE ON PLAN OR IN THE PROJECT SPECIFICATIONS. CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 06.11.00 WOOD FRAMING 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 23 “WOOD” 1.2. ANSI/AWC NDS “NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION - WITH NDS SUPPLEMENT” 1.3. ANSI/AWC SDPWS “SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC” 1.4. APA PDS “PANEL DESIGN SPECIFICATION” 1.5. TPI 1 “NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION” 1.6. BCSI B1 “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING, AND BRACING OF TRUSSES” 1.7. DSB-89 “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES” 1.8. APA REPORT TT-045B “MINIMUM NAIL PENETRATION FOR WOOD STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATERAL LOADS” 1.9. APA REPORT TT-061C “1-5/16″ THICK I-JOIST FLANGES AND DIAPHRAGM NAIL PENETRATION” 2. SUBMITTALS: 2.1. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZE, SPACING, CAMBER, MATERIAL TYPE, GRADE, SHOP AND FIELD ASSEMBLY DETAILS AND CONNECTIONS, AND TYPES AND LOCATION OF BOLTS AND OTHER FASTENERS. SUPPLY SHOP DRAWINGS FOR THE FOLLOWING: 2.1.1. GLUED LAMINATED MEMBERS 2.1.2. LVL MEMBERS 2.1.3. LSL MEMBERS 2.2. SOFTWOOD LUMBER, SOFTWOOD PLYWOOD, ORIENTED STRAND BOARD, GLUED LAMINATED TIMBER, LAMINATED VENEER LUMBER, LAMINATED STRAND LUMBER, AND WOOD I-JOISTS. EPDS MUST CONFORM TO ISO 14025 AND EN 15804 OR ISO 21930 AND HAVE AT LEAST A CRADLE-TO-GATE SCOPE. INDUSTRY-WIDE EPDS ARE ACCEPTABLE AS AN ALTERNATE TO FACILITY-SPECIFIC EPDS UPON REQUEST. 3. DEFERRED SUBMITTALS:SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY AN SSE IN THE STATE OF COLORADO FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER’S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER THE DEFERRED SUBMITTALS SECTION. PRODUCTS INCLUDED ARE: 3.1. METAL PLATE CONNECTED TRUSSES (PREFABRICATED TRUSSES): CONFORM TO IBC SECTION 2303.4. TRUSS SUPPLIER TO PROVIDE DESIGN AND MATERIALS FOR ALL PERMANENT TRUSS BRACING. SHOP DRAWINGS SHALL BE PROVIDED FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, AND VALLEYS SHOWN ON THE DRAWINGS. THE MANUFACTURER SHALL PROVIDE SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (STEP DOWN TRUSSES, JACK TRUSSES AND GIRDER TRUSSES) UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS- TO-TRUSS AND TRUSS-TO-SUPPORT CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. SPECIFY TEMPORARY AND PERMANENT BRACING AND CONNECTIONS ON THE SHOP DRAWINGS. PROVIDE ALL TRUSS REACTIONS ON SHOP DRAWINGS. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t GENERAL NOTES S1.3 4. IDENTIFICATION:ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. 5. MATERIALS: 5.1. SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA AND REQUIREMENTS BELOW. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE WALL STUD/TOP AND BOTTOM PLATES 2x4, 3x4, 2x6, 3x6 DOUG FIR LARCH NO. 2 SILL PLATES (AT CONCRETE) 2x4, 3x4, 2x6, 3x6 PT DOUG FIR LARCH NO. 2 POSTS 4x4, 4x6, 4x8 DOUG FIR LARCH NO. 2 FLOORS OR ROOF JOISTS 2x6 THROUGH 2x12 DOUG FIR LARCH NO. 2 BEAMS 4x8 THROUGH 4x12 DOUG FIR LARCH NO. 2 BEAMS 6x8 THROUGH 6x12 DOUG FIR LARCH NO. 1 POSTS OR TIMBERS 6x6, 8x8 DOUG FIR LARCH NO. 1 LIGHT FRAMING/STUDS 2x4 DOUG FIR LARCH NO. 2 LIGHT FRAMING/STUDS 2x6 DOUG FIR LARCH NO. 2 LIGHT FRAMING/STUDS 4x4, 4x6, 4x8 DOUGLAS FIR LARCH NO. 2 JOISTS AND PLANKS 2x6 THROUGH 2x12 DOUGLAS FIR LARCH NO. 2 BEAMS AND STRINGERS 4x8 THROUGH 4x12 DOUGLAS FIR LARCH NO. 2 BEAMS AND STRINGERS 6x8 THROUGH 6x12 DOUGLAS FIR LARCH NO. 1 POSTS AND TIMBERS 6x6 DOUGLAS FIR LARCH NO. 1 POSTS AND TIMBERS 8x8 DOUGLAS FIR LARCH NO. 1 5.2. GLUED LAMINATED TIMBER: CONFORM TO ANSI 117 AND ANSI A190.1. CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT CANTILEVERED AND CONTINUOUS BEAMS, TO A RADIUS OF 3,000 FT UNLESS SHOWN OTHERWISE ON THE PLANS. FABRICATE CANTILEVERED AND CONTINUOUS BEAMS FLAT UNLESS SHOWN OTHERWISE ON PLANS. 5.3. GLUED LAMINATED TIMBER - REQUIREMENTS: MEMBER USE SIZES SPECIES COMB. SYMBOL BEAMS - SIMPLE SPAN ALL DF/DF 24F-V4 BEAMS - OTHER ALL DF/DF 24F-V8 5.4. GLUED LAMINATED TIMBER - PRESERVATIVE TREATMENT (TREATED AFTER GLUING): GLUED LAMINATED TIMBER REQUIRING PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH AWPA STANDARD U1 AND T1. RETENTIONS SHALL BE: 5.4.1. UC1: INTERIOR CONSTRUCTION, ABOVE GROUND, DRY-INTERIOR CONSTRUCTION AND FURNISHINGS. 5.4.2. UC2: INTERIOR CONSTRUCTION, ABOVE GROUND, DAMP-INTERIOR CONSTRUCTION. 5.4.3. UC3B: EXTERIOR CONSTRUCTION, ABOVE GROUND, UNCOATED OR POOR WATER RUN-OFF-DECKING, DECK JOISTS, RAILINGS, FENCE PICKETS, UNCOATED MILLWORK. 5.4.4. UC4A: GROUND CONTACT OR FRESH WATER, NON-CRITICAL COMPONENTS-FENCE, DECK AND GUARDRAIL POSTS, CROSSTIE AND UTILITY POLES. 5.5. GLUED LAMINATED TIMBER - PRESERVATIVE PENETRATION (PCF) REQUIREMENTS: USE CATEGORY PRESERVATIVE SYSTEM UC1, UC2, UC3B PCP-A OR PCP-C CU-8-Q CUN COASTAL DOUG FIR 0.30 PCF N/A 0.04 PCF UC4A COASTAL DOUG FIR 0.60 PCF N/A 0.06 PCF 5.5.1.GLULAM THAT IS TO BE PRESERVATIVE-TREATED SHOULD BE TRADEMARKED WITH THE APA EWS STAMP AND MUST BE BONDED WITH WET-USE ADHESIVES CONFORMING TO ANSI A190.1. INCISING IS REQUIRED FOR DOUGLAS-FIR, WESTERN HEMLOCK AND HEM-FIR. MOST GLUED LAMINATED TIMBER TO BE PRESSURE-TREATED WILL BE IN CUSTOM SIZES AND SHOULD BE ORDERED TO EXACT DIMENSIONS, WHEN POSSIBLE, TO AVOID FILED CUTS, WHICH MUST BE RETREATED. IN ADDITION, ALL FABRICATION, CUTTING AND PRE-DRILLING OF HOLES FOR FASTENERS IS RECOMMENDED PRIOR TO PRESERVATIVE- TREATING. FIELD TREATMENT SHOULD BE APPLIED TO SATURATION BY DIPPING, BRUSHING, SPRAYING, SOAKING OR COATING IN ACCORDANCE WITH AWPA STANDARD M4. 5.5.2. FASTENERS USED TO CONNECT PRESERVATIVE-TREATED GLUED LAMINATED TIMBER SHOULD BE CORROSION RESISTANT TO WITHSTAND THE EFFECTS OF THE HIGH-MOISTURE ENVIRONMENT TO WHICH THESE MEMBERS ARE TYPICALLY EXPOSED. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH WOOD TREATED WITH COPPER BASED SOLUTIONS. 5.6. WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES OF VENEER AND WOOD-BASED MATERIAL WITH T&G JOINT. ARCHITECT MAY DISALLOW OSB. CONFIRM WITH ARCHITECT. CONFORM TO “STRUCTURAL PLYWOOD” BASED ON PRODUCT STANDARD PS 1-19 BY THE U.S. DEPT. OF COMMERCE, AND “PERFORMANCE STANDARD FOR WOOD STRUCTURAL PANELS” BASED ON PRODUCT STANDARD PS 2-18 BY THE U.S. DEPT. OF COMMERCE AND “PANEL DESIGN SPECIFICATION” BASED ON APA D510 BY THE ENGINEERED WOOD ASSOCIATION. UNLESS NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING TABLE: 5.7. WOOD STRUCTURAL SHEATHING (PLYWOOD) - MINIMUM THICKNESS AND APA RATING REQUIREMENTS: LOCATION THICKNESS SPAN RATING PLYWOOD GRADE WALLS 15/32″ 32/16 C-D FLOORS 23/32″ T&G 24 OC STURD-I-FLOOR ROOFS 19/32″ 40/20 C-D 5.7.1. ALL EXPOSURES TO BE CATEGORY 1. 5.7.2. UNLESS NOTED OTHERWISE ON PLAN, INSTALL ROOF AND FLOOR PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. END JOINTS SHALL OCCUR OVER SUPPORTS. HUD MATERIALS BULLETIN 40C GRADE MARKING OF SHEATHING CERTIFICATION IS REQUIRED. 5.8.TIMBER CONNECTORS: SHALL BE “STRONG TIE” BY SIMPSON COMPANY AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER’S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS OR BOLTS IN EACH MEMBER. WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS IN CONTACT WITH PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA, CONNECTORS SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG), MECHANICALLY GALVANIZED (ASTM B695, CLASS 55 MINIMUM) STAINLESS STEEL, OR PROVIDED WITH 1.85 OZ/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN SIMPSON ZMAX FINISH. 5.8.1. WHERE STRAPS ARE USED AS HOLD-DOWNS, NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATION, AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE. 5.9.FASTENERS (NAILS, BOLTS, SCREWS, ETC.) ATTACHING TIMBER CONNECTORS (JOIST HANGERS, POST CAPS AND BASES, ETC.) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR. FASTENERS (NAILS, BOLTS, SCREWS, ETC.) ATTACHING SAWN TIMBER MEMBERS OR SHEATHING (SHEAR WALLS) TO PT WOOD SHALL BE CORROSION RESISTANT; NAILS AND LAG BOLTS SHALL BE EITHER HDG (ASTM A153) OR STAINLESS STEEL. VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. 5.9.1. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 5.10. LAG SCREWS/BOLTS: CONFORM TO ASTM A307 AND NDS CHAPTER 12. 5.10.1. LAG SCREW INSTALLATION SHALL CONFORM TO NDS SECTION 12.1.4 INCLUDING REQUIRED DRILLED LEAD AND/OR CLEARANCE HOLES. 5.11. NAILS AND STAPLES: CONFORM TO ASTM F1667 AND IBC SECTIONS 2303.6 AND 2304.10. 5.12. ENGINEERED WOOD PRODUCTS (TRUSJOIST): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO ORDERING. A HUD MATERIAL RELEASE FORM IS REQUIRED FOR ALL MANUFACTURED WOOD PRODUCTS LISTED BELOW. 5.12.1. LAMINATED VENEER LUMBER (LVL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 08675-R. 5.12.2. PARALLEL STRAND LUMBER (PSL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 11161-R. 5.12.3. LAMINATED STRAND LUMBER (LSL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 12627-R. 5.12.4. PARALLEL CHORD I-JOISTS (DEFERRED SUBMITTAL): CONFORM TO ICC-ESR 1153 OR CCMC REPORT NO. 13132-R. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND SOLID WOOD WEBS. 5.13. ENGINEERED WOOD PRODUCTS (TRUSJOIST) - REQUIREMENTS: TYPE USE WIDTH(S)E (106 PSI)Fb (PSI)Fv (PSI)Fc // (PSI) LSL RIMBOARD RIMBOARD OR STAIR STRINGER 1-1/2″ 1.3 1,700 425 1,835 TIMBERSTRAND LSL RIMBOARD, HEADER OR BEAM ≥ 9″ DEPTH 1-3/4″, 3-1/2″ 1.55 2,325 310 2,170 TIMBERSTRAND LSL WALL STUD 2x4 AND 2x6 1-1/2″ 1.5 1,700 425 1,835 MICROLLAM LVL HEADER, BEAM 1-3/4″ 2.0 2,600 285 2,510 5.14. ENGINEERED WOOD PRODUCTS (REDBUILT): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY REDBUILT AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO ORDERING. 5.14.1. LAMINATED VENEER LUMBER (REDLAM LVL): CONFORM TO ICC-ESR 2993 OR CCMC REPORT NO. 13485-R. 5.14.2. OPEN WEB WOOD TRUSSES: CONFORM TO ICC-ESR 1774. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. TRUSSES SHALL HAVE WOOD CHORDS AND METAL WEBS. 6. NAILING REQUIREMENTS:CONFORM TO IBC SECTION 2304.10. UNLESS NOTED OTHERWISE ON PLAN, NAIL PER IBC TABLE 2304.10.2. NAILING FOR ROOFS/FLOORS AND DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE SER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY THE SER PRIOR TO CONSTRUCTION. 7. STANDARD LIGHT-FRAME CONSTRUCTION:UNLESS NOTED OTHERWISE ON PLAN, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308. 8. NAILERS ON STEEL COLUMNS AND BEAMS:WOOD 3x NAILERS ARE GENERALLY REQUIRED ON ALL HSS COLUMNS AND STEEL BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED OTHERWISE, ATTACH WITH 5/8″ DIAMETER BOLTS OR WELDED STUDS AT 16″ OC. UNLESS NOTED OTHERWISE, WOOD NAILERS ON BEAMS SUPPORTING JOIST HANGERS SHALL NOT OVERHANG THE BEAM FLANGE BY MORE THAN 1/4″. 9. WOOD SHRINKAGE AND EXPANSION:WOOD MATERIALS WILL EXPAND OR CONTRACT BASED ON RELATIVE CHANGES IN MOISTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO MITIGATING AND MANAGING THE EFFECTS OF CHANGES IN MOISTURE. 10. MOISTURE CONTENT:THE CONTRACTOR SHALL MAKE PROVISIONS DURING HANDLING AND CONSTRUCTION TO PREVENT THE STRUCTURAL WOOD MEMBERS FROM EXCEEDING THE APPROPRIATE MOISTURE CONTENT LIMITS. THE MOISTURE CONTENT FOR SOLID SAWN WOOD MATERIAL USED FOR THIS PROJECT SHALL NOT EXCEED 19%. THE MOISTURE CONTENT FOR ENGINEERED WOOD PRODUCTS, LAMINATED LUMBER AND SHEATHING SHALL NOT EXCEED THE LIMITS REQUIRED BY THE MANUFACTURER OR 12%, WHICHEVER IS LESS. THE MOISTURE CONTENT LIMITS MAY BE MORE STRINGENT FOR PARTICULAR PRODUCT REQUIREMENTS (E.G., FINISHES, CLADDING, INSULATION SYSTEMS, ETC.). THE CONTRACTOR SHALL REFER TO THE ARCHITECT’S DRAWINGS, PROJECT SPECIFICATIONS, OR INSTALLER/PRODUCT REQUIREMENTS FOR ADDITIONAL REQUIREMENTS. 11. SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS:MEP SYSTEMS, INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED/DESIGNED IN SUCH A MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. WOOD SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS AND MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL CONDITIONS IS EXPECTED TO RANGE BETWEEN 1/8″ AND 1/4″ PER FLOOR. 12. CLADDING COMPATIBILITY:THE ARCHITECT/OWNER AND CONTRACTOR SHALL REVIEW THE CLADDING, FINISHES, INSULATION SYSTEMS, OTHER NON-STRUCTURAL COMPONENTS, AND CONSTRUCTION PROCEDURES PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR PERFORMANCE OVER WOOD FRAMING. EIFS SYSTEMS SHOULD BE AVOIDED ON WOOD-FRAMED PROJECTS DUE TO PROBLEMS WITH MOISTURE PROOFING. NOTE THAT DCI IS NOT RESPONSIBLE FOR THE ATTACHMENT OF THE CLADDING TO THE WOOD STUDS WHICH NEEDS TO BE VERIFIED AND PROVIDED BY THE CLADDING SUPPLIER. 13. STORAGE AND HANDLING: 13.1. ALL STORAGE AND HANDLING IS TO BE A MEANS AND METHODS PROVIDED BY THE CONTRACTOR. THE CONTRACTOR IS TO DETERMINE THE BEST PRACTICES IN ORDER TO AVOID DAMAGE TO THE MEMBERS DURING STORAGE, SUCH AS FUNGAL GROWTH AND EXPOSURE TO WEATHER CONDITIONS. THE FOLLOWING ARE SUGGESTIONS TO AID THE CONTRACTOR. ALL MATERIALS SHOULD BE STORED LEVEL ON SITE AND MUST BE RAISED OFF THE GROUND A MINIMUM OF 6″ BY MEANS OF BLOCKING AND SEPARATING SPACERS. IT IS RECOMMENDED THAT THE MATERIALS ARE COVERED WITH AN ADDITIONAL OPAQUE WATERPROOF MATERIAL (I.E. GOOD QUALITY TARPAULIN). WHEN MEMBERS ARE WRAPPED IN POLY OR ANOTHER MATERIAL WHICH MAY INHIBIT AIR FLOW, THE MATERIAL SHOULD HAVE SLOTS OR PERFORATIONS TO ALLOW FOR AIR FLOW AND PREVENT THE ACCUMULATION OF WATER AND/OR CONDENSATION. ENSURE THAT ALL EXPOSED MEMBERS ARE PROTECTED. PROTECTIVE MATERIAL SHOULD BE REMOVED ONLY AFTER THE ROOF OR STRUCTURE PROVIDING COVER IS INSTALLED. MEMBERS SHOULD BE CONSTANTLY PROTECTED FROM WEATHER DURING TRANSPORTATION, STORAGE, AND ERECTION. 13.2. FOR INTERIOR GLULAM MEMBERS, THE HEAT IN THE BUILDING SHOULD BE GRADUALLY INCREASED OVER A TWO-TO-THREE-WEEK PERIOD IN ORDER TO PROVIDE A GRADUAL CHANGE IN MOISTURE CONTENT. DO NOT DIRECT ANY FORCED AIR HEATING SYSTEMS ONTO THE GLULAM MEMBERS. IT IS RECOMMENDED TO APPLY THE FINAL FINISH TO THE GLULAM MEMBER BEFORE HEAT IS APPLIED. 13.3. MEMBERS THAT ARE TO BE EXPOSED TO VIEW IN THE FINISHED STRUCTURE SHOULD BE HANDLED USING NYLON OR FABRIC SLINGS TO PREVENT SURFACE DAMAGE. THE CONTRACTOR SHOULD ALSO USE MEANS TO PROTECT CORNERS OF MEMBERS TO PREVENT CRUSHING DURING TRANSPORTATION, STORAGE, AND ERECTION. ALL BOLTS SHOULD BE GALVANIZED OR MADE SURE THAT THEY ARE FREE OF OIL TO PREVENT STAINING. GLULAM MEMBERS SHOULD BE TREATED AND STAINED PER THE ARCHITECT OF RECORD'S RECOMMENDATIONS. THE FOLLOWING ARE PROVIDED IN ORDER TO HELP GUIDE THE CONTRACTOR IN THE BEST PRACTICES TO PRESERVE THE QUALITY OF WOOD PRODUCTS. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE AND AN END ALL SOLUTION AND SHOULD BE TAKEN UNDER CONSIDERATION BY THE CONTRACTOR AND SUPPLEMENTED AS NECESSARY. 14. PRESERVATIVE TREATMENT (PT):WOOD MATERIALS THAT ARE REQUIRED TO BE “TREATED WOOD” IN ACCORDANCE WITH IBC SECTION 2304.12 SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED OR AS PER IBC SECTION 2304.10.6. HUD UM48 PRESSURE- TREATED LUMBER AND PLYWOOD CERTIFICATION IS REQUIRED. 14.1. MUD SILL PLATES IN NORMALLY DRY INTERIOR APPLICATIONS MAY BE TREATED WITH SODIUM BORATE (DOT - DISODIUM OCTABORATE TETRAHYDRATE) AS RECENT STUDIES HAVE NOTED LESS CONNECTOR CORROSION POTENTIAL THAN OTHER AVAILABLE WOOD TREATMENTS OR THE ORIGINAL CCA TREATED SILL PLATES. WOOD TREATED WITH SODIUM BORATE SHALL BE PROTECTED DURING SHIPMENT, STORAGE AND INSTALLATION TO MINIMIZE LEACHING OF THE WATER-SOLUBLE PRESERVATIVE FROM THE LUMBER. SODIUM BORATE PRESSURE TREATED PLATES DO NOT REQUIRE HOT-DIPPED GALVANIZED CONNECTORS. 14.2.IF USING PRESERVATIVE TREATMENTS OTHER THAN CCA OR SODIUM BORATE, FASTENERS MUST BE HOT- DIPPED GALVANIZED OR STAINLESS-STEEL. WOOD TREATED WITH ALKALINE COPPER QUATERNARY (ACQ) REQUIRES STEEL COMPONENTS IN CONTACT WITH THE WOOD TO BE STAINLESS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS). FASTENERS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS) ATTACHING TIMBER CONNECTORS (JOIST HANGERS, POST CAPS AND BASES, ETC.) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR; THAT IS, USE HOT-DIPPED GALVANIZED OR STAINLESS-STEEL FASTENERS. FASTENERS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS) ATTACHING SAWN TIMBER MEMBERS OR SHEATHING (SHEAR WALLS) TO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT (HOT-DIPPED GALVANIZED OR STAINLESS-STEEL). 14.3. ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. 15. FIRE RETARDANT TREATED (FRT) WOOD:WOOD MATERIAL THAT IS REQUIRED TO BE FIRE RETARDANT TREATED WOOD TO CONFORM TO IBC SECTION 2303.2. SUBMIT ICC REPORT TO THE SER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t SPECIAL INSPECTIONS S1.4 50.00.00 SPECIAL INSPECTIONS 1. THE FOLLOWING STATEMENT AND SCHEDULES OF INSPECTIONS ARE THOSE SPECIAL INSPECTIONS AND TESTS THAT SHALL BE PERFORMED FOR THIS PROJECT. SPECIAL INSPECTORS SHALL REFERENCE THESE PLANS AND IBC CHAPTER 17 FOR ALL SPECIAL INSPECTION REQUIREMENTS. THE OWNER SHALL RETAIN AN “APPROVED AGENCY” PER IBC SECTION 1703 TO PROVIDE SPECIAL INSPECTIONS FOR THIS PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS PER IBC SECTION 1704.2.4. SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW. IN ADDITION TO SPECIAL INSPECTION REPORTS AND TESTS, SUBMIT REPORTS AND CERTIFICATES NOTED IN IBC SECTION 1704.5 TO THE AUTHORITY HAVING JURISDICTION. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC SECTION 1704.2.4. 2. STATEMENT OF SPECIAL INSPECTIONS: 2.1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN WRITTEN WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: 2.1.1. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTOR. 2.1.2. MONITOR THE SPECIAL INSPECTION ACTIVITY ON THE PROJECT SITE TO ENSURE THAT SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTY AS STATED WITHIN THIS STATEMENT. 2.1.3. REVIEW ALL SPECIAL INSPECTION REPORTS SUBMITTED TO THEM BY THE SPECIAL INSPECTOR. 2.1.4. PERFORM INSPECTIONS AS REQUIRED BY IBC SECTION 110.3. 2.2. THE FOLLOWING SPECIAL INSPECTIONS ARE APPLICABLE TO THIS PROJECT: SPECIAL INSPECTIONS FOR STANDARD BUILDINGS (PER IBC SECTION 1705.1) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.13) NOT REQUIRED TESTING FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.14) NOT REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE (PER IBC SECTION 1705.12) REQUIRED 3. SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES: 3.1. SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES SHALL BE VERIFIED BY THE SPECIAL INSPECTOR AS STATED IN SECTION 1704.2.5. 3.2. INCLUDE THE FOLLOWING: 3.2.1.PRIOR TO THE START OF FABRICATION: SPECIAL INSPECTOR(S), REPRESENTING THE OWNER, SHALL VISIT THE FABRICATOR’S SHOP(S) WHERE THE WORK IS TO BE PERFORMED, AND VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF WORKMANSHIP, MATERIAL CONTROL, AND FABRICATOR’S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. 3.2.2. FABRICATOR SHALL HAVE AVAILABLE FOR INSPECTOR’S REVIEW DETAILED PROCEDURES FOR MATERIAL CONTROL THAT DEMONSTRATE THE FABRICATOR’S ABILITY TO MAINTAIN SUITABLE RECORDS AND PROCEDURES SUCH THAT, AT ANY TIME DURING THE FABRICATION PROCESS, THE MATERIAL SPECIFICATION, GRADE, AND APPLICABLE TEST REPORTS FOR PRIMARY LOAD-CARRYING MEMBERS ARE CAPABLE OF BEING DETERMINED. 4. STRUCTURAL STEEL:PER IBC SECTION 1705.2.1 4.1. A QUALIFIED SPECIAL INSPECTOR OF AN “APPROVED AGENCY” PROVIDING QUALITY ASSURANCE (QA) SPECIAL INSPECTIONS FOR THE PROJECT SHALL REVIEW AND CONFIRM THE FABRICATOR AND ERECTOR’S QUALITY CONTROL (QC) PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER N, AISC 303, AWS D1.1, AND 2021 IBC CODE REQUIREMENTS FOR THE FABRICATOR’S SCOPE OF WORK. 4.2. REQUIREMENTS: 4.2.1. QA AGENCY PROVIDING SPECIAL INSPECTIONS SHALL PROVIDE PERSONNEL MEETING THE MINIMUM QUALIFICATION REQUIREMENTS FOR INSPECTION AND NONDESTRUCTIVE TESTING (NDT) PER AISC 360 SECTION N4. 4.2.1.1. QC AGENCY SHALL SUBMIT QUALIFICATION DOCUMENTS PER AISC 341 SECTION J2 ON PROJECTS SUBJECT TO SPECIAL INSPECTIONS ON SEISMIC FORCE RESISTING SYSTEMS WITH R > 3. 4.2.1.2. NDT PERSONNEL SHALL BE QUALIFIED PER AISC 341 SECTION J4. 4.2.1.3. PROVIDE QC AND QA INSPECTIONS PER AISC 341 SECTION J5 THROUGH J10 AS APPLICABLE. 4.2.2. VERIFY FABRICATOR AND ERECTOR QC PROGRAM PER AISC 360 SECTION N2. 4.2.3. INSPECTION OF WELDS AND BOLTS BY BOTH QC AND QA PERSONNEL SHALL BE PER THE SCHEDULE OF SPECIAL INSPECTIONS IN THESE DRAWINGS. ALL PROVISIONS OF AWS D1.1 FOR STATICALLY LOADED STRUCTURES SHALL APPLY. 4.2.4. NONDESTRUCTIVE TESTING (NDT) OF WELDS: 4.2.4.1. NDT OF WELDED JOINTS PER AISC 360 SECTION N5 4.2.4.2. RISK CATEGORY FOR DETERMINATION OF EXTENT OF NDT PER AISC 360 N5.5B IS NOTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL REQUIREMENTS. 4.2.4.3. NDT PERFORMED SHALL BE DOCUMENTED AND REPORTS SHALL IDENTIFY THE TESTED WELD BY PIECE MARK AND LOCATION OF THE PIECE. 4.2.4.4. FOR FIELD WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK AND LOCATION OF THE PIECE. 4.2.5. ADDITIONAL INSPECTION TASKS PER AISC 360 SECTION N5.8. 4.2.6. INSPECTION FOR COMPOSITE CONSTRUCTION SHALL BE DONE PER AISC 360 SECTION N6. 4.3. POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: SHALL COMPLY WITH IBC SECTION 1703. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION SERVICE REPORT (ICC-ESR) AND AS INDICATED BY THE DESIGN REQUIREMENTS SPECIFIED ON THE DRAWINGS. REFER TO THE POST-INSTALLED ANCHORS SECTION OF THE GENERAL NOTES FOR ANCHORS THAT ARE THE BASIS OF THE DESIGN. SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST- INSTALLED ANCHORS SECTION OF THE GENERAL NOTES OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE SUBSTANTIATING CALCULATIONS AND A CURRENT 2021 IBC RECOGNIZED ICC-ESR. SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ESR. 4.4. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SECTION 1703. 5. SCHEDULES OF SPECIAL INSPECTIONS: 5.1. TABLE 1705.6 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS NO. SPECIAL INSPECTION CONTINUOUS PERIODIC 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY -X 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL - X 3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS - X 4 DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X - 5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY - X 5.2. TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION NO. SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1 INSPECT REINFORCEMENT AND VERIFY PLACEMENT - X ACI 318 CHAPTER 20 ACI 318 SECTIONS 25.2, 25.3, & 26.6.1-26.6.3 2b INSPECT SINGLE PASS FILLET WELD MAXIMUM 5/16″ - X - 2c INSPECT ALL OTHER WELDS X - - 3 INSPECT ANCHORS CAST IN CONCRETE - X ACI 318 SECTION 17.8.2 4 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: - - - 4a ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS X - ACI 318 SECTION 17.8.2.4 4b MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a - X ACI 318 SECTION 17.8.2 5 VERIFY USE OF REQUIRED DESIGN MIX - X ACI 318 CHAPTER 19 ACI SECTIONS 26.4.3 & 26.4.4 IBC SECTION 1904.1, 1904.2 6 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X - ASTM C172 & C31 ACI 318 SECTIONS 26.5 & 26.12 7 INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X - ACI 318 SECTION 26.5 8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES - X ACI 318 SECTIONS 26.5.3-26.5.5 14 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED - X ACI 318 SECTION 26.11.1.2(B) 5.3.REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION NO. SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1a PANEL SHEATHING FOR GRADE AND THICKNESS X - - 1b NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES X - - 1c NAIL AND STAPLE DIAMETERS AND LENGTHS X - - 1d NUMBER OF FASTENER LINES, SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS X - - 2 METAL PLATE CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER: TEMPORARY INSTALLATION RESTRAINT/BRACING AND PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING INSTALLATION X - IBC SECTION 1705.5.2 3 SHEAR WALLS (WHERE FASTENER SPACING OF THE SHEATHING IS 4 INCHES OR LESS ON CENTER): - - IBC SECTION 1705.12.1 3a ANCHOR BOLTS INCLUDING PROPER BOTTOM PLATE SIZES (2X AND 3X) AND PLATE WASHERS - X - 3b HOLD-DOWNS (HD) AND CONTINUOUS ROD TIE-DOWN SYSTEMS (TDS) INCLUDING SQUASH BLOCKS AND ANCHORS TO CONCRETE - X - 3c A35 AND LTP SHEAR CONNECTORS - X - 3d STRAP CONNECTORS - X - 3e BOUNDARY EDGE NAILING - X - 3f PLATE NAILING AND PANEL EDGE NAILING FOR SIZE AND SPACING - X - 3g BLOCKING - X - 4a BLOCKING AND STRAP CONNECTIONS - X - 4b BOUNDARY EDGE AND PANEL SHEAR NAILING SIZE AND SPACING - X - 5 MOISTURE CONTENT OF WOOD STUDS, PLATES, BEAMS, DECKING, AND JOISTS - - AS DIRECTED BY THE CONTRACTOR TO MEET MOISTURE CONTENT REQUIREMENTS 6 ROOF TRUSS ‘HURRICANE CLIPS’ - X - 5.4. MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION NO. SPECIAL INSPECTION QC QA REFERENCE STANDARD INSPECTION TASKS PRIOR TO WELDING 1 WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O AISC 360 TABLE N5.4-1 2 WELDING PROCEDURE SPECIFICATIONS (WPS'S) AVAILABLE P P AISC 360 TABLE N5.4-1 3 MANUFACTURING CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P AISC 360 TABLE N5.4-1 4 MATERIAL IDENTIFICATION (TYPE/GRADE) O O AISC 360 TABLE N5.4-1 5 WELDER IDENTIFICATION SYSTEM O O AISC 360 TABLE N5.4-1 6 FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) O O AISC 360 TABLE N5.4-1 7 FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) P O AISC 360 TABLE N5.4-1 8 CONFIGURATION AND FINISH OF ACCESS HOLES O O AISC 360 TABLE N5.4-1 9 FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) O O AISC 360 TABLE N5.4-1 10 CHECK WELDING EQUIPMENT O - AISC 360 TABLE N5.4-1 INSPECTION TASKS DURING WELDING 1 USE OF QUALIFIED WELDERS O O AISC 360 TABLE N5.4-2 2 CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING EXPOSURE CONTROL O O AISC 360 TABLE N5.4-2 3 NO WELDING OVER CRACKED TACK WELDS O O AISC 360 TABLE N5.4-2 4 ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS PRECIPITATION AND TEMPERATURE O O AISC 360 TABLE N5.4-2 5 WPS FOLLOWED SETTINGS ON WELDING EQUIPMENT TRAVEL SPEED SELECTED WELDING MATERIALS SHIELDING GAS TYPE/ FLOWRATE PREHEAT APPLIED INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) PROPER POSITION (F, V, H, OH) O O AISC 360 TABLE N5.4-2 6 WELDING TECHNIQUES INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE EACH PASS MEETS QUALITY REQUIREMENTS O O AISC 360 TABLE N5.4-2 INSPECTION TASKS AFTER WELDING 1 WELDS CLEANED O O AISC 360 TABLE N5.4-3 2 SIZE, LENGTH, AND LOCATIONS OF WELDS P P AISC 360 TABLE N5.4-3 3 WELDS MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION WELD PROFILES WELD SIZE UNDERCUT POROSITY P P AISC 360 TABLE N5.4-3 4 ARC STRIKES P P AISC 360 TABLE N5.4-3 5 K-AREA P P AISC 360 TABLE N5.4-3 6 WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES P P AISC 360 TABLE N5.4-3 7 BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P AISC 360 TABLE N5.4-3 8 REPAIR ACTIVITIES P P AISC 360 TABLE N5.4-3 9 DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P AISC 360 TABLE N5.4-3 10 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.4-3 INSPECTION TASKS PRIOR TO BOLTING 1 MANUFACTURER’S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P AISC 360 TABLE N5.6-1 2 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O AISC 360 TABLE N5.6-1 3 CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O AISC 360 TABLE N5.6-1 4 CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O AISC 360 TABLE N5.6-1 5 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O AISC 360 TABLE N5.6-1 6 PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P O AISC 360 TABLE N5.6-1 7 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENERS COMPONENTS O O AISC 360 TABLE N5.6-1 INSPECTION TASKS DURING BOLTING 1 FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS ARE POSITIONED AS REQUIRED O O AISC 360 TABLE N5.6-2 2 JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE- TENSIONING OPERATION O O AISC 360 TABLE N5.6-2 3 FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O AISC 360 TABLE N5.6-2 4 FASTENERS ARE PRE-TENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O AISC 360 TABLE N5.6-2 INSPECTION TASKS AFTER BOLTING 1 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.6-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1 PLACEMENT AND INSTALLATION OF STEEL DECK P P AISC 360 TABLE N6.1 2 PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P AISC 360 TABLE N6.1 3 DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P AISC 360 TABLE N6.1 5.4.1. (O) - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS 5.4.2. (P) - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR EACH STEEL ELEMENT 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II HSS4x4x1/4 F3.0F3.0F3.0F3.0 F3.0 F3.0 F3.0 F3.0 HSS4x4x1/4 66'-0" 10'-0" 18'-0" 24'-0" 14'-0" 1 3/4" 8'-0" 7'-8 1/2" 8'-0" 1 3/4" HSS5x5x1/4 HSS5x5x1/4 W8x21W8x21 24" SQ CONC PIER W/ (12) #5 VERTS & #3 TIES @ 10"OC, TYP UNO 6x6 POST 6x6 POST6x6 POST6x6 POST HSS4x4x1/4 HSS4x4x1/4 6x6 POST 6x6 POST6x6 POST6x6 POST 1 3/4" 18'-0" 10'-3" 13'-5 1/2" 1 3/4" 5/S3.1 F3.0 F3.0 2 3 / 4 " 2 3 / 4 " 2' - 0 " 1'-6"Wx10"DP CONT FTG W/ (3) #4B CONT 1'-6"Wx10"DP CONT FTG W/ (3) #4B CONT T/WALL = 100'-0" , TYP UNO T/FTG = 97'-0" , TYP UNO T/WALL = 100'-0" , TYP UNO T/FTG = 97'-0" , TYP UNO T/FTG = 99'-2" 5 5/8"7'-8 1/8"7'-8 1/2"7'-8 1/8"5 5/8" 60 ' - 9 " 5' - 9 " 3 ' - 0 " 1 6 ' - 1 1 " 4 ' - 1 " 3 ' - 0 " 7 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " 1' - 0 " 1' - 0 " 3 5 / 8 " 2 3/4" 2 3/4" 2 3 / 4 " 6x6 POST S4.2 4______ T/FTG = 99'-2" 2 3/4" 4" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" 1'-6"Wx10"DP THICKENED SLAB FTG W/ (3) #4B CONT TYP @ INTERIOR UNO 6x6 POST 2 3/4" 24" SQ CONC PIER W/ (12) #5 VERTS & #3 TIES @ 10"OC, TYP UNO S4.2 4______ S4.2 4______ S4.2 4______ S4.2 3______ S4.2 3______ S4.2 11______ S4.2 11______ S4.2 9______ S4.2 9______ THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 S4.2 3______ S4.2 3______ S4.2 3______ 8" CONC WALL W/ #4 VERTS @ 16"OC & #4 HORIZ @ 12"OC 8" CONC WALL W/ #4 VERTS @ 16"OC & #4 HORIZ @ 12"OC W/ ABU66Z POST BASE T/PIER = 101'-8" , TYP T/FTG = 97'-0" , TYP W/ ABU66Z POST BASE TYP, UNO TYP, UNO T/FTG = 97'-0" , TYP T/PIER = 101'-8" , TYP TYP, UNO TYP, UNO FOUNDATION PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 100'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES PER ARCH AND GEOTECH REPORT. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. 5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION PER PLAN. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = 97'-0", UNO. 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. 7. PROVIDE CONTROL JOINTS PER . SUBMIT TO ARCHITECT AND ENGINEER FOR APPROVAL. 8. MOISTURE PROOF ALL CONCRETE STEM WALLS PER ARCHITECT. 9. INDICATES WALL BLOCKOUT AND SLAB POUROVER PER . COORDINATE BLOCKOUT WIDTH WITH ARCH AND ENGINEER. 10. INDICATES HOLDOWN LOCATION, HOLDOWN TO BE CAST IN PLACE ANCHOR, AND SOME LOCATIONS POST-INSTALLED ANCHOR IS NOT ALLOWED. CONTACT EOR PRIOR TO CONSTRUCTION. SEE S5.10 AND HOLDOWN SCHEDULE FOR MORE INFORMATION. 11. TYPICAL DETAILS PER: S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS 6/S4.1 2/S4.2 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION PLAN S2.1SCALE: 1/4" = 1'-0" FOUNDATION PLAN SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING COMMENTSLENGTH WIDTH DEPTH F3.0 3'-0" 3'-0" 10" (4) #4B EW MOP SINK 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL EXTERIOR BEARING WALLS TO BE 2x6 @ 16"OC, UNO. INTERIOR BEARING WALLS TO BE LSL 1 1/2x5 1/2 @ 16"OC, UNO. 4. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH (2) 2x @ 16"OC UNO ON PLAN. 5. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 6. HEADERS SHOWN AS 'HDR' ARE TO BE (2) 2x8 MINIMUM. HEADER SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER AND/OR KING STUD IS REQUIRED, HEADER SHALL BE NOTED THUS: (2)LVL1 3/4x11 7/8 (2, 3). INDICATING (2) TRIMMER AND (3) KING STUDS. TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR OPENINGS. 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS TO BE (2) TRIMMER STUDS MINIMUM, UNO. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 8. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE . 9. ALL EXTERIOR WALLS REQUIRING WOOD SHEATHING PER THE ARCHITECT SHALL BE SHEAR WALL TYPE UNO. 10. TYPICAL HOLD-DOWN ELEVATION PER & . 11. ANCHOR BOLTS TO BE 5/8" DIA x 7" MINIMUM EMBEDMENT PER . PROVIDE HOT-DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES. 12. TYPICAL DETAILS PER: S5.10 SHEAR WALL DETAILS SHEAR WALL PLAN NOTES: W6 5/S5.10 3/S5.10 9/S5.10 3/S4.1 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II W6 W6 W6 W6 W6 W6 W6 W6 G7 G7 W4 HDU4 W4 HDU4 HDU4 W6 W6 W4 HDU4 HDU4 W6 W6 W6 G7 W4 HDU4 5/S3.1 2x8 STUD WALL @ 16"OC LS L 1 1 / 2 x 5 1 / 2 S T U D S @ 1 6 " O C BA L L O O N F R A M E W / LS L 1 1 / 2 x 5 1 / 2 S T U D S @ 1 6 " O C BA L L O O N F R A M E W / STRAP OPENING PER 4/S5.10 FORCE TRANSFER SHEAR WALL S6.1 4 S6.1 4 HDU2 HDU2 SHEAR WALL LINE HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE INDICATES SIDE WHERE SHEATHING IS LOCATED AND NAILING PATTERN PER SHEAR WALL SCHEDULE SEE 5/S5.10 INDICATES SHEAR WALL LINE BEARING/SHEAR WALL LINE KEY W4 INDICATES BEARING WALL LINE 2x6 @ 16" OC MIN, UNO PER PLAN BEARING WALL LINE INDICATES STUD WALL LOCATION PER ARCH INDICATES STUD WALL LOCATION PER ARCH HDU2HDU2 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t LEVEL 1 STUD AND SHEAR WALL PLAN S2.1A SCALE: 1/4" = 1'-0" LEVEL 1 STUD AND SHEAR WALL PLAN 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II PT 6 x 1 2 PT 6 x 1 2 PT 6 x 1 2 PT 6 x 1 2 W14x26 T/STL = 115'-11 5/8" W16x40 T/STL = 119'-5" SL O P E PE R A R C H SL O P E PE R A R C H (2) 2x8 (1,1)(2) 2x8 (1,1) (2 ) 2 x 8 ( 1 , 2 ) (2 ) 2 x 8 ( 1 , 2 ) GL 5 1 / 8 x 1 2 ( 2 , 2 ) GL5 1/8x12 (2,2) (2) LVL1 3/4x9 1/2 (2,2)(2) LVL1 3/4x9 1/2 (2,2) (2) 2x8 (1,1)GL5 1/8x12 (2,2) GL 5 1 / 8 x 1 2 ( 2 , 2 ) (2 ) 2 x 8 ( 1 , 1 ) (2) 2x8 (1,1) RIDGE HSS4x4x1/4 ABV FROM W8 TO W16 W8 x 2 1 T/ S T L = 1 1 1 ' - 0 " W16x40 T/STL = 113'-9 1/2" SL O P E PE R A R C H SL O P E PE R A R C H PR E F A B R O O F T R U S S E S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC 2x6 OUTLOOKERS @ 16"OC (2 ) L V L 1 3 / 4 x 9 1 / 2 (2 ) 2 x 8 ( 1 , 1 ) (2) 2x8 (1,1) PR E F A B R O O F T R U S S E S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC ECCLQ POST CAP 4x 1 2 D B 4x 1 2 D B 4x 1 2 D B 4x 1 2 D B (2 ) 2 x 6 @ 2 4 " O C BLOCK AND STRAP W/ CS14 PER 18 " D P P A R A L L E L C H O R D R O O F T R U S S @ 2 4 " O C 18 " D P P A R A L L E L C H O R D R O O F TR U S S @ 2 4 " O C 18 " D P P A R A L L E L C H O R D RO O F T R U S S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC 2x6 OUTLOOKERS @ 16"OC PR E F A B R O O F T R U S S E S @ 2 4 " O C SL O P E PE R A R C H SL O P E PE R A R C H (2 ) L V L 1 3 / 4 x 9 1 / 2 ( 1 , 1 ) (2 ) L V L 1 3 / 4 x 9 1 / 2 ( 1 , 1 ) CS14 STRAP CS14 STRAP (2 ) 2 x 8 ( 1 , 1 ) STRAP END TO BLKG STRAP END TO BLKG ECCLQ POST CAP 5/S3.1 RIDGE STRUCTURAL FASCIA PER 8/S5.20, TYP UNO (HIGH) (HIGH) S5.20 1______ (HIGH) SHADED AREA INDICAES LOW ROOF REGION 19/32" ROOF SHTHG PER PLAN NOTES 19/32" ROOF SHTHG PER PLAN NOTES 8x12 DB 8x12 DB 8x12 DB CJT6Z HGR, TYP AT EXT BEAM, UNO 8/S5.10 2x12 STRUCTURAL FASCIA WOOD BEAM TO STEEL COL PER 12/S6.1 S5.20 2______ S5.20 4______ S5.20 12______ S5.20 2______ S5.20 11______ S5.20 1______ S5.20 7______ S5.20 7______ S6.1 8______ S5.20 12______ S5.20 2______ S5.20 4______ S6.1 3______ (M I N ) 4' - 0 " B A C K S P A N STRUCTURAL FASCIA PER 8/S5.20, TYP UNO (2 ) 2 x 6 (2 ) 2 x 6 2x6 OUTLOOKERS @ 16"OC S5.21 4______ TYP (4) PLACES S5.21 2______ S5.21 3______ S5.21 3______ S5.21 1______ S5.21 5______ RIDGE (1 , 1 ) WELDABLE HUC HGR 7'-0" 31 PSF 7'-0" 31 PSF 31 PSF5'-9" 26 PSF SL O P E PE R A R C H SL O P E PE R A R C H CJT6Z HGR, TYP AT EXT BEAM, UNO S5.20 2______ S5.20 1______ CS14 STRAP BEAM TO BLKG IN WALL CS14 STRAP BEAM TO BEAM HSS2x2x1/4 @ 1'-0"OC 9" MAX DIAMETER WEB PENETRATION IN CENTER OF BEAM, LOCATE PER MEP SHEAR WALL LINE HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE INDICATES SIDE WHERE SHEATHING IS LOCATED AND NAILING PATTERN PER SHEAR WALL SCHEDULE SEE 5/S5.10 INDICATES SHEAR WALL LINE BEARING/SHEAR WALL LINE KEY W4 INDICATES BEARING WALL LINE 2x6 @ 16" OC MIN, UNO PER PLAN BEARING WALL LINE INDICATES STUD WALL LOCATION PER ARCH INDICATES STUD WALL LOCATION PER ARCH HDU2HDU2 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131"DIAx2 1/2" NAILS @ 6"OC AT SUPPORTED PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 5. ALL 2x HANGERS TO BE FACE MOUNT SIMPSON LUS TYPE, UNO.GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. 6. HEADERS SHOWN AS 'HDR' ARE TO BE (2) 2x8 MINIMUM. HEADER SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER AND/OR KING STUD IS REQUIRED, HEADER SHALL BE NOTED THUS: (2) LVL1 3/4x11 7/8 (2, 3). INDICATING (2) TRIMMER AND (3) KING STUDS. TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR OPENINGS. 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED BEAM SUPPORTS TO BE (2) TRIMMERS STUDS MINIMUM, UNO. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 8. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, AND TRUSSES TYPICAL. 9. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). 10. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. NAIL PER HORIZONTAL STRAP FASTENER SCHEDULE . SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS. 11. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM UNO. 12. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: • ROOF SYSTEM TO BE BIDDER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUST BE SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING POINTS AND REACTIONS TO STRUCTURE. • TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. • STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. • ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO STUDS. TRUSS MANUFACTURER TO SUBMIT TO ENGINEER GIRDER TRUSSES REACTIONS. • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. • ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM [MECHANICAL UNITS, AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. • TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN f'c = 625 PSI. 13. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. 14. TYPICAL DETAILS PER: S5.1 TYPICAL FRAMING DETAILS S5.20 ROOF FRAMING DETAILS S5.21 ROOF FRAMING DETAILS S6.1 STEEL DETAILS ROOF FRAMING PLAN NOTES: 8/S5.10 1. INDICATES AREAS OF SNOW DRIFT LOADING PER PLAN AND DIAGRAM SURCHARGE. LOADING IS APPLIED IN ADDITION TO UNIFORM BALANCED SNOW LOADING APPLIED THROUGHOUT. SNOW DRIFT LOADING PLAN NOTES: SNOW DRIFT SURCHARGE SHOWN ON PLAN BALANCED SL PER GENERAL NOTES DRIFT LENGTH ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING PLAN S2.2 SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN 34 W8 x 2 1 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 W8 x 2 1 W14x26 T/STL PER PLAN GL5 1/8x12 GL5 1/8x12 GL5 1/8x12 S3.1 9 S3.1 9 OMF1 OMF1 T/FTG PER PLAN S6.1 12 TYP S6.1 1 TYP S4.2 7 S4.2 7 S4.2 8 TYP T/WALL PER PLAN S5.21 5______ CL MARK STIFFENED END PLATE (4ES) COLUMN OMF1 1. ORDINARY MOMENT FRAME (OMF) CONNECTION (MEP) SHALL COMPLY WITH AISC 358-16, CHAPTER 6. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES AND STEEL SEISMIC PROVISIONS. 2. QUALITY CONTROL (SHOP AND FIELD QC), QUALITY ASSURANCE (SPECIAL INSPECTION QA) AND NONDESTRUCTIVE TESTING (NDT) SHALL BE IN ACCORDANCE WITH AISC 341-16, CHAPTER J. ULTRASONIC (UT) TESTING IS REQUIRED ON 100% OF ALL CJP WELDS. MAGNETIC PARTICLE (MT) TESTING IS REQUIRED ON 25% OF ALL "DEMAND CRITICAL WELDS" (DCW) AND 100% MT TESTING IS REQUIRED AT THE COLUMN "k" AREA AFTER WELDING DOUBLER PLATE. MT TESTING OF THE COLUMN WEB IS REQUIRED WITHIN 3" OF THE DOUBLER PLATE WELD. AT OTHER LOCATIONS TESTING IS REQUIRED BY AISC 341-16, SECTION J6.2. REDUCTION OF NDT REQUIREMENTS MAY BE PER AISC 341-16, SECTIONS J6.2g AND h. 3. ALL CONNECTION PLATES SHALL BE Fy = 50KSI MINIMUM YIELD. 4. WELDING PROCEDURES AND FILLER METALS SHALL BE IN ACCORDANCE WITH AISC 341-16, SECTIONS A3.4 AND I2.3. 5. WELD DENOTED AS "DEMAND CRITICAL WELD" (DCW), SHALL BE MADE WITH FILLER METAL CONFORMING TO THE REQUIREMENTS OF AISC 341-16, SECTION A3.4b. 6. METAL BACKING BARS USED IN CJP GROOVE WELD SHALL BE PERMITTED ONLY WHERE SHOWN AND SHALL BE REMOVED, BACKGOUGED TO SOUND METAL, AND REINFORCED WITH A CONTINUOUS 5/16" FILLET WELD. 7. ALL BOLTS SHALL BE PRE-TENSIONED HIGH-STRENGTH BOLTS CONFORMING TO ASTM A325. TWIST-OFF TYPE TENSION CONTROL ASSEMBLIES OF EQUIVALENT MECHANICAL PROPERTIES MAY BE SUBSTITUTED. FAYING SURFACES FOR PREQUALIFIED BOLTED END PLATE MOMENT CONNECTIONS ARE PERMITTED TO BE COATED WITH COATINGS WITH A SLIP COEFFICIENT LESS THAN THAT OF A CLASS A FAYING SURFACE. 8. NON-FUSIBLE BACKING IS PERMITTED AT CONTRACTOR'S OPTION IN ACCORDANCE WITH AISC 358-16 SECTION 3.3.5. 9. WELD (RUN-OFF) TAB REMOVAL AND SURFACE FINISH REQUIREMENTS SHALL COMPLY WITH AISC 358-16 SECTION 3.4. 10. FINGER SHIM PLATES SHALL BE IN ACCORDANCE WITH AISC 358-16 SECTION 6.9.5. 11. WELD OF CAP PLATE TO COLUMN FLANGE NOT CONNECTED TO FRAME BEAM ON ONE SIDED CONNECTIONS IS PERMITTED TO BE A SINGLE SIDED 5/16" FILLET. ORDINARY MOMENT CONNECTION NOTES: ORDINARY MOMENT FRAME (MEP) CONNECTION SCHEDULE BEAM tp Bp Pf W14x26 1/2" 5 1/2" 1 1/2"W8x21 COLUMN STIFFENERS DOUBLER PLATES CONTINUITY PLATES NOT REQD BOLTS (A325) 3/4" 2 3/4" Ø GAGE 1/4 1/4 5/16TYP, NOTE 11 BOLT Ø PER SCHED & NOTE 7 UT+MT PER NOTE 2 5/16 CJP-DCW, BACKGOUGE PER SECTION C END PL tp x Bp FINGER SHIM PL1/8 PER NOTE 10 BEAM PER PLAN dB M CAP PL3/8, NO CAP PL WHERE COL CONTINUES CL SECTION A MANUAL, TYP "k" REGION PER AISC tp HIGH STRENGTH BOLTS PER NOTE 7, TYP PE R S C H E D BO L T G A G E tw b 0.75twb 0.75twb WEB TO END PL, WELD PRIOR TO FLANGES FINGER SHIM PL1/8 PER NOTE 10 SECTION A .1" T/STL PER PLAN Bp Bb f Pf Pf NOT REQD Pf CL ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 4 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t MOMENT FRAME ELEVATION S3.1 SCALE: 3/8" = 1'-0"5 MOMENT FRAME ELEVATION SCALE: 1 1/2" = 1'-0"9 ORDINARY MOMENT FRAME - SIX BOLT MOMENT END PLATE EXTENED DOWNWARDS (MEP) CONNECTION BAR SIZE MISCELLANEOUS BARS TOP BARS (see note #5) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 4000psi #3 15 19 19 25 8 #4 19 25 25 33 10 #5 24 31 31 41 12 #6 29 37 37 49 15 #7 42 54 54 71 17 #8 48 62 62 81 19 #9 54 70 70 91 22 #10 61 79 79 102 25 01403B GRADE 60 REINFORCING NOTES: 1. ALL TABULATED VALUES ARE IN INCHES. 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR". 6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR. 7. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR SPLICE LENGTH OF THE LOWER GRADE BAR. 8. FOR INTERMEDIATE CONCRETE STRENGTHS, USE TABLE FOR CLOSEST LOWER VALUE OF f'c BAR SIZE MISCELLANEOUS BARS TOP BARS (see note #3) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 3000psi #3 17 22 28 9 #4 22 29 38 11 #5 28 36 47 14 #6 33 43 56 17 #7 48 63 81 20 #8 55 72 93 22 #9 62 81 105 25 #10 70 91 118 28 01403B GRADE 60 REINFORCING 22 29 36 43 63 72 81 91 NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS DOWEL CORNER REINF TO MATCH HORIZ REINF CROSS WALL DOWEL W/ STD HOOK TO MATCH CROSS WALL HORIZ REINF 3/4" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL ALT EA SIDE SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R CJ WHERE OCCURS EDGE OF FTG CORNER BAR TO MATCH LONG. REINF. REQ'D IN EXT HALF OF FTG DOWEL W/ STD HOOK TO MATCH CROSS FTG LONGIT REINF, REQ'D ALL BARS CROSS FTG AT CORNERS AT INTERSECTIONS NOTE: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R EXTEND LONG BARS TO EXTEIROR OF PERP FTG, NO CORNER BARS REQ'D AT INT HALF CL FTG 3'-0" LAP PER SCHED, TYP 1 1/2"x3 1/2"x1'-6" KEY, CTRD IN WALL CONC WALL & REINF PER PLAN 1 1/2"x3 1/2" KEY AT FTG MID-DEPTH T/WALL PER PLAN T/FTG PER PLAN CONC FTG & REINF PER PLAN CL R 3" PL A N PE R REINF PER PLAN VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT SUBGRADE PREPARATION PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT SUBGRADE PREPARATION PER GEOTECH REPORT VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORTNOTES: 5/8"ø x 24" SMOOTH BAR @ 24"OC, GREASE ONE SIDE IN DOWEL INSERT REINF PER PLAN 1. CONSTRUCTION JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK CONTROL JOINT WITHIN THE SAME POUR. 2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. 4. CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM, WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 5. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL. PER PLANt PER PLANt t/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (1 1/2" MIN) T/SLAB PER PLAN T/SLAB PER PLAN PIPE OR CONDUIT SOG PER PLAN CL R 2" MIN 4" NOTE: ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R 3" 1 1 T/SLAB PER PLAN ADDL #4 @ 12"OC OVER DUCT SOG & REINF PER PLAN DUCT & ENCASEMENT REQUIREMENTS PER MEP T/SLAB PER PLAN 8" CL R 3" TYP 1'-0" TYP 1'-0" PIPE SLEEVE AS REQD, TYP CONC STEMWALL PER PLAN PIPE, TYP CONC FTG PER PLAN PLACE CONC FILL BEFORE FTG POUR (SAME WIDTH AS FTG) SLOPE CUT AS REQD PER GEOTECH REPORT EXCAVATION NOT ALLOWED BELOW THIS LINE NOTES: 1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER AND SPACED CLOSER THAN 3" APART. 2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R M I N 3 1 / 2 " ELEVATION SECTION BE Y O N D P E R P L A N FT G D E P T H PER PLAN 3' - 0 " M A X MI N 6" CL R 4" 1'-6" MIN EQ EQ CL PIPE PE R P L A N FT G D E P T H TH R U T H I S P O R T I O N DO N O T P A S S P I P E S OF F T G 1'-6" MIN1" CLRTYP1" CLRTYP1 1 T/FTG PER PLAN T/FTG PER PLAN FIN GRADE PER ARCH/ CIVIL SE C T I O N 2 1/2" MIN 4d OR 90° NOTE: TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. D D 45° 45° D D 180° D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS STIRRUP STIRRUP OR TIE D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #8 12 d D D 180° 3" M I N 6d O R D D 135°3" MIN6d ORD D 90° 12d D D 90° 135°3" MIN6d ORD D 90° 180° 3" MIN 6d OR 3" M I N 6d O R BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER 3" M I N 6d O R d d d d d NO T E [ 1 ] PR O J E C T I O N UN O P E R P L A N MI N E M B E D 7 1 / 2 " 12 x D I A 1/ 4 " MI N PE R M F R [4 ] NO T E TACK TYPICAL ANCHOR BOLT SCHEDULE INSTALLATION TYPE CAST-IN-PLACE (PRE-AUTHORIZED) [2]DRILL-IN OPTIONS (SUBMITTAL REQUIRED) [3] BOLT TYPE STANDARD J-BOLT HEADED ANCHOR THREADED ROD ANCHOR SIMPSON "SSTB" ANCHOR BOLT ADHESIVE ANCHOR EXPANSION ANCHOR EM B E D M E N T RE Q U I R E M E N T S LIMITS 5/8"Ø MAX 5/8"Ø THRU 2 1/2"Ø FOR WOOD FRAME ONLY 5/8"Ø THRU 1"Ø NOT ALLOWED AT P-T SLAB NOTES: [1] CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION SUITABLE FOR THE THICKNESS OF MATERIAL BEING FASTENED PLUS GROUT ALLOWANCE, IF ANY, AND CONSTRUCTION TOLERANCES, UNO. [2] CONTRACTOR MAY SELECT APPROPRIATE CAST-IN-PLACE ANCHOR BOLT OPTION WITHOUT SUBMITTAL. [3] DRILL-IN OPTIONS ARE NOT APPROPRIATE AT ALL CONDITIONS. IF DRILL-IN METHOD IS PREFERRED, SUBMIT MANUFACTURER'S INFORMATION, ALLOWABLE LOAD VS EMBEDMENT DATA AND LOCATIONS OF WHERE SUBSTITUTIONS ARE REQUESTED. ENGINEER WILL DETERMINE IF SUBSTITUTION IS APPROPRIATE FOR LOCATION AND LOADING. [4] EMBEDMENT OF DRILL-IN ANCHORS SHALL BE PER ENGINEERS'S SUBMITTAL REVIEW COMMENTS. EMBEDMENT SHALL BE (9) NINE TIMES THE NOMINAL ANCHOR DIAMETER, UNO. [5] AT PRESSURE TREATED SILLS, PROVIDE HOT-DIPPED GALVANIZED OR STAINLESS STEEL ANCHORS. 01901 DIA = ANCHOR BOLT DIAMETER (NOMINAL) STUD WALL PER PLAN PT SILL PLATE CONC SLAB PER PLAN NOTES: 1. USE 5/8"Ø ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB. 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"Ø DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. ANCHOR BOLT, TYP T/SLAB PER PLAN 1'-0" (MAX) 4 1/2" (MIN)6'-0" MAX ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 6 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION DETAILS S4.1 SCALE: 3/4" = 1'-0"1 LAP SPLICE AND DEVELOPMENT LENGTH (01403B)SCALE: 3/4" = 1'-0"2 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS (03402)SCALE: 3/4" = 1'-0"4 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS (03132m) SCALE: 3/4" = 1'-0"5 TYPICAL CONCRETE WALL AND FOOTING CONSTRUCTION JOINT (03142)SCALE: 3/4" = 1'-0"6 TYPICAL SLAB ON GRADE JOINT DETAILS WITH REINFORCING (03201)SCALE: 3/4" = 1'-0"7 PIPE OR CONDUIT EMBEDDED IN SLAB ON GRADE (03204)SCALE: 3/4" = 1'-0"8 DUCT UNDER SLAB ON GRADE (03204A) SCALE: 3/4" = 1'-0"9 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING (03190)SCALE: 3/4" = 1'-0"11 STANDARD HOOKS AND BENDS (03400)SCALE: 1" = 1'-0"12 TYPICAL ANCHOR BOLT SCHEDULE (01901) SCALE: 1" = 1'-0"3 TYPICAL SILL PLATE ANCHORAGE TO CONCRETE (06910) PLAN SOG & REINF PER PLAN CONC SLAB OR FIN GRADE PER ARCH REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) PL A N PE R CL R 3" PLAN PER PER PLAN MI N 8" PE R G E N N O T E S MI N F R O S T D E P T H 1'-0" #4 x 24" @ 18"OC T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE 1. CONTRACTOR OPTION TO POST INSTALL TURNDOWN DOWLS, CONTACT DCI FOR MORE INFO NOTE: STUD WALL & SHTHG PER PLAN PT PLATE W/ AB'S PER PLAN SOG & REINF PER PLAN SHEAR WALL SHTHG WHERE APPLIES REINF PER PLAN PE R P L A N NOTES: 1. HORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. 2. CONTRACTOR OPTION TO PROVIDE 5/8"Øx8" TITEN HD POST INSTALLED SCREW ANCHORS IN LIEU OF EMBED ANCHORS PER PLAN CL R 3" T/SLAB PER PLAN SHEAR WALL SHTHG WHERE APPLIES STUD WALL & SHTHG PER PLAN PT PLATE W/ AB'S PER PLAN REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) CL R 3" PLAN PER PER PLAN PE R G E N N O T E S MI N F R O S T D E P T H SOG & REINF PER PLAN MI N 8" PL A N PE R T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE T/FTG PER PLAN T/WALL PER PLAN FIN GRADE BY OTHERS LAP PER SCHED T/SLAB PER PLAN MAX SLOPE PER GEOTECHNICAL REPORT COMPACTED FILL PER GEOTECHNICAL REPORT CONC FTG & REINF PER PLAN CONC FTG & REINF PER PLAN EPOXY DOWEL TO MATCH SLAB AND FTG REINF, EMBED 6" THKND CONC SLAB & REINF PER PLAN NATIVE SOIL PER PLAN SC H E D LA P P E R PE R P L A N CL R 3" SOG & REINF PER PLAN STUD WALL & SHTHG PER PLAN MI N 8" CL WALL STUD WALL PER PLAN COL PER PLAN 5/8" BASEPLATE TYPICAL PLANS AT TOP OF WALL CL COL NAILER AT SHEAR WALLS WHERE OCCURS PER PLAN & WOOD DETAILS (4) 3/4"Ø THRD RODS W/ HEX NUTS & WASHERS UNO 8" M I N ELEVATION CONC WALL PER PLAN SECTION CL COL = CL STUD WALL UNO SHTHG WHERE OCCURS 1" GROUT OPTIONAL WALL REINF PER PLAN, TYP ADDL #4 x 48" OPPOSITE TYP REINF, PROVIDE CORNER BAR AT CORNER CONDITION 1/4 (4) SIDES 1/4(4) SIDES TACK WELD NUT TO AB CL R 1 1 / 2 " CL WALL CL C O L = CL S T U D W A L L , TY P U N O CL C O L = CL W A L L , T Y P TYP 1 1/2" TYP 4" TYP 1 1/2" T/WALL PER PLAN TYP 4"TYP 1 1/2" TY P 1 1 / 2 " +1/2" TYP HSS WIDTH SE C T I O N PLAN NOTE: CONTRACTOR TO CONTACT DCI IF REPLACEMENT OF CAST IN ANCHORS WITH EPOXY ANCHORS IS PREFERED. PE R P L A N PER PLAN COL PER PLAN INFILL CONC PER PLAN RIGHT SOG & REINF PER PLAN REINF PER PLAN CL COL & FTG BP & AB'S PER 1"± NON-SHRINK GROUT TY P 3" C L R T/SLAB PER PLAN T/FTG PER PLAN INFILL CONC TO BE CAST AFTER COL BP HAS BEEN GROUTED COL PER PLANTYP2" CLRTYP6"BP & AB'S PER SECTION #4 TRIM BAR, CTRD, TYP CONTROL JOINT OR CONST JOINT PLAN 10/S4.2 T/PIER PER PLAN CONC PLINTH & REINF PER PLAN POST PER PLAN, TYP 1/4 1/4TYP TYP 3" CLR PER PLAN REINF PER PLAN CL R 3" 1S T H O O P 2" T O PE R P L A N EMBED PL PER SECTION 3/4" CHAMFER, TYP PROVIDE (3) HOOPS @ T/PIER NOTE: CONTRACTOR OPTION TO FIELD WELD KNIFE PLATES HOOP PER PLAN VERT REINF PER PLAN 3/4" CHAMFER, TYP PLAN PER PLAN PE R P L A N TY P 2" C L R SE C T I O N CL PIER EQ EQ TYP 1 1/2" SECTION CONC PIER PER PLAN REINF NOT SHOWN FOR CLARITY 1 1 /2 " T Y P 2 " T Y P 4 " C L POST PER PLAN KNIFE PL 1/4x3x AS REQD W/ (4) 3/4"Ø THRU BOLTS, TYP T/PIER PER PLAN EMBED PL5/8x1'-2" SQ W/(4) 5/8"ØWHS x 8" ELEVATION T/FTG PER PLAN 2 3/4" BM WIDTH 2 3/4" CL PIER 3" 3 " KNIFE PL PER SECTION FIN GRADE PE R G E N N O T E S MI N F R O S T D E P T H EMBED PL ABV 2 " CL COL CL C O L CL COL 1"Ø GROUT HOLE (OPTIONAL) COL PER PLAN COL PER PLAN (4) 3/4"Ø THRD RODS W/ HEX NUTS & WASHERS UNO 1"± NON-SHRINK GROUT, MIN CONC WALL WHERE OCCURS PER PLAN AB LOCATION WHERE ADJACENT WALL OCCURS CONC FTG PER PLAN 8" M I N TY P 3" C L R PLAN - INTERIOR COLUMN TYPICAL AT FOUNDATION 1/4 TACK WELD NUT TO AB TY P 1 1 / 2 " TYP 1 1/2" 5/8" BASEPLATE TYP 1 1/2" TY P 1 1 / 2 " T/FTG PER PLAN PLAN COL PER PLAN (4) 5/8"Ø AB'S W/ WASHERS & HEX NUTS, TYP UNO 1"± NON-SHRINK GROUT, MIN CONC WALL PER PLAN 8" M I N CL COL TYPICAL AT FOUNDATION TACK WELD NUT TO AB T/WALL PER PLAN PLAN NOTES : 1. DO NOT WELD IN "K" REGION OF COLUMN. 2. "T" EQUALS DIMENSION BETWEEN "K" REGIONS PER AISC. PLAN CL COL CL C O L 1"Ø GROUT HOLE (OPTIONAL) TY P 1 1 / 2 " TY P 1/ 2 " M I N TYP 1/2" MIN COL "T" - 2" 1/4 "T" 1/4 "T""T" PER AISC 5/8" BASEPLATE 1/4 EA SIDE OF FLANGE TYP 4" 3 " PROVIDE (2) #4 HORIZ U-BARS AT END OF CONC WALL, TIE TO ANCHORS 4" 30" ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 8 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION DETAILS S4.2 SCALE: 3/4" = 1'-0"2 CONCRETE SLAB AND STEMWALL AT GARAGE DOORS (03033)SCALE: 3/4" = 1'-0"3 INTERIOR THICKENED SLAB FOOTING AT STUD WALL (03020)SCALE: 3/4" = 1'-0"4 EXTERIOR FOOTING AND STEMWALL AT STUD WALL (03031)SCALE: 3/4" = 1'-0"1 STEPPED FOOTING AT INTERSECTING CONCRETE WALLS (03141A) SCALE: 1" = 1'-0"8 TYPICAL 4-BOLT BASEPLATE TO CONCRETE WALL CONNECTION - HSS COLUMN (05032) SCALE: 3/4" = 1'-0"11 INTERIOR SPREAD FOOTING AT STEEL COLUMN (03005)SCALE: 3/4" = 1'-0"9 EXTERIOR SPREAD FOOTING AT WOOD POST AT PORTE COCHERE (03014B M)SCALE: 1" = 1'-0"10 TYPICAL BASEPLATE - HSS COLUMN (05030M) SCALE: 1" = 1'-0"7 TYPICAL BASEPLATE - WIDE FLANGE COLUMN (05001M) 4'-0" MIN SPLICE LAP DBL TOP PLATE (2) ROWS 0.148"Øx3 1/4" NAILS ((22) TOTAL) STAGG (WITHIN AREA OF SPLICE) @ 6"OC PLATE SPLICE TO OCCUR OVER STUDS, TYP STUD WALL PER PLAN NOTE: FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. STUD WALL PER PLAN WHERE OCCURS BOT PLATE WHERE OCCURS FULL DEPTH VERT BLKG TO MATCH STUDS ABOVE CONT THRU TO FDN WHERE OCCURS BLKG PER PLAN DBL TOP PLATE, SPLICE PER FRMG PER PLAN STUD WALL PER PLAN (3) 0.131"Øx3 1/4" NAILS TYP EA END KING STUDS PER PLAN (1) MIN ADDL STUD(S) TO MATCH STUDS ABOVE STUD WALL PER PLAN TRIMMER & KING STUDS CONT TO BOT PLATE BUNDLED TRIMMER STUDS PER PLAN (1) MIN, TYP BOT PLATE HDR PER PLAN SILL AT WINDOWS T/SHTHG PER PLAN 1/S5.1 BEAM PERPENDICULAR TO WALL BEAM PARALLEL TO WALL LSTA24 STRAPDBL TOP PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 4"OC BEAM PER PLAN BUILT-UP 2x POST PER PLAN BUILT-UP 2x POST W/ PLYWOOD INFILL TO MATCH BEAM WIDTH 0.148"Øx3 1/4" NAILS @ 12"OC, STAGG BEAM PER PLAN 2x KING STUD EA SIDE OF COL/BEAM 0.148"Øx3 1/4" NAILS @ 4"OC, STAGG EA SIDE OF BEAM TOP PLATE CONFIGURATION MAY VARY (IF NOT CONT PROVIDE LSTA24 STRAP ACROSS BEAM) STUD WALL PER PLAN STUD WALL PER PLAN DBL TOP PLATE NOTE: TYPICAL HOLES AND NOTCHES IN WOOD STUDS PER d DBL TOP PL STUD WALL PER PLAN 8 " M I N N O J O I S T B R G B T W N S T U D S C L S T U D C L S T U D CTS218 STRAP, TYP d/3 M AX 12/S5.1 (2) 2x4 LAMINATIONS W/ (1) ROW OF 0.148"Øx3 1/2" NAILS, STAGGERED 6" 6 " 6 " 2 1 / 2 " 1" 1" 8" 8 " 8 " 3 1 / 2 " 1 1/2" 1 1/2" 8" 8 " 8 " 3 1 / 2 " 1 1/2" 1 1/2" (3) 2x4 LAMINATIONS W/ (1) ROW OF 0.148"Øx3 1/2" NAILS, EA LAYER, STAGGERED BTWN LAYERS EA SIDE (3) 2x6 LAMINATIONS W/ (2) ROWS OF 0.148"Øx3 1/2" NAILS, EA LAYER, STAGGERED BTWN LAYERS EA SIDE EACH ADDITIONAL LAMINATION OVER (3) LAMINATIONS SHALL BE NAILED TO THE ASSEMBLY W/ 0.148"Øx3 1/4" NAILS, STAGGERED EACH SIDE OF BUNDLED STUDS. NOTE: SHTHG PER PLAN EDGE NAILING AT ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER FIELD NAILING AT INTERMEDIATE SUPPORTS 2x BLKG AT PANEL EDGES WHERE/IF INDICATED ON PLAN 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MINIMUM SHEATHING SHEET SIZE SHALL BE 24"x48". 3. NAILS SHALL NOT BE OVERDRIVEN. 4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL. 5. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. NOTES:FLR OR ROOF FRAMING MEMBERS SAWCUT CIRCULAR NOTCH VEE NOTCH LET-IN NOTCH BORED HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLEMAX D E P T H S T U D W I D T H E Q E Q W I D T HSTUD D I S T , T Y P M I N 5 /8 " E D G E O F B O R E D H O L E S M A X D I A M E T E R BORED HOLES ARE TO BE SPACED AT LEAST A STUD WIDTH FROM A CUT OR NOTCH BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 7/8" 1 3/8" 2 5/8" 4 1/8" BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAINING AFTER BORED HOLE 2x4 2x6 1 3/8" 2 3/16" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (2) SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON-BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 1 3/8" 2 3/16" 2 1/8" 3 3/8" NON-BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAINING AFTER BORED HOLE 2x4 2x6 2 1/16" 3 1/4" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. CUTTING AND NOTCHING WOOD STUDS NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. BORED HOLES IN WOOD STUDS NOTE: BORED HOLE NOT PERMITTED IN MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. M I N D E P T H (2) 2x4 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER (2) 2x HDR OR BEAM SIZE PER PLAN AT 2x4 WALLS (2) 2x6 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER (2) 2x HDR OR BEAM SIZE PER PLAN AT 2x6 WALLS AT (2) 2x HEADER OR BEAM AT (3) 2x HEADER OR BEAM (2) 2x6 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (3) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER, TYP (3) 2x HDR OR BEAM SIZE PER PLAN T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 9 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FLOOR FRAMING DETAILS S5.1 SCALE: 1" = 1'-0"1 TYPICAL PLATE SPLICE DETAIL (06904) SCALE: 1" = 1'-0"2 TYPICAL HEADER (06211)SCALE: 3/4" = 1'-0"3 TYPICAL BEAM TO STUD WALL (06208) SCALE: 1" = 1'-0"5 TYPICAL NOTCHES AT TOP PLATES (06908A)SCALE: 1" = 1'-0"6 TYPICAL NAILING FOR BUNDLED STUDS (06914) SCALE: 1" = 1'-0"9 PLAN - TYPICAL FLOOR AND ROOF SHEATHING ATTACHMENT (06230) SCALE: 1" = 1'-0"12 TYPICAL HOLES & NOTCHES IN WOOD STUDS (06908)SCALE: 1" = 1'-0"11 TYPICAL BUILT-UP 2x HEADER OR BEAM (06212) WALL END TRIMMER FOR HD BOLT HEADS AT WALL END FLR OR ROOF FRMG PER PLANS & DETAILS HD ANCHOR TYPE PER PLAN STUDS PER PLAN (2) MIN BLKG AT HORIZ PANEL EDGE STUD WALL & SHTHG PER PLAN EDGE NAILING PER PLAN, TYP PT SILL PLATE W/ AB'S PER PLAN AND HD ANCHOR PER PLAN THKND SLAB WALL FTG AT INT WALLS BEYOND, DEEPEN INT FTG AS REQD TO ACCOMMODATE HD ANCHOR EMBED PLATE NAILING PER PLAN JOISTS, RIM JOIST OR BLKG PER DETAILS STRAP TYPE HD PER PLAN DBL TOP PLATE STUDS PER PLAN (2) MIN AT HOLDDOWN FIELD NAILING PER PLAN CONC SLAB BEYOND PER PLAN CONC STEMWALL & FTG PER PLAN T/SHTHG PER PLAN T/SLAB PER PLAN 9 S5.10 3/S4.1 FULL DEPTH BLKG BTWN STUDS FOR (2) STUD BAYS, TYP. PROVIDE DBL 2x BLKG AT ALL CMST STRAPS PROVIDE CS14 STRAP AT EA CORNER UNO, ATTACH OVER SHTHG PER PANEL EDGE NAILING PER SHEAR WALL SCHED, FULL WIDTH - TYP FULL HEIGHT STUD PER PLAN PANEL EDGE NAILING PER SHEAR WALL SCHED, FULL HEIGHT - TYP ADDITIONAL INFORMATION PER AND NOTE: TYP EQ TYP EQ 8/S5.10 2/S5.1 3/S5.10 EDGE NAILING PER PLAN EDGE NAILING PER PLAN STUD WALL & SHTHG PER PLAN STAGG 0.148"Øx3 1/2" NAILS PER SHEAR WALL SCHED (PLATE ATTACHMENT) BUNDLED STUDS, NAILER, OR POST PER PLAN HD PER PLANSTUD WALL CONT PER PLAN HORIZONTAL STRAP FASTENER SCHEDULE [4] STRAP NAILED TO TOP OF JOISTS/BEAMS (DF, PSL [3], LSL [3], LVL [3]) STRAP CMST14 CS14 CS16 FASTENERS [1] STRAP ENDS [2] BALANCE CAPACITY (66) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 1 3/4"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 7"OC 6.5k (30) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 2 1/16"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 8 1/4"OC 2.5k (22) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 4 1/8"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 8 1/4"OC 1.7k NOTES: [1] ROWS SHALL BE 1/2" MINIMUM APART, STAGGERED NAILS. [2] PLACE HALF OF THE REQUIRED NAILS AT EACH END OF STRAP. [3] WEYERHAEUSER PRODUCTS. CONTACT ENGINEER-OF-RECORD IF A DIFFERENT MANUFACTURE IS USED. [4] SCHEDULE NOT FOR USE WITH RESIDENTIAL I-JOISTS. ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP NAILING TO MATCH PLATE NAILING (2) 2x STUDS PLAN - ADJOINING PANEL EDGESPLANS - ANCHOR BOLT PLATE WASHER PLACEMENT SINGLE SIDED SHEAR WALL 1/2" MAX EDGE DISTANCE TO ANCHOR BOLT PL WASHER PER NOTE [10] SILL PLATE PER PLAN SHTHG PER PLAN ANCHOR BOLT & PL WASHER DOUBLE SIDED SHEAR WALL 1/2" MAX EDGE DISTANCE TO ANCHOR BOLT PL WASHER PER NOTE [10], TYP EA SHTHG FACE SILL PLATE PER PLAN STUDS PER PLAN SHTHG EF PER PLAN ANCHOR BOLT & PL WASHER STUDS PER PLAN 01432 WALL TYPE SHEAR WALL SCHEDULE SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. FOR 0.131"Øx 2 1/2" NAILS IN DOUG-FIR/SOUTHERN PINE [17] WIND CONTROLLED DESIGN WALL SHEATHING APA-RATED [1, 2, 12, 13] BLOCKING & STUD SIZE AT ADJOINING PANEL EDGES [3, 6, 14] NAIL SIZE & SPACING AT ALL PANEL EDGES [4, 5] RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [7, 8] 2x PLATE ATTACHMENT NAILING TO WOOD RIM JOIST OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW [10] SILL PLATE AT FOUNDATION [11] SILL PLATE ATTACHMENT SHEAR CAPACITY LBS/FT 15/32" 0.131"Øx2 1/2" @ 6"OC 2x CLIP @ 16"OC 0.148"Øx3 1/4" @ 6"OC 5/8"Ø @ 48"OC 2x 350 15/32" 0.131"Øx2 1/2" @ 4"OC 0.148"Øx3 1/4" @ 4"OC 2x 5335/8"Ø @ 32"OC NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUD. [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS). [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"Øx2 1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"Øx2 1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131"Øx1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 1/2" NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2" APART MINIMUM. [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0.229"x4 1/2"x4 1/2" MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. [12] 7/16" APA-RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16"OC MAXIMUM. [13] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. [14] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. [15] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [16] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1/2" TOENAILS. [17] WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. WHERE "G" INDICATES GYPSUM WALL BOARD AND "X" INDICATES EDGE FASTENER SPACING. [18] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. W6 W6 W4 WX 3x CLIP @ 16"OC EACH SIDE 5/8" GYP WALL BOARD 2x CLIP @ 16"OC 0.148"Øx3 1/4" @ 6"OC 5/8"Ø @ 48"OC 2x 1456d COOLER (0.092"x1 7/8" LONG, 1/4" HEAD) @ 7"OCG7 GX EM B E D 10 " ST E M W A L L SECTION NOTES: 1. WHERE ACTUAL STEMWALL IS LESS THAN 18" TALL, PROVIDE ANCHOR EMBEDMENT INTO FOOTING (HAIRPINS NOT REQUIRED). 2. MINIMUM FOOTING SIZE FOR ANCHORS EMBEDDED INTO FOOTING IS 2x EMBED SQUARE WITH DEPTH AS INDICATED. 3. BASED ON MINIMUM f'c = 3,000 PSI CONCRETE. 4. Ca-min IS DEFINED FROM CENTERLINE OF ANCHOR BOLT TO THE EDGE OF CONCRETE STEMWALL AND APPLIES TO BOTH SIDES OF THE WALL. [5. ALTERNATIVELY, WHERE EDGE DISTANCE AT THE EXTERIOR IS LIMITING, PROVIDE HOLD-DOWN ANCHOR BOLT FOOTING EMBEDMENT AND MINIMUM FOOTING SIZE PER [06093B]]. 6. STEMWALL EMBEDMENT FOR 2x6 STUD WALLS MINIMUM. AT 2x4 STUD WALLS EMBEDMENT MUST EXTEND INTO THE FOOTING. SHTHG PER SHEAR WALL SCHED BUNDLED STUDS OR POST PER PLAN W/ EDGE NAILING PER SHEAR WALL SCHED HD PER PLAN & SCHED PT BOT PLATE ANCH REINF "AR" HAIRPIN PER SCHED W/ STD HOOKS (AT STEMWALL EMBED ONLY) AB'S PER SCHED THRD ROD PER HD SCHED CONC STEMWALL PER PLAN (REINF NOT SHOWN FOR CLARITY) CONC FTG PER PLAN WALL END WHERE OCCURS MI N 8x " D a " T/FTG PER PLAN T/FTG PER PLAN T/STEMWALL PER PLAN T/STEMWALL PER PLAN EM B E D 10 " ST E M W A L L 16 " PLATE WASHER PER HD SCHED HOOK ORIENTATION AT WALL END EDGE OF STEMWALL/FTG WHERE OCCURS PER PLAN CLR 2 1/2" 8" MIN MULTIPLE "AR" WHERE OCCURS INTERIOR FRAMING PER PLAN Ca-min PER SCHED CL R 1" CL R 1" [PER NOTE #5] FTG EMBED MIN AT AB IN FTG [PER NOTE #5] FTG EMBED MIN AT AB IN FTG HOLD-DOWN IN STEMWALL SCHEDULE TYPE HDU2 (1) #3 HDU4 8" "AR" Ca-min FTG EMBED (WHERE REQ'D) (1) #3 3 1/4" 3 1/4" 8" ELEVATION - AT HDU HOLD-DOWNS HOLD-DOWN SCHEDULE - DOUG-FIR/SOUTHERN PINE STUDS [1, 2, 4]INDICATES FOOTNOTES TYPE MINIMUM NUMBER OF STUDS/ POST SIZE [3, 6] NAILS, SCREWS OR BOLTS GR 36 ROD DIAMETER "Da" [5] ANCHOR PLATE WASHER AT CONC EMBED NOTES WO O D TO CO N C R E T E 01420 _ _ _ _HDU2 (2) 2x (6) SDS1/4x2 1/2 5/8"Ø 3/8"x1 1/2"SQ HDU4 (2) 2x (10) SDS1/4x2 1/2 5/8"Ø NOTES: [1] SOME HOLD-DOWN TYPES MAY NOT BE USED ON THIS PROJECT. [2] TYPICAL HOLD-DOWN DETAILS PER 3/S5.11 AND 5/S5.11. [3] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD-DOWN STUDS/POSTS. [4] INCLUDES 1.6 LOAD DURATION INCREASE FOR HOLD-DOWNS. [5] AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED BOLTS. [6] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER SHEAR WALL SCHEDULE. [7] LARGER DIMENSION OF POST TO BE PARALLEL TO LONG AXIS OF THE HOLD-DOWN WOOD SCREW. 3/8"x1 1/2"SQ HOLD-DOWN ALLOWABLE CAPACITY 3.1k _ _ _ _4.6k ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t SHEAR WALL DETAILS S5.10 SCALE: 1" = 1'-0"3 TYPICAL SHEAR WALL ELEVATION (06090)SCALE: 1/2" = 1'-0"4 STRAPPED OPENING IN SHEAR WALL (06921) SCALE: 1" = 1'-0"7 PLAN - INTERSECTING SHEAR WALLS (06110)SCALE: 1" = 1'-0"8 HORIZONTAL STRAP FASTENER SCHEDULE (01801)SCALE: 1" = 1'-0"5 SHEAR WALL SCHEDULE - DOUG-FIR/SOUTHERN PINE (01430B) SCALE: 1" = 1'-0"9 TYPICAL HOLD-DOWN AT FOUNDATION - CONCRETE STEMWALL (06091)SCALE: 1" = 1'-0"10 HOLD-DOWN SCHEDULE - DOUG-FIR/SOUTHERN PINE STUDS (01420) (4) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 3" 3" BLKG ATTACHMENT PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN PER ARCH FASCIA PER ARCH PREFAB ROOF TRUSSES PER PLAN NOTCHED COMPOSITE BLKG OR FULL HEIGHT 2x BLKG DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN H2.5 CLIP AT EA TRUSS, PROVIDE H6 CLIP AT GIRDER TRUSS PROVIDE TC26 CLIP @ SCISSOR TRUSS OVERHANG PER ARCH OPTION B - NOTCHED PLYWOOD BLOCKING OPTION A - NOTCHED PLYWOOD BLOCKING (6) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 2" 6" OR CONN PER SHEAR WALL SCHED PE R A R C H HE E L H E I G H T DIAPHRAGM EDGE NAILING PER PLAN 2x BLKG OUTRIGGER PER PLAN STUD WALL & SHTHG PER PLAN(2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS & (2) 0.148"Ø NAILS EA END CEILING PER ARCH A35 CLIP @ 24"OC A35 CLIP AT EA OUTRIGGER LTP4 CLIP AT EA BLOCK SHEATHED DROPPED TOP CHORD GABLE TRUSS PREFAB TRUSSES PER PLAN (2'-0" MAX) OVERHANG PER ARCH 0.148"Øx3" TOENAIL EA SIDE OF OUTRIGGER CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN STUD WALL & SHTHG PER PLAN PER ARCH (2) 0.131"Øx3 1/4" NAILS EA SIDE OF SHEAR PANEL TO T&B CHORD OF TRUSS DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN PLATE ATTACHMENT PER SHEAR WALL SCHED 2x BLKG PARALLEL TO ROOF SLOPE H1 ANCHOR AT EA TRUSS PREFAB SHEAR PANEL PER TRUSS MFR BTWN TRUSSES W/ SHEAR WALL EDGE NAILING TOP, BOT & SIDES PER PLAN (PROVIDE MAX 12"SQ VENT AS REQD PER ARCH, LOCATE OPNGS TO AVOID NAILING) OPTION - 1 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN DTC CLIP @ 48"OC (NAIL MID-HEIGHT OF SLOT) NONBEARING WALL PER ARCHPER NOTE 3 GA P 1/ 2 " PER ARCH OPTION - 2 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN SDPW DEFLECTOR SCREW PER NOTE 1 NONBEARING WALL PER ARCHPER NOTE 3 GA P 3/ 4 " PER ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH NOTES: 1. CONTRACTOR TO REFERENCE SDPW DEFLECTOR SCREW SPECIFICATIONS IN REGARDS TO PRODUCT TYPE AT 1x AND 2x TOP PLATES OR (2) 2x TOP PLATES. FOR 1x AND 2x TOP PLATES A MAXIMUM SPACING EQUALS 42"OC AND FOR (2) 2x TOP PLATES A MAXIMUM SPACING EQUALS 48"OC. SDPW DEFLECTOR SCREWS MUST BE PLACED AT MINIMUM 6" FROM EACH END OF WALL. INSTALL WITH 3/4" OFFSET BELOW BOTTOM OF PLATE AND HEAD OF SDPW DEFLECTOR SCREW. 2. DCI ENGINEERS IS ONLY RESPONSIBLE FOR THE POSITIVE CONNECTION (DTC CLIP AND SDPW DEFLECTOR SCREW) FROM THE NONBEARING WALL TO THE PRIMARY STRUCTURE. THE CONTRACTOR IS TO CONFIRM THE ATTACHMENT OF THE CEILING SHEATHING TO THE NONBEARING WALL WITH THE SUB-CONTRACTOR PERFORMING THE FRAMING, THE ARCHITECT, THE MATERIAL SUPPLIER, AND THE ACOUSTICAL CONSULTANT AS THERE ARE VARIOUS CONSIDERATIONS INCLUDING MATERIAL ATTACHMENT SPECIFICATIONS, PREFERENTIAL FRAMING TECHNIQUES BY THE SUB-CONTRACTOR, FIRE RATING AND ACOUSTICAL CAULKING REQUIREMENTS, AND NONBEARING WALL FINISH INTERFACE REQUIREMENTS. ALL OF WHICH ARE OUTSIDE OF DCI ENGINEERS EXPERTISE. 3. 16" MINIMUM, 24" MAXIMUM. CONFIRM SPACING OF CONNECTION WITH MATERIAL SUPPLIER, MATERIAL SUPPLIER TO ACCOUNT FOR MOVEMENT OF STRUCTURE. 4. 1x TOP PLATE CAN BE REMOVED GIVEN THE GAP IS 1/2" MAXIMUM. OPTION - 1 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN 2x BLKG @ 48"OC W/ (2) 0.131"Øx3 1/4" NAILS EA END DTC CLIP @ 48"OC (NAIL MID-HEIGHT OF SLOT) NONBEARING WALL PER ARCH PER NOTE 3 GA P 1/ 2 " OPTION - 2 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN 2x BLKG @ 48"OC W/ (2) 0.131"Øx3 1/4" NAILS EA END SDPW DEFLECTOR SCREW PER NOTE 1 NONBEARING WALL PER ARCH PER NOTE 3 GA P 3/ 4 " T/SHTHG PER PLAN T/SHTHG PER PLAN CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH 1. CONTRACTOR TO REFERENCE SDPW DEFLECTOR SCREW SPECIFICATIONS IN REGARDS TO PRODUCT TYPE AT 1x AND 2x TOP PLATES OR (2) 2x TOP PLATES. FOR 1x AND 2x TOP PLATES A MAXIMUM SPACING EQUALS 42"OC AND FOR (2) 2x TOP PLATES A MAXIMUM SPACING EQUALS 48"OC. SDPW DEFLECTOR SCREWS MUST BE PLACED AT MINIMUM 6" FROM EACH END OF WALL. INSTALL WITH 3/4" OFFSET BELOW BOTTOM OF PLATE AND HEAD OF SDPW DEFLECTOR SCREW. 2. DCI ENGINEERS IS ONLY RESPONSIBLE FOR THE POSITIVE CONNECTION (DTC CLIP AND SDPW DEFLECTOR SCREW) FROM THE NONBEARING WALL TO THE PRIMARY STRUCTURE. THE CONTRACTOR IS TO CONFIRM THE ATTACHMENT OF THE CEILING SHEATHING TO THE NONBEARING WALL WITH THE SUB-CONTRACTOR PERFORMING THE FRAMING, THE ARCHITECT, THE MATERIAL SUPPLIER, AND THE ACOUSTICAL CONSULTANT AS THERE ARE VARIOUS CONSIDERATIONS INCLUDING MATERIAL ATTACHMENT SPECIFICATIONS, PREFERENTIAL FRAMING TECHNIQUES BY THE SUB-CONTRACTOR, FIRE RATING AND ACOUSTICAL CAULKING REQUIREMENTS, AND NONBEARING WALL FINISH INTERFACE REQUIREMENTS. ALL OF WHICH ARE OUTSIDE OF DCI ENGINEERS EXPERTISE. 3. 16" MINIMUM, 24" MAXIMUM. CONFIRM SPACING OF CONNECTION WITH MATERIAL SUPPLIER, MATERIAL SUPPLIER TO ACCOUNT FOR MOVEMENT OF STRUCTURE. 4. 1x TOP PLATE CAN BE REMOVED GIVEN THE GAP IS 1/2" MAXIMUM. NOTES: 'SIMPSON' A35 CLIP, TYP WHERE SHOWN @ STRUCTURAL FASCIA FRAMING BLW, PER PLAN ROOF TRUSS PER PLAN BLOCKING EA BAY AT TYPICAL FRAMING 1 3/4x5-1/2 LVL STRUCTURAL FASCIA UNO ((1) MIN) 1-3/4x5-1/2 LVL STRUCTURAL FASCIA UNO ((1) MIN) NON STRUCTURAL FASCIA PER ARCH BLKG EA BAY GIRDER TRUSS PER PLAN A35 CLIP AT EA OUTLOOKER PREFAB TRUSS PER PLAN 2x4 BLKG @ 32"OC W/ 4) #6 SCREWS & (2) 0.162"Øx3 1/2" NAILS EA END, TYP DIAPHRAGM EDGE NAILING PER PLAN 2x BLKG 0.148"Øx3" TOENAIL @ 4"OC CEILING PER ARCH, TYP MIN 5/8" GYP OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER OUTRIGGER PER PLAN TRUSS W/ SHTHG PER PLAN, TRUSS MFR TO PROVIDE VERT WEB MEMBERS AT 24"OC MAX CLIP PER SW SCHED DIAPHRAGM EDGE NAILING PER PLAN CONT 2x6 LEDGER W/ (2) SDS25312 SCREWS TO EA VERT 2x MEMBER PREFAB TRUSS PER PLAN 1x OVERHANG MIN CONT 2x4 LEDGER W/ (2) 0.148"Øx3-1/4" NAILS @ 24" 0C T/SHTHG PER PLAN T/SHTHG PER PLAN DIAPHRAGM EDGE NAILING PER PLAN CEILING PER ARCH 2x BLKG OUTRIGGER PER PLAN SLOPED TOP PLATE TO MATCH ROOF SLOPE, PROVIDE CS16 STRAP AT ALL ROOF PITCH CHANGES STUD WALL & SHTHG PER PLAN A35 CLIP @ 24"OC, TYP H2.5 AT EA OUTRIGGER PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ (2) 0.148"Øx3 1/4" NAILS AT EA STUD (2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS IN EA BAY & (2) 0.148"Ø NAILS EA END OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN A35 CLIP AT EA OUTRIGGER DIAPHRAGM EDGE NAILING PER PLAN CEILING PER ARCH 2x BLKG OUTRIGGER PER PLAN SLOPED TOP PLATE TO MATCH ROOF SLOPE, PROVIDE CS16 STRAP AT ALL ROOF PITCH CHANGES A35 CLIP @ 24"OC, TYP H2.5 AT EA OUTRIGGER PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ (2) 0.148"Øx3 1/4" NAILS AT EA STUD (2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS IN EA BAY & (2) 0.148"Ø NAILS EA END OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN A35 CLIP AT EA OUTRIGGER CONT 2x6 LEDGER W/ (2) SDS25312 SCREWS TO EA STUD PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ 0.148"Øx3-1/4" NAILS @ 24"OC STUD WALL AND SHTHG PER PLAN ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING DETAILS S5.20 SCALE: 1" = 1'-0"2 EXTERIOR WALL PERPENDICULAR TO ROOF TRUSSES (06065D)SCALE: 1" = 1'-0"1 EXTERIOR WALL PARALLEL TO ROOF TRUSSES @ DROPPED TRUSS (06064A)SCALE: 1" = 1'-0"4 INTERIOR WALL PERPENDICULAR TO SLOPED ROOF TRUSSES (06076) SCALE: 1" = 1'-0"9 NON-STRUCTURAL PARTITION WALL PERPENDICULAR TO ROOF FRAMING (06905C)SCALE: 1" = 1'-0"10 NON-STRUCTURAL PARTITION WALL PARALLEL TO ROOF FRAMING (06905B) SCALE: 3/4" = 1'-0"8 TYPICAL STRUCTURAL FASCIA (PLAN VIEW) SCALE: 1" = 1'-0"11 ROOF STEP PARALLEL TO TRUSSES (06220 M) SCALE: 1" = 1'-0"7 EXTERIOR WALL PARALLEL TO ROOF TRUSSES (06064C) SCALE: 1" = 1'-0"12 BEARING WALL PARALLEL TO ROOF TRUSSES (06064C M) PLAN PLAN CL P O S T ELEVATION STRUCT FASCIA PER PLAN NON-STRUCT FASCIA PER ARCH BM PER PLAN POST PER PLAN W/ (2) 3/4" THRU BOLTS (2) LTP5 CLIPS @ SPLICE LOCATIONS PT 2x STRUCT FASCIA TO MATCH BM DEPTH W/ (3) SDWS22400 SCREWS TO BM POST PER PLAN, TYP BM PER PLAN PLAN NOTE WATERPROFFING REQUIREMENTS PER ARCH 4 " 4 " HSS ROOF PURLIN PER PLAN W/ SDS25312 SCREW AT EA BEAM PER PLAN EDGE NAILING VENTED COMP BLKG OR FULL HT 2x BLKG PREFAB TRUSS PER PLAN H2.5 CLIP AT EA TRUSS, PROVIDE H6 CLIP AT GIRDER TRUSS PROVIDE TC26 CLIP @ SCISSOR TRUSS ROOF SHTHG, SEE PLAN RAFTER PER PLAN T&G PER ARCH PER PLAN STUD WALL & SHTHG PER PLAN (4) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 3" 3" PE R A R C H HE E L H E I G H T RAFTER PER PLAN W/ (2) ROWS SDS25412 SCREWS @ 6"OC STAG FROM DBL RAFTER TO TRUSS 2x VERT COMPRESSION BLOCK W/ (2) 0.131"Øx3" NAILS TO RAFTER (TRIM FOR FIRM BRG) BEAM W/ HGR BYND PER PLAN D/3 MAX (2'-0" MAX) OVERHANG PER ARCH POST PER PLAN W/ (2) 3/4" THRU BOLTS BM PER PLAN FINISHES PER ARCH RAFTER PER PLAN SHTHG PER PLAN A34 CLIP W/ SD SCREWS @ EA RAFTER H3 UPLIFT CLIP @ EA RAFTER STRUCTURAL FASCIA PER 8/S5.204" 4" D/ 6 M A X PER PLAN POST PER PLAN, TYP BM PER PLAN PLAN ELEVATION CL POST T/SHTHG PER PLAN RAFTER PER PLAN W/ TRUSS CONECTION PER 3/S5.21 BM & HGR PER PLAN SOLID 4x12 BLKG PREFAB ROOF TRUSS PER PLAN 2x6 TRIMMER @ BLKG LOCATIONS T&B BLKG EA BAY T&B PER W/ CLIP PER SW SCHED 3/S5.21 DBL TOP PL STUD WALL & SHTHG PER PLAN PER PLAN PER ARCH EDGE NAILING PER SW SCHED STUD WALL & SHTHG PER PLAN STL BM PER PLAN W/ NAILER T&B PER 3/A6.1 BEVELED BRG BLK AS REQD W/ (2) 0.162x3x3-1/2" NAILS @ EA TRUSS PREFAB ROOF TRUSS PER PLAN DIAPHRAGM EDGE NAILING PER PLAN FULL DEPTH LSL RIM JOIST PER PLAN W/ CLIP TO NAILER PER SW SCHED ROOF SHTHG PER PLAN ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING DETAILS S5.21 SCALE: 1" = 1'-0"1 EXTERIOR BEAM TO POST CONNECTION SCALE: 1" = 1'-0"3 TRUSS BEARING W/ RAFTER BACKSPAN SCALE: 1" = 1'-0"2 EXTERIOR BEAM TO POST CONNECTION SCALE: 1" = 1'-0"4 EXTERIOR BEAM CONNECITON AT STUD WALL SCALE: 1" = 1'-0"5 ROOF FRAMING AT STEEL BEAM (4) 3/4"Ø BOLTS AT BEAM GAGE STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP CL COL & STIFF PL BEAM PER PLAN, TYP COL PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP "F" "F" PER TABLE 1, TYP WHERE BEAM CONTINUOUSWHERE BEAM ENDS BEAM OVER COLUMNNOTES: 1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION. 2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER 3. BEARING PLATE WIDTH = [BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH +1"] MINIMUM. BEAM BELOW COLUMN WHERE BEAM CONTINUOUSWHERE BEAM ENDS 3/16 3/16TYP BEAM PER PLAN, TYP "F" "F" PER TABLE 1, TYP 3/16 3/16 (2) 3/4"Ø BOLTS AT BEAM GAGE (4) 3/4"Ø BOLTS AT BEAM GAGE, TYP STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP COL PER PLAN, TYP 1 1/2"3"TYP 1 1/2" CL COL & STIFF PL CL COL & STIFF PL CL COL & STIFF PL 1 1/2" TYP 1 1/2" 1 1/2" BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP TABLE 1 BRG/BASE PLATE THICKNESS 3/8" , 1/2" 5/8" , 3/4" > = 7/8" "F" FILLET SIZE 3/16" 1/4" 5/16" 1 1 / 2 " 1 1 / 2 " 1 1/2" 1/2" TYP 1 1/2" 1 1 / 2 " TYP 1 1/2" 1 1 / 2 " T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN 1/2" 9/S6.1 TOPPING PER ARCH WHERE OCCURS CONT 2x NAILER, RIPPED TO FIT W-BEAM PER PLAN W/ WEB FILLER W/ 5/8"Ø CARRIAGE BOLT @ 24"OC, STAGGERED 5/8"Ø CARRIAGE BOLT @ 32" OC, STAGGERED SHTHG PER PLAN TRUSS PER PLAN W/ FACE MOUNT HGR PER MANUF PLAN - AT SHEAR WALLS PLAN - AT NON-SHEAR WALLS 1. ALL WELDED THREAD STUDS SHALL HAVE NUTS AND WASHERS. BOT PLATE HSS COL PER PLAN NAILER SIZE TO MATCH WALL STUD SIZE (NO COUNTERBORE ALLOWED AT SHEAR WALLS), TYP SHTHG PER SHEAR WALL SCHED EDGE NAILING PER SHEAR WALL SCHED 5/8"Ø WELDED THRD STUD @ 16"OC & 6" FROM T&B, TYP EA SIDE OF COL HSS COL PER PLAN BOT PLATE NAILER SIZE TO MATCH WALL STUD SIZE, TYP STUDS PER PLAN NOTE: 5/8"Ø WELDED THRD STUD @ 16"OC & 6" FROM T&B, TYP EA SIDE OF COL STUDS PER PLAN CONTRACTOR OPTION: FASTEN NAILER TO COLUMN W/ PAF'S @ 16"OC AT NON-SHEAR WALLS SHEAR PLATE THICKNESS PER SCHED "A" SIZE & QUANTITY OF BOLTS PER SCHED "A" WASHERS PER (NOTE 2) BEAM PER PLAN TYPICAL SHEAR PLATE CONNECTION CL COL COL CONTINUES AT SIM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/ T/STL WT STEM OR TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN BEAM TO HSS COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CL COL BEAM TO WIDE FLANGE COLUMN WEB - OPTION 1 (BEAM FITS INSIDE COLUMN) SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CROP CORNERS 1" MAX, TYP STIFF PL3/8 T&B W/ CROPPED CORNERS TO CLEAR COLUMN "k" BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2 SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL & BEAM WHERE OCCURS TYPICAL SECTION AT HSS COLUMN t t t t SCHED "A" 3/16 3/16 3/16 3/16 SCHED "A" FIELD WELDS (NOTE 6) TYP AT STIFF PL TO COL WEB TYP AT STIFF PL TO COL FLANGE (NOTE 4) 3 1/2" SC H E D " A " "N " B O L T S @ 3 " O C P E R F/SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL) BOLT Ø 2x TY P 1 1 / 2 " (NOTE 4) 3 1/2" T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN (NOTE 5) 1/2" GAP TYP SECTION 41.7 [27.8] 42.0 [28.0] 25.1 [16.7]5/16"1/4" 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE. 2. WHERE SHORT-SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2. 3. CAPACITIES BASED ON AISC 15TH EDITION WITH ASTM A325-N BOLTS. 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN DETAIL, BUT SHALL NOT EXCEED 3 1/2" IN THE AS-BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. 5. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE "WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1 1/2" OR THE "k" DISTANCE OF THE "WT" PLUS 1/4". 6. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER FIT- UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 7. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. COPE LENGTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED 6 1/2". 8. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" DIAMETER A325-N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 9. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: W8 W10 W12 W14 2 2 3 3 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1 1/4" 2 1/2" 2" 2 1/2" NR (9) 1 1/4" 1 1/4" 1 1/2" NR (9) DOUBLESINGLE COPED UNCOPED CONNECTION CAPACITY-LRFD [ASD] (3) (KIPS)MAX DOUBLE COPE DEPTH (7) MAX SINGLE COPE DEPTH (7) WELD SIZE t MIN HSS COLUMN WALL THICKNESS (8) SHEAR PLATE OR WT STEM THICKNESS "N" BOLTS REQUIRED (1) BEAM SIZE 3/4"Ø - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KSI BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A" 14.7 [9.8] 19.2 [12.8] 30.8 [20.5] 16.6 [11.0] 21.5 [14.3] 21.5 [14.3] CL C O L & B E A M W H E R E O C C U R S TYP SHEAR PL CONN t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE PLATE SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A". 3. FOR COLUMNS THAT DO NOT MEET THE SIZE REQUIREMENTS OF NOTE 2, USE ALTERNATE SECTION DETAIL BELOW. WT STEM THICKNESS PER SCHED "A", TYP EDGE OF FLANGE SHALL BE FLUSH W/ F/COL OR OVERRUN AS REQD CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD TYP (NOTE 8) CL COL & BEAM WHERE OCCURS CL C O L & B E A M W H E R E O C C U R S t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. WT SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS. USE TYPICAL SECTION DETAIL WHERE POSSIBLE. NOTE: 42.0 [28.0] 42.0 [28.0] ALTERNATE SECTION AT HSS COLUMN PER ARCH 12 PER ARCH 12 SIMPSON LSTA24 STRAP @ 48"OC EDGE NAILING ROOF SHTHG PER PLAN TRUSS PER PLAN W-BEAM PER PLAN W/ WEB FILLER W/ 5/8"Ø CARRIAGE BOLT @ 24"OC STAGGERED EDGE NAILING FACE MOUNT HGR PER TRUSS MANUF BEVELED BRG PL 2x NAILER PER 3/S6.1 HSS COL PER PLAN WOOD HDR PER PLAN CONTRACTOR OPTION TO PROVIDE WT SECTION THAT MEETS PLATE REQUIREMENTS PL3/8x5x(BM WIDTH -1/8") PL3/8x5xAS REQ'D W/ (2) 3/4"Ø THRU-BOLTS 1 1 / 2 " 3" 7" M I N 1/ 3 B M H T 3/16 3/16 OPTION TO FIELD WELD 3/16 OPTION TO FIELD WELD PL1/4x6"xCOL WIDTH - 1/2" 1/4 3 SIDES ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 4 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t STEEL DETAILS S6.1 SCALE: 1" = 1'-0"1 BEAM TO HSS COLUMN CONNECTIONS (05050)SCALE: 1" = 1'-0"3 TYPICAL NAILER DETAILS AT STEEL BEAM SCALE: 1" = 1'-0"4 TYPICAL NAILER AT STEEL COLUMNS (06909AM) SCALE: 1" = 1'-0"9 SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS (r05201) SCALE: 1" = 1'-0"8 TRUSS AT STEEL RIDGE BEAM (FACE MOUNT HANGER) SCALE: 1" = 1'-0"12 BEAM TO HSS COL VALVES HUMIDISTATH CARBON MONOXIDE / NITRIC OXIDE SENSORCO/NO DUCT UP (PLAN VIEW) DUCT DOWN (PLAN VIEW) R INCLINED RISE - IN DIRECTION OF AIRFLOW D INCLINED DROP - IN DIRECTION OF AIRFLOW INTERNAL DUCT LINING ELBOW WITH TURNING VANES RADIUS ELBOW SUPPLY DUCT (SECTION VIEW) RETURN DUCT (SECTION VIEW) EXHAUST DUCT (SECTION VIEW) OUTDOOR AIR DUCT (SECTION VIEW) MANUAL VOLUME DAMPER BACKDRAFT DAMPER ZONE DAMPER BYPASS DAMPER MOTORIZED DAMPER FIRE DAMPER FIRE/SMOKE DAMPER SMOKE DAMPER Z B M F FS S REMOTE VOLUME DAMPER HVAC DUCTWORK (CONT.) STATIC PRESSURE SENSORSP DIFFERENTIAL PRESSURE SENSORDP BUILDING PRESSURE SENSOR ANNOTATION SYMBOLS X X X X CFM X DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER AIR DEVICE MARK AND CFM ME-#MECHANICAL EQUIPMENT MARK POINT OF NEW CONNECTION POINT OF DISCONNECTION ADJUSTABLE THERMOSTATT ROOM HUMIDITY SENSOR ROOM CO2 SENSOR $WALL SWITCH CFM X AIR DEVICE MARK AND CFM - PROVIDE OPPOSED BLADE DAMPER OBD CFM X AIR DEVICE MARK AND CFM - PROVIDE RADIAL DAMPER RD X X 3D VIEW NUMBER SHEET NUMBER MECHANICAL LEGEND R BD TEMPERATURE SENSOR PIPE FITTINGS HVAC CONTROL SYMBOLS NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS. ID INSIDE DIAMETER IFB INTEGRAL FACE & BYPASS IGV INLET GUIDE VANES IPS IRON PIPE SIZE IU INDUCTION UNIT KW KILOWATTS KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE (°F) LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (°F) M MOTOR OPERATED MAU MAKEUP AIR UNIT MB MIXING BOX MBH 1000 BTU/HR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MS MINI-SPLIT NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPS NOMINAL PIPE SIZE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OBD OPPOSED BLADE DAMPER P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PART PER MILLION PROP PROPELLER PRV PRESSURE REDUCING VALVE PSIA PSI, ABSOLUTE PSIG PSI, GAUGE QTY QUANTITY R REGISTER RA RETURN AIR RD RADIAL DAMPER RF RETURN/RELIEF AIR FAN RH RELATIVE HUMIDITY RHC REHEAT COIL SA SUPPLY AIR SAF SUPPLY AIR FAN SC SENSIBLE COOLER SCFM CFM, STANDARD CONDITIONS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE SPS STATIC PRESSURE SENSOR SS STAINLESS STEEL T THERMOSTAT TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILL TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER UNC UNDERCUT UV UNIT VENTILATOR VA VOLT-AMPERE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW WB WET BULB TEMPERATURE (°F) WC WATER COLUMN WG WATER GAUGE WSHP WATER SOURCE HEAT PUMP ΔT TEMPERATURE DIFFERENCE (°F) ACC AIR COOLED CONDENSER ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FOIL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AFS AIR FLOW STATION AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ATM ATMOSPHERE AWG AMERICAN WIRE GAUGE B BOILER BB BASEBOARD BC BACKWARD CURVED BD BACKDRAFT DAMPER BF BOILER FEED BHP BRAKE HORSEPOWER BI BACKWARD INCLINED BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOJ BOTTOM OF JOIST BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT C COMMON CAV CONSTANT AIR VOLUME CC COOLING COIL CCW COUNTER CLOCKWISE CFM CUBIC FEET PER MINUTE CH CHILLER C&I CONTROLS & INSTRUMENTATION CLG CEILING CMU CONCRETE MASONRY UNIT CND CONDENSATE CONT CONTINUATION CORR CORRIDOR CT COOLING TOWER CU CONDENSING UNIT CH CABINET HEATER CV CONTROL VALVE CVS CONTROL VALVE STATION CW CLOCKWISE dB DECIBEL DB DRY BULB TEMPERATURE (°F) DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DP DEW POINT TEMPERATURE (°F) DX DIRECT EXPANSION E EXHAUST EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE (°F) F&T FLOAT & THERMOSTATIC FA FACE AREA FC FORWARD CURVED FC FAN COIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET GA GAUGE OR GAGE GC GENERAL CONTRACTOR GEN GENERATOR GH GRAVITY HOOD GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDIFIER HC HEATING COIL HG MERCURY HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HR HOUR HX HEAT EXCHANGER ABBREVIATIONS (E) ME-#EXISTING MECHANICAL EQUIPMENT (D) ME-#DEMOLISHED MECHANICAL EQUIPMENT # T H C P PIPING SPECIALTIES AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE / TEMPERATURE PORT TEMPERATURE SENSOR PRESSURE SENSOR PIPE WELL - EMPTY FLOW SWITCH PRESSURE SWITCH PRESSURE GAUGE, SNUBBER & NEEDLE VALVE TEMPERATURE GAUGE FLEXIBLE CONNECTOR THERMAL/SEISMIC EXPANSION LOOP FLOW METER UNION OR FLANGE ISOLATION VALVE MANUAL BALANCING VALVE 3-WAY TEMPERATURE CONTROL VALVE AUTOMATIC BALANCING VALVE HOSE-END DRAIN W/ CAP STRAINER 2-WAY TEMPERATURE CONTROL VALVE SOLENOID VALVE TEMPERATURE AND/OR PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREVENTER CHECK VALVE STEAM TRAP GAS PRESSURE REGULATOR BOILER DRAIN W/ CAP VENTURI VALVE MANUAL 3-WAY VALVE BOTTOM CONNECTION, TEE FITTING DOWN CAPPED OUTLET OR BLIND FLANGE CHANGE IN ELEVATION OF PIPE ELBOW PIPE BREAK PIPE UP PIPE DOWN SIDE CONNECTION, TEE FITTING TOP CONNECTION, TEE FITTING UP CONCENTRIC REDUCER ANCHOR PIPE GUIDES RECTANGULAR DUCT WIDTH x DEPTHW"xD" ROUND DUCT DIAMETER X"ø X"ø FLEXIBLE DUCT DIAMETER W"/D"OVAL DUCT WIDTH/DEPTH FLOOR/CEILING SUPPLY DIFFUSER FLOOR/CEILING RETURN GRILLE FLOOR/CEILING EXHAUST GRILLE SIDEWALL SUPPLY DIFFUSER SIDEWALL RETURN/EXHAUST GRILLE HVAC DUCTWORK CND STEAM CONDENSATE RETURN LPS MPS HPS LOW PRESSURE STEAM MEDIUM PRESSURE STEAM HIGH PRESSURE STEAM HWR HWS HEATING WATER RETURN HEATING WATER SUPPLY REFRIGERANT (LIQUID AND SUCTION)REF HPWR HPWS HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY ATV ATMOSPHERIC VENT CTR CTS COOLING TOWER RETURN COOLING TOWER SUPPLY HVAC PIPING (E) NAME (D) NAME DIRECTION OF FLOW EXISTING PIPE TO BE DEMOLISHED EXISTING PIPE TO REMAIN NAME NEW PIPING GENERAL # INSTALLATION: A. NEW PIPING, DUCTWORK AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE CURRENTLY ADOPTED INTERNATIONAL MECHANICAL AND INTERNATIONAL BUILDING CODES. B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS INDICATED ON PLAN. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION. C. INSTALL EQUIPMENT, DUCTWORK, AND PIPING SO AS TO MAINTAIN CODE REQUIRED CLEARANCES FOR ELECTRICAL AND TELECOMMUNICATION EQUIPMENT. D. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER. E. EQUIPMENT MANUFACTURED AFTER 1/1/2023 SHALL MEET MINIMUM SEER2 RATINGS. COORDINATION: A. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT, ROUTING OF DUCTWORK, AND ROUTING OF PIPING WITH OTHER TRADES. B. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE THE NECESSARY LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. C. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, THE ELECTRICAL LIGHTING PLANS, AND IF RELEVANT, THE TELECOMMUNICATION AND FIRE SPRINKLER PLANS. ELECTRICAL COORDINATION: A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE. SITE ELEVATION: A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF 5,089’. SUSTAINABILITY CERTIFICATION: A. THIS PROJECT IS TO BE NATIONAL GREEN BUILDING STANDARD, ENERGYSTAR, AND ZERO ENERGY READY HOME CERTIFIED. REVIEW DRAWINGS AND SPECIFICATIONS TO ENSURE ALL MATERIALS MEET THESE PROGRAM REQUIREMENTS. B. COMPLY WITH SUSTAINABILITY CONSULTANT TO ARRANGE FOR TESTING AND VERIFICATION OF THE MECHANICAL SYSTEMS AND CORRECT ANY INADEQUATE INSTALLATIONS. MECHANICAL GENERAL NOTES MECHANICAL SHEET INDEX NUMBER SHEET NAME M0.1 MECHANICAL LEGEND & NOTES M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL DETAILS M1.1 MECHANICAL PLAN M1.2 MECHANICAL ZONE PLAN M2.1 MECHANICAL AXONOMETRICS edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.1 MECHANICAL LEGEND & NOTES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.2 MECHANICAL SCHEDULES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 ACCESSORIES: 1. CONDENSATE DRAIN KIT. 2. STANDARD FILTER RACK WITH 1" FILTER. 3. RECTORSEAL SAFE-T-SWITCH SS2 TO CUT LOW VOLTAGE POWER TO FAN SIGNAL AT HIGH CONDENSATE LEVELS. INSTALL ON FAN COIL SECONDARY DRAIN OUTLET AND WIRE PER MANUFACTURER'S INSTRUCTIONS. REMARKS: 1. MULTI-TAP ECM MOTOR 2. FACTORY INSTALLED BACKUP ELECTRIC HEAT 3. DRAIN CONDENSATE PAN TO ASSOCIATED FLOOR DRAIN 4. FAN COIL AND HEAT PUMP COMBINATION TO BE ENERGY STAR CERTIFIED 5. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE DUCT SMOKE DETECTOR FOR MECHANICAL CONTRACTOR'S INSTALLATION. TEMPERATURE DATA: 1. COOLING: 72°F DB / 60.1°F WB INDOOR RETURN AIR, 95.1°F DB OUTDOOR AIR 2.HEATING: 70°F DB INDOOR RETURN AIR, -8.9°F DB / -9.4°F WB OUTDOOR AIR CONTROLS: 1. INFINITY CONTROL SYSTEM. 2. PROVIDE ZONE DAMPER CONTROL MODULE AND SYSTXCCITC INFINITY SYSTEM CONTROLLER. MOUNT AT FAN COIL. 3. PROVIDE ZONE DAMPER FOR EACH ZONE. 4. PROVIDE SYSTXZNSMS SMART SENSOR WHERE AN ADJUSTABLE THERMOSTAT IS INDICATED. 5. PROVIDE SYSTXCCRRS REMOTE ROOM SENSOR WHERE A TEMPERATURE SENSOR IS INDICATED. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. FAN COIL SCHEDULE MARK MANUF. MODEL CONFIG. HP AIRFLOW DATA COOLING INFORMATION HEATING INFORMATION BACKUP ELECTRIC HEAT (KW) PHYSICAL DATA SUPPLY AIR (CFM) OUTSIDE AIR (CFM) ESP (IN WC) COOLING CAPACITY (BTU/HR)EER2 SEER2 HEATING CAPACITY (BTU/HR)COP @ 5°F HSPF2 HEIGHT (IN) WIDTH (IN) DEPTH (IN) WEIGHT (LBS) FC-1 CARRIER FE5BNBD60 UPFLOW 3/4 2280 265 0.50 53,970 10 20 60,350 2.12 9.0 24 59-3/16" 24-11/16" 22-1/16" 203 ACCESSORIES: 1. WALL MOUNTED UNITS TO HAVE INTEGRAL THERMOSTAT. 2. CEILING MOUNTED UNITS TO HAVE INTEGRAL THERMOSTAT. 3. INTEGRAL DISCONNECTING MEANS AND THERMAL OVERLOADS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELECTRICAL DATA. ELECTRIC HEATER SCHEDULE MARK MANUF. MODEL VOLTAGE-PH WATTAGE FINISH MOUNTING PHYSICAL DATA DEPTH (IN) WIDTH (IN) HEIGHT (IN) EH-1 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-2 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-3 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-4 KING KB2003 240-1 3300 GALVANIZED STEEL CEILING 11" 15" 16.5" EH-5 KING KB2003 240-1 3300 GALVANIZED STEEL CEILING 11" 15" 16.5" GRD REMARKS: 1. SUBMITTAL DATA SHALL INCLUDE N.C., THROW, VELOCITY, AND PRESSURE DROP AS WELL AS ALL PHYSICAL AND INSTALLATION DATA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 3. N.C. VALUES IN SCHEDULE ARE VALID FOR SCHEDULE AIRFLOW ONLY AND REPRESENT A MAXIMUM ACCEPTABLE VALUE. SUBSTITUTE EQUIPMENT SHALL HAVE N.C. VALUE EQUAL TO OR BELOW THE VALUE SCHEDULE. ACCESSORY REMARKS: 1. PROVIDE FRAME FOR INSTALLATION IN RELEVANT CEILING TYPE. REFER TO ARCHITECTURAL RCP FOR CEILING TYPE. 2. PROVIDE MANUAL BALANCING DAMPER AT LOCATIONS WHERE A SPECIFIED AIR VOLUME IS SHOWN. 3. PROVIDE PRICE MODEL VCS3 OPPOSED BLADE DAMPER (OBD) WHERE INDICATED ON THE FLOOR PLANS. BALANCE TO AIRFLOW SPECIFIED. 4. PROVIDE PRICE MODEL VCR9 RADIAL DAMPER (RD) WHERE INDICATED ON THE FLOOR PLANS. BALANCE TO THE AIRFLOW SPECIFIED. GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK MANUF. MODEL DESCRIPTION NECK SIZE FUNCTION MAX AIRFLOW (CFM) PERFORMANCE DATA AT MAX CFM MOUNTING & FINISH N.C.PRESSURE DROP (IN WC) THROW AT 50 FPM (FT)VELOCITY (FPM) THROW DIRECTION MOUNTING MATERIAL FINISH E-1 PRICE PDR 16" X 16" PERFORATED RETURN DIFFUSER 12" X 12" EXHAUST 500 - - 0.07 - - 500 - - CEILING ALUMINUM ARCH SELECT E-2 PRICE PDR 12" X 12" PERFORATED RETURN DIFFUSER 6" X 6" EXHAUST 70 - - 0.02 - - 300 - - CEILING ALUMINUM ARCH SELECT R-1 PRICE 530 FIXED LOUVER RETURN GRILLE - 45° - 3/4" SPACING 36" X 18" RETURN 1200 - - 0.03 - - 300 - - WALL STEEL ARCH SELECT R-2 PRICE PDR 16" X 16" PERFORATED RETURN DIFFUSER 12" X 12" RETURN 500 - - 0.07 - - 500 - - CEILING ALUMINUM ARCH SELECT S-1 PRICE SMDA 15" X 15" MODULAR FACE DIFFUSER 9" X 9" SUPPLY 220 - - 0.06 18 400 ADJUSTABLE GWB CEILING STEEL ARCH SELECT S-2 PRICE SMDA 18" X 18" MODULAR FACE DIFFUSER 12" X 12" SUPPLY 310 - - 0.04 19 300 ADJUSTABLE GWB CEILING STEEL ARCH SELECT ACCESSORIES: 1. PROVIDE WALL-MOUNT BRACKET. 2. GRAVITY BACKDRAFT DAMPER ON EXHAUST AIR STREAM. 3. MOTORIZED DAMPER ON OUTSIDE AIR STREA REMARKS: 1. FLEXIBLE DUCTWORK ON ALL FOUR CONNECTIONS. 2. AUTOMATIC TIMED INTEGRAL EXHAUST DEFROST. 3. 48" CORD SET WITH GROUND. 4. MERV 6 FILTERS ON BOTH AIRSTREAMS. CONTROLS: 1. PROVIDE 7-DAY PROGRAMMABLE DIGITAL TIME CLOCK. ERV TO RUN CONTINUOUSLY DURING OCCUPIED HOURS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA ENERGY RECOVERY VENTILATOR SCHEDULE MARK MANUF. MODEL SUPPLY AIR RETURN AIR LEAVING AIR TEMPERATURE (°F) OUTSIDE AIR (CFM) SUPPLY AIR (CFM) SUMMER (°F) WINTER (°F) RETURN AIR (CFM) EXHAUST AIR (CFM) ESP (IN WC) SUMMER (°F) WINTER (°F) ERV-1 RENEWAIRE EV PREMIUM LH 265 265 75 70 265 265 0.5 80.7 47.8 ACCESSORIES: 1. ALL STANDARD ACCESSORIES TO MEET AHRI RATING. 2. OUTDOOR AIR TEMPERATURE SENSOR TO LOCKOUT AUXILIARY HEAT. 3. 4" PRECAST CONCRETE MOUNTING PAD. 4. 18" TALL HEAT PUMP RISER LEGS TO ELEVATE UNIT ABOVE AVERAGE SNOW LINE. TEMPERATURE DATA: 1. COOLING: 72°F DB / 60.1°F WB INDOOR RETURN AIR, 95.1°F DB OUTDOOR AIR 2. HEATING: 70°F DB INDOOR RETURN AIR, -8.9°F DB / -9.4° WB OUTDOOR AIR ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA AIR-SOURCE HEAT PUMP SCHEDULE MARK MANUF. MODEL COMPRESSOR TYPE REFRIGERANT COOLING INFORMATION HEATING INFORMATION A-WEIGHTED SOUND POWER (dBA) PHYSICAL DATA COOLING CAPACITY (BTU/HR)EER2 SEER2 HEATING CAPACITY (BTU/HR)COP @ 5°F HSPF LENGTH (IN) WIDTH (IN) HEIGHT (IN) WEIGHT (LBS) HP-1 CARRIER 25VNA060 ROTARY R-454B 53,970 10 20 60,350 2.12 9.0 58 35" 35" 43-13/16" 290 ACCESSORIES: 1. STANDARD DISCONNECT PREWIRED. 2. INTEGRAL GRAVITY BACKDRAFT DAMPER. 3. 6" TO 4" REDUCER. 4. WALL CAP WITH INTEGRAL BACKDRAFT DAMPER. CONTROLS: 1. INTERLOCK WITH LIGHTS IN ASSOCIATED ROOMS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. EXHAUST FAN SCHEDULE MARK MANUF. MODEL AIRFLOW (CFM)SONES ESP (IN WC) DRIVE TYPE MOUNTING CONTROL WEIGHT (LBS) EF-1 PANASONIC FV-0709VB1 75 1.5 0.25 DIRECT CENTRIFUGAL CEILING 1 4.4 1. INTEGRAL DISCONNECTS AND OVERLOADS 2. INTEGRAL OVERLOADS 3. SINGLE POINT CONNECTION 4. PROVIDE RECEPTACLE 5. INDOOR UNIT POWERED BY OUTDOOR UNIT 6. DUCT SMOKE DETECTOR REQUIRED - FURNISHED AND WIRED BY DIV 26, INSTALLED BY DIV 23. NOTES: CONT INT KH LS MS OS T TC UC N/A CONTINUOUS OPERATION INTEGRAL INTERLOCK WITH KITCHEN HOOD LOW-VOLTAGE MANUAL SWITCH MANUAL SWITCH OCCUPANCY SENSOR THERMOSTAT TIME CLOCK UNIT CONTROLLER NOT APPLICABLE 22/22 22/26 23/23 23/26 26/26 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 22 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 23 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 26, WIRED BY DIV. 26 CONTROL TYPE:DIVISION OF RESPONSIBILITIES: MEP COORDINATION SCHEDULE MARK DESCRIPTION ELECTRICAL DATA CONTROL NOTESLOAD MOCP VOLT-PHASE TYPE DIV DSP-1 GARBAGE DISPOSAL 1.25 HP - 120-1 MS 26/26 4 DWH-1 DOMESTIC WATER HEATER 4500 W - 240-1 UC 22/22 EF-1 EXHAUST FAN 0.25 A - 120-1 CONT 26/26 EH-1 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-2 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-3 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-4 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 EH-5 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 ERV-1 ENERGY RECOVERY VENTILATOR 15 MCA 15 A 120-1 TC 23/23 EWC-1 ELECTRIC WATER COOLER 5 FLA - 120-1 UC 22/22 FC-1 FAN COIL 140.6 MCA 150 A 208-1 T 23/23 3,6 HP-1 HEAT PUMP 36.9 MCA 50 A 208-1 UC 23/23 PP-1 RECIRCULATION PUMP 44 W - - 120-1 TC 22/22 UNCONDITIONED SA, RA & EA MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR FLEXIBLE DUCT - 5' LENGTH MAX INTEGRAL - - R-6 YES FOIL INDOOR OUTSIDE AIR (OA) MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR EXHAUST (EA) - SEE NOTES NONE - - - - - - - - INDOOR EXHAUST (EA) - SEE NOTES MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR SA & RA 10' FROM AIR HANDLER NATURAL-FIBER DUCT LINER 1" - - - - - - INDOOR RETURN AIR (RA) NONE - - - - - - - - INDOOR SUPPLY AIR (SA) NONE - - - - - - - - TYPE THICKNESS R-VALUE VAPOR BARRIER FACTORY INSTALLED JACKET TYPE LOCATION APPLICATION INSULATION GENERAL NOTES: 1. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA GUIDELINES. 2. RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL. 3. RECTANGULAR DUCT ELBOWS SHALL HAVE TURNING VANES. 4. PROVIDE SEISMIC BRACING OF DUCTWORK AS REQUIRED BY LOCAL CODES. 5. SHEET METAL DUCTWORK GAGE SHALL BE SELECTED IN ACCORDANCE WITH SMACNA GUIDELINES. 6. DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH SMACNA AND THE CURRENT EDITION OF THE IECC. MASTICS ON SEALED DUCTS TO MEET UL 181A OR 181B STANDARDS. 7. DUCT INSULATION MUST HAVE FLAME SPREAD LESS THAN 25 AND SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 W HEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. 8. OUTSIDE AIR DUCTWORK INSULATION SHALL HAVE INTEGRAL VAPOR BARRIER IN INSULATION JACKET AND SHALL BE SEALED VAPOR TIGHT. 9. INDOOR EXHAUST DUCTWORK SHALL BE INSULATED FROM THE PENETRATION OF THE BUILDING ENVELOPE TO 10 FT UPSTREAM OF A BACKDRAFT OF SHUTOFF DAMPER. JACKET: 1. FACTORY APPLIED ALL SERVICE JACKETS (ASJ) SHALL BE FOIL SCRIM KRAFT (FSK). SEAL AT EXPOSED SEAMS/ EDGES/ CORNERS WITH FSK ADHESIVE TAPE. DUCTWORK SCHEDULE HEAT PUMP - LIQUID & VAPOR LINES REF 'ACR' COPPER 1/2" ELASTOMERIC SYSTEM ABBREV PIPE MATERIAL INSULATION NOTE: 1. INSULATION THICKNESS IS BASED ON A CONDUCTIVITY NOT EXCEEDING 0.27 BTU • INCH / (HR • FT² • °F) 2. PIPE INSULATION MUST HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL723. MECHANICAL PIPE SCHEDULE 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N PROVIDE SAFETY CABLE PER SEISMIC REQUIREMENTS AI R F L O W CEILING DIFFUSER -SEE PLANS FOR TYPE AND SIZE R-6 INSULATED FLEXIBLE DUCT 5FT MAX LENGTH PREFORMED SPIRAL ROUND DUCT -SEE PLANS FOR SIZE AIR FLOW 90° ADJUSTABLE SHEET METAL ELBOW CEILING SUPPORT STRAPS INSULATED FLEX DUCT (MAXIMUM 48") SURFACE MOUNT CEILING DIFFUSER SECURE FLEX DUCT TO SHEETMETAL ELBOW WITH TAPE AND POSITIVE LOCKING STRAPS PER SPECIFICATIONS ROUND DUCT TAP INTO SQUARE PLENUM BOX FLOOR FULL RECESSED WALL BOTTOM OF HEATER HEATER WALL BOX ROUGH-IN DISCHARGE GRILLE & FRAME 12 " A F F FLEX CONNECTION (TYP) CONDENSATE VENT (TYP) CONDENSATE TRAP ALONGSIDE FAN COIL FIELD FABRICATED RETURN BOX WITH ANGLE IRON REINFORCEMENT TO SUPPORT UNIT SA RA OA MITERED ELBOW WITH TURNING VANES RETURN AND SUPPLY DUCTS - ACOUSTICALLY LINE FIRST 10' FROM FAN COIL CONNECTION BALANCE TO CFM LISTED IN SCHEDULE FIELD FABRICATED FILTER RACK WITH MERV 13 FILTER LIQUID AND GAS REFRIGERATION LINE CONNECTION MANUFACTURER PROVIDED BACKUP ELECTRIC HEAT CONDENSATE SWITCH DRAIN TO FLOOR SINK WALL-MOUNT BRACKET OUTSIDE AIR MOUNT BOTTOM OF ERV AT 3'-0" AFF OFFSET DUCTWORK PER FLOOR PLANS/AXONOMETRIC SEE FLOOR PLANS FOR DUCT SIZES AT ERV INSTALLATION EXHAUST AIR RETURN AIR SUPPLY AIR FLEX DUCT AT CONNECTION TO UNIT OPERABLE WINDOW MECHANICAL OUTSIDE AIR INTAKE WALL CAP OPERABLE WINDOW EXHAUST AIR WALL CAP 3' - 0" MIN. CEILING HEATED UNHEATED R-11 BATT INSULATION VISQUEEN BARRIER BLOWN-IN INSULATION (BY OTHERS) TRUSS CHORD DUCTWORK WITH INSULATION MANUFACTURER PROVIDED SUPPORT STAND PRE-INSTALLED HEATER PANEL (TYP) ANCHOR STAND TO PRECAST CONCRETE PAD (TYP) LIQUID AND GAS REF LINESETPROVIDE VIBRATION ISOLATION PAD BELOW UNIT 18 " S T A N D FUSE HRV UNIT CONNECTION HEAT PUMP / LAT SENSORS A B C D A B C D Y R G B LAT COM HPT CLS1 COM1 CPN1 ZS1 ZS1C DIP SWITCH CLS2 COM2 CPN2 OFF ZS2 ZS2C ZONE 2 SENSOR CLS3 COM3 CPN3 STATUS CLS4 COM4 CPN4 DAMPER CONTROL MODULE, 1-4 ZONES ZS3 ZS3C ZS4 ZS4C ON1 2 COMM ZONE 3 SENSOR (IF REQUIRED) ZONE 4 SENSOR (IF REQUIRED) ZONE 2 ACTUATOR ZONE 1 ACTUATOR ZONE 3 ACTUATOR (IF REQUIRED) ZONE 4 ACTUATOR (IF REQUIRED) SYSTEM COTROLLER ZONE 1 SENSOR FAN COIL HEAT PUMP edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.3 MECHANICAL DETAILS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.1 CEILING SUPPLY DIFFUSER DETAIL N.T.S.2 CEILING DIFFUSER -SLOPED DETAIL N.T.S.3 ELECTRIC WALL HEATER DETAIL N.T.S.5 VERTICAL FAN COIL DETAIL N.T.S.6 COMMUNITY SPACE ERV DETAIL N.T.S.4 VENT TERMINAL CLEARANCE DETAIL N.T.S.7 ATTIC INSULATION OVER DUCTWORK DETAIL N.T.S.8 HEAT PUMP DETAIL N.T.S.9 INFINITY CONTROL SYSTEM DETAIL 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N Z Z Z Z 1 2 3 4 5 A B C D E F G H I OFFICE/WORK ROOM 1 STORAGE/MECH 2 LOBBY 3 COMMUNITY CENTER 4 FITNESS CENTER 5 HALL 7 RESTROOM 8 RESTROOM 9 PACKAGE ROOM 10 EH-1 EH-2 FC-1 HP-1 − − R-1 − − R-2 OBD E-1 110 12"ø 10"ø 8"ø 8"ø 10"ø 10"ø 8"ø 12"ø 8"ø 8"ø 8"ø 10"ø 20"x16" D R R D D D D OBD E-2 50 OBD E-2 50 10"ø 12 " ø 6"ø 6"ø 6"ø 12"ø − − R-2 OBD E-2 50 EH-4 ERV-11M2.12M2.1Z-1D Z-1C Z-1A Z-1B EH-5 EF-1 EH-3 R 1 1 1 S-1 210 S-1 210 S-2 305 S-2 305 S-1 220 S-1 210 S-1 210 20"x16" 20"x16" 8"ø 8"ø S-2 310 TYP 2 TYP 2 TYP 3 TYP 3 VD 420 VD 610 VD 640 6"ø TYP 2 M0.3 8 M0.3 5 M0.3 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M1.1 MECHANICAL PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" MECHANICAL PLAN -FIRST LEVEL1 A. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. B. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. C. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS, OR DIFFUSERS SHALL BE LIMITED TO 5 FT. FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS. D. DUCTWORK DIMENSIONS INDICATE THE CLEAR WIDTH/HEIGHT AND HAVE NOT BEEN INCREASED TO ACCOMMODATE DUCT LINER. INSTALLED DUCT SHALL BE INCREASED TO ACCOMMODATE LINER THICKNESS WHERE LINER IS INDICATED IN THE DRAWINGS OR SPECIFICATIONS. E. EXPOSED DUCTWORK TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED PER ARCHITECTURAL. CONTRACTOR TO CLEAN AND DRY DUCTWORK PRIOR TO PAINTING. F. PIPING WALL PENETRATIONS SHALL SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. MECHANICAL PLAN NOTES KEY NOTES:# 1. 8"Ø DUCT PENETRATION IN W16x40 BEAM AT THIS LOCATION. 2. DUCTWORK TO ROUTE NEAR BOTTOM CHORD OF PREFABRICATED ROOF TRUSSES AND ROUTE UP TO MATCH ELEVATION OF SLOPED PARALLEL CHORD TRUSSES IN VAULTED AREA. 3. NORTH-SOUTH DUCTS TO MATCH ROOF SLOPE IN VAULTED AREA. 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N T Z-1A T Z-1C Z-1D T T Z-1B 1 2 3 4 5 A B C D E F G H I Z-1B Z-1C Z-1DZ-1A EH-1 EH-2 EH-4 EH-5 EH-3 1 2 2 2 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M1.2 MECHANICAL ZONE PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" MECHANICAL ZONE PLAN -FIRST LEVEL1 A. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. B. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. C. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS, OR DIFFUSERS SHALL BE LIMITED TO 5 FT. FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS. D. DUCTWORK DIMENSIONS INDICATE THE CLEAR WIDTH/HEIGHT AND HAVE NOT BEEN INCREASED TO ACCOMMODATE DUCT LINER. INSTALLED DUCT SHALL BE INCREASED TO ACCOMMODATE LINER THICKNESS WHERE LINER IS INDICATED IN THE DRAWINGS OR SPECIFICATIONS. E. EXPOSED DUCTWORK TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED PER ARCHITECTURAL. CONTRACTOR TO CLEAN AND DRY DUCTWORK PRIOR TO PAINTING. F. PIPING WALL PENETRATIONS SHALL SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. MECHANICAL PLAN NOTES KEY NOTES:# 1. COORDINATE MOUNTING LOCATION WITH ELECTRICAL SWITCHES. 2. COORDIANTE MOUNTING ELEVATION WITH CASEWORK. 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N EH-1 EH-2 ERV-1 EF-1 EH-5 EH-3 FC-1 ERV-1 EH-4 EH-2 EH-1 EH-5 EF-1 EH-3 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M2.1 MECHANICAL AXONOMETRICS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.1 MECHANICAL AXONOMETRIC VIEW 1 N.T.S.2 MECHANICAL AXONOMETRIC VIEW 2 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N PLUMBING LEGEND PLUMBING NAME (E) NAME (D) DIRECTION OF FLOW EXISTING PIPE TO BE DEMOLISHED EXISTING PIPE TO REMAIN NAME NEW PIPING IRR IRRIGATION SAN SANITARY WASTE DHWR DHW DCW DOMESTIC HOT WATER (120°F) DOMESTIC COLD WATER DOMESTIC HOT WATER RECIRC. V SANITARY VENT NG NATURAL GAS RAIN WATER LEADER RAIN WATER OVERFLOW CONDENSATE DRAIN RWL ORL CND GENERAL RO GW GREASE WASTE AW ACID WASTE AV ACID VENT LIQUIFIED PETROLEUM GAS COMPRESSED AIR LPG CA REVERSE OSMOSIS TREATED ANNOTATION SYMBOLS X X X X DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER X X 3D VIEW NUMBER SHEET NUMBER PF#PLUMBING FIXTURE / EQUIPMENT MARK POINT OF NEW CONNECTION POINT OF DISCONNECTION 1/4" SLOPE DIRECTION OF FLOW AND SLOPE PER FOOT PIPE FITTINGS FLOOR CLEAN OUT WALL CLEAN OUT HOSE BIBB WALL HYDRANT IRRIGATION BLOWOUT PORT WATER METER PIPING SPECIALTIES WATER HAMMER ARRESTER NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS. ID INSIDE DIAMETER IFB INTEGRAL FACE & BYPASS IGV INLET GUIDE VANES IPS IRON PIPE SIZE IU INDUCTION UNIT KW KILOWATTS KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE (°F) LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (°F) M MOTOR OPERATED MAU MAKEUP AIR UNIT MB MIXING BOX MBH 1000 BTU/HR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MS MINI-SPLIT NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPS NOMINAL PIPE SIZE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OBD OPPOSED BLADE DAMPER P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PART PER MILLION PROP PROPELLER PRV PRESSURE REDUCING VALVE PSIA PSI, ABSOLUTE PSIG PSI, GAUGE QTY QUANTITY R REGISTER RA RETURN AIR RD RADIAL DAMPER RF RETURN/RELIEF AIR FAN RH RELATIVE HUMIDITY RHC REHEAT COIL SA SUPPLY AIR SAF SUPPLY AIR FAN SC SENSIBLE COOLER SCFM CFM, STANDARD CONDITIONS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE SPS STATIC PRESSURE SENSOR SS STAINLESS STEEL T THERMOSTAT TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILL TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER UNC UNDERCUT UV UNIT VENTILATOR VA VOLT-AMPERE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW WB WET BULB TEMPERATURE (°F) WC WATER COLUMN WG WATER GAUGE WSHP WATER SOURCE HEAT PUMP ΔT TEMPERATURE DIFFERENCE (°F) ACC AIR COOLED CONDENSER ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FOIL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AFS AIR FLOW STATION AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ATM ATMOSPHERE AWG AMERICAN WIRE GAUGE B BOILER BB BASEBOARD BC BACKWARD CURVED BD BACKDRAFT DAMPER BF BOILER FEED BHP BRAKE HORSEPOWER BI BACKWARD INCLINED BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOJ BOTTOM OF JOIST BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT C COMMON CAV CONSTANT AIR VOLUME CC COOLING COIL CCW COUNTER CLOCKWISE CFM CUBIC FEET PER MINUTE CH CHILLER C&I CONTROLS & INSTRUMENTATION CLG CEILING CMU CONCRETE MASONRY UNIT CND CONDENSATE CONT CONTINUATION CORR CORRIDOR CT COOLING TOWER CU CONDENSING UNIT CH CABINET HEATER CV CONTROL VALVE CVS CONTROL VALVE STATION CW CLOCKWISE dB DECIBEL DB DRY BULB TEMPERATURE (°F) DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DP DEW POINT TEMPERATURE (°F) DX DIRECT EXPANSION E EXHAUST EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE (°F) F&T FLOAT & THERMOSTATIC FA FACE AREA FC FORWARD CURVED FC FAN COIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET GA GAUGE OR GAGE GC GENERAL CONTRACTOR GEN GENERATOR GH GRAVITY HOOD GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDIFIER HC HEATING COIL HG MERCURY HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HR HOUR HX HEAT EXCHANGER ABBREVIATIONS HTHW HIGH TEMPERATURE HOT WATER (140°F) (E) PF#EXISTING PLUMBING FIXTURE / EQUIPMENT (D) PF#DEMOLISHED PLUMBING FIXTURE / EQUIPMENT VALVES ISOLATION VALVE MANUAL BALANCING VALVE AUTOMATIC BALANCING VALVE HOSE-END DRAIN W/ CAP STRAINER SOLENOID VALVE TEMPERATURE AND/OR PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREVENTER CHECK VALVE GAS PRESSURE REGULATOR BOILER DRAIN W/ CAP VENTURI VALVE MANUAL 3-WAY VALVE AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE / TEMPERATURE PORT TEMPERATURE SENSOR PRESSURE SENSOR PIPE WELL - EMPTY FLOW SWITCH PRESSURE SWITCH PRESSURE GAUGE, SNUBBER & NEEDLE VALVE TEMPERATURE GAUGE FLEXIBLE CONNECTOR UNION OR FLANGE BOTTOM CONNECTION, TEE FITTING DOWN CAPPED OUTLET OR BLIND FLANGE CHANGE IN ELEVATION OF PIPE ELBOW PIPE BREAK PIPE UP PIPE DOWN SIDE CONNECTION, TEE FITTING TOP CONNECTION, TEE FITTING UP CONCENTRIC REDUCER TP TRAP PRIMER LINES THERMAL/SEISMIC EXPANSION LOOP ANCHOR PIPE GUIDES INSTALLATION: A. NEW PIPING AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL PLUMBING CODE. B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS INDICATED. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION. C. DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE PURPOSE OF THESE PLANS IS TO INDICATE THE INTENDED SIZES, APPROXIMATE LOCATION AND ROUTING OF MAJOR COMPONENTS. ACTUAL CONDITIONS AND LOCATIONS SHALL BE FIELD VERIFIED AND ADJUSTED IF NECESSARY. D. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. E. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER. F. MATERIAL THAT IS IN CONTACT WITH POTABLE DOMESTIC WATER SHALL BE NSF CERTIFIED LEAD FREE. COORDINATION: A. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT AND ROUTING OF PIPING WITH OTHER TRADES. B. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. ELECTRICAL COORDINATION: A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE. SITE ELEVATION: A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF 5,089’. SUSTAINABILITY CERTIFICATION: A. THIS PROJECT IS TO BE NATIONAL GREEN BUILDING STANDARD, ENERGYSTAR, AND ZERO ENERGY READY HOME CERTIFIED. REVIEW DRAWINGS AND SPECIFICATIONS TO ENSURE ALL MATERIALS MEET THESE PROGRAM REQUIREMENTS. B. COMPLY WITH SUSTAINABILITY CONSULTANT TO ARRANGE FOR TESTING AND VERIFICATION OF THE PLUMBING SYSTEMS AND CORRECT ANY INADEQUATE INSTALLATIONS. PLUMBING GENERAL NOTES PLUMBING SHEET INDEX NUMBER SHEET NAME P0.1 PLUMBING LEGEND & NOTES P0.2 PLUMBING SCHEDULES P0.3 PLUMBING DETAILS P1.0 PLUMBING UNDERSLAB PLAN P1.1 PLUMBING DWV PLAN P1.2 PLUMBING PLAN - ROOF P2.1 PLUMBING DOMESTIC PLAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.1 PLUMBING LEGEND & NOTES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.2 PLUMBING SCHEDULES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 REMARKS: 1. PROVIDE ALL FIXTURES WITH APPROPRIATE COMMERCIAL GRADE SUPPORTS/CARRIERS, P-TRAPS, STOP VALVES, BRAIDED FLEXIBLE SUPPLIES, UNDER FIXTURE PIPING INSULATION AND HAMMER ARRESTORS. 2. PROVIDE AND INSTALL TRAP SEALS FOR ALL FLOOR DRAINS AND FLOOR SINKS UNLESS OTHERWISE INDICATED. 3. FIELD COORDINATE INSTALLATION LOCATION OF WATER CLOSETS, LAVATORIES, AND URINALS FOR ADA COMPLIANCY WITH ARCHITECT/ENGINEER. PLUMBING FIXTURE SCHEDULE MARK FIXTURE TRIM ROUGH-IN SIZE (IN)REMARKSDESCRIPTION ADA MANUF. MODEL MATERIAL / FINISH MOUNTING / HEIGHT DESCRIPTION MANUF. MODEL MATERIAL / FINISH WASTE VENT COLD HOT DSP-1 GARBAGE DISPOSAL - - IN-SINK-ERATOR PRO 1250 STAINLESS STEEL UNDER SINK WALL SWITCH WALL SWITCH - - - - 1-1/2" - - - - - - 1-1/4 HP DISPOSER. PROVIDE WITH INSINKERATOR OFFSET CHUTE FOR ADA INSTALLATION. EWC-1 ELECTRIC WATER COOLER - BOTTLE FILLING STATION ONLY YES ELKAY LZ8WSSSMC STAINLESS STEEL - LEAD FREE WALL / 33" ORIFICE - - - - - - - - 2" 1-1/2" 1/2" - - NO LEAD DESIGN - WALL MOUNTED - 8 GPH COOLING - FILTERED - PROVIDE TRAP AND WATER STOP. FD-1 FLOOR DRAIN WITH ADJUSTABLE HEIGHT ROUND STRAINER - - JR SMITH 2005 CAST IRON BODY / NICKEL BRONZE STRAINER FLOOR - - - - - - - - 2" 1-1/2" 1/2" - - PROVIDE COMPLETE WITH TRAP SEAL. FS-1 FLOOR SINK - 8" SQUARE - - JR SMITH 3101 CAST IRON BODY / NICKEL BRONZE STRAINER FLOOR - - - - - - - - 2" 1-1/2" 1/2" - - PROVIDE COMPLETE WITH TRAP SEAL - ABS SEDIMENT BUCKET. L-1 LAVATORY - UNDERMOUNT YES KOHLER K-21058 VITREOUS CHINA UNDERMOUNT TOUCHLESS FAUCET MOEN 8554 CHROME 2" 1-1/2"1/2" 1/2" BATTERY POWERED - PROVIDE WATER STOPS MS-1 MOP SINK - 24" X 24" - - FIAT MSB2424 MOLDED STONE FLOOR TWO-HANDLE FAUCET MOEN 8124 CHROME 3" 2" 1/2" 1/2" WITH #832-AA HOSE & HOSE BRACKET, #889-CC MOP HANGER, #E-88-AA STAINLESS STEEL BUMPER GUARD, AND #MSG2424 STAINLESS STEEL WALL GUARD. OB-1 OUTLET BOX - COLD WATER ONLY - - SIOUX CHIEF 696-G101 ABS PLASTIC WALL / 48" A.F.F. - - - - - - - - - - - - 1/2" - - WITH ARRESTER, FRAME, BRACKET, AND DEBRIS COVER - PROVIDE CONNECTION TO ASSOCIATED APPLIANCE. S-1 SINK - 31-1/2" X 18-1/2" YES ELKAY ECTRUAD301755 STAINLESS STEEL UNDERMOUNT SINGLE-HANDLE FAUCET MOEN 7882 CHROME 2" 1-1/2" 1/2" 1/2" REAR DRAIN - PROVIDE WITH QUARTER TURN STOP VALVES AND CLEANOUT DOWNSTREAM OF TRAP. PROVIDE WITH STRAINER. NO DECK PLATE ON FAUCET INSTALLATION - 1.5 GPM FAUCET. PROVIDE AIR GAP CONNECTION TO ADJACENT DISHWASHER. WC-1 WATER CLOSET - FLOOR MOUNTED - TANK YES KOHLER K-3519 VITREOUS CHINA FLOOR / RIM 17" ELONGATED TOILET SEAT KOHLER K-4670-C POLYPROPYLENE 3" 2" 1/2" - - 1.0 GALLON PER FLUSH - PROVIDE WITH WATER STOP. WH-1 WALL HYDRANT - DUAL CHECK - - WOODFORD MODEL 67 CHROME PLATED WALL / 18" A.F.F. - - - - - - - - - - - - 3/4" - - 12" LENGTH OR AS REQUIRED FOR WALL THICKNESS - DOUBLE CHECK BACKFLOW PREVENTER. REMARKS: 1. PROVIDE ALL FIXTURES WITH APPROPRIATE COMMERCIAL GRADE SUPPORTS/CARRIERS, P-TRAPS, STOP VALVES, COMMERCIAL GRADE BRAIDED STAINLESS STEEL FLEXIBLE SUPPLIES, UNDER FIXTURE PIPING INSULATION AND WATER HAMMER ARRESTORS. 2. PROVIDE AND INSTALL TRAP SEALS FOR ALL FLOOR DRAINS AND FLOOR SINKS UNLESS OTHERWISE INDICATED. 3. FIELD COORDINATE LOCATION AND NUMBER OF FAUCET MOUNTING HOLES WITH GENERAL CONTRACTOR. 4. INSTALL ALL FIXTURES AS PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PLUMBING ACCESSORY SCHEDULE MARK DESCRIPTION MANUF. MODEL MOUNTING / MOUNTING HEIGHT MATERIAL & FINISH TRIM DRAIN VENT COLD HOT REMARKS BFP-1 REDUCED PRESSURE BACKFLOW PREVENTER WATTS SERIES LF007 PIPE STAINLESS STEEL - - - - - - 1" - - PIPE AIR GAP TO FLOOR SINK. CO RAISED HEAD CLEANOUT PLUG ANY ANY PIPE PVC OR CAST IRON (MATCH PIPE)- - LINE SIZE - - - - - - THREADED RAISED HEAD CLEANOUT PLUG ECO EXTERIOR CLEAN OUT JR SMITH 4261L FINISHED GRADE CAST IRON BODY / HEAVY DUTY COVER SPEEDI-SET NO-HUB FITTING LINE SIZE - - - - - - FINISH AT GRADE WCO WALL CLEAN OUT JR SMITH 4432 WALL / 18" AFF STEEL WITH CHROME COVER LINE SIZE - - - - - - CAST IRON CAULK FERRULE WITH CAST IRON LEAD SEAL PLUG REMARKS: 1. TABLE IS BASED ON CHAPTER 6 AND APPENDIX E OF THE 2015 INTERNATIONAL PLUMBING CODE COLD WATER DESIGN CRITERIA: MAXIMUM DEVELOPED PIPE LENGTH = 70 FEET EQUIVALENT FLOW RATE = 12 GPM INLET PRESSURE = 50 PSI FIXTURE UNIT SCHEDULE MARK DESCRIPTION DFU CWFU HWFU COUNT DFU WSFU COLD HOT DSP-1 GARBAGE DISPOSAL 0 0 0 1 0 0 0 EWC-1 ELECTRIC WATER COOLER 1 0.25 0 1 1 0.25 0 FD-1 EMERGENCY FLOOR DRAIN 0 0 0 2 0 0 0 FS-1 FLOOR SINK 0 0 0 1 0 0 0 L-1 LAVATORY 1 1.5 1.5 2 2 3 3 MS-1 MOP SINK 3 2.25 2.25 1 3 2.25 2.25 OB-1 OUTLET BOX 0 0.5 0 1 0 0.5 0 S-1 SINK 2 3 3 1 2 3 3 WC-1 TANK WATER CLOSET 4 5 0 2 8 10 0 WH-1 WALL HYDRANT 0 1 0 2 0 2 0 TOTALS 16 21 8.25 REMARKS: 1. ALL PIPING WITHIN 18" OF WATER HEATER SHALL BE COPPER. 2. PROVIDE ASME TEMPERATURE AND PRESSURE RELIEF VALVES. PIPE TO NEAREST FLOOR RECEPTOR. 3. PROVIDE TEMPERATURE AND PRESSURE GAUGE. 4. PROVIDE SEISMIC BRACING PER SPECIFICATIONS. 5. HAND HOLE CLEAN-OUT. 6. PROVIDE SHEET METAL PAN WITH 3/4" SCHEDULE 40 PVC DRAIN TO NEAREST FLOOR RECEPTOR. 7. FIVE YEAR LIMITED TANK WARRANTY. 8. ZERO INCH CLEARANCE. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. DOMESTIC WATER HEATER SCHEDULE (HEAT PUMP) MARK MANUF. MODEL TYPE STORAGE VOLUME (GAL) STORAGE TEMP. (°F) COMPRESSOR WATTAGE UPPER ELEMENT WATTAGE LOWER ELEMENT WATTAGE UEF FIRST HOUR RATING (GAL) RECOVERY AT 90°F (GAL/HR) UNIT PHYSICAL DATA HEIGHT (IN) DIAMETER (IN) WEIGHT (LBS) DWH-1 BRADFORD WHITE RE2H50S10 NON-SIMULTANEOUS 45 120° 500 4,000 4,000 3.44 65 24 59-3/16" 21-3/4" 195 REMARKS: 1. PROVIDE ANTIMICROBIAL LINER. 2. PROVIDE SEISMIC BRACING PER SPECIFICATIONS. PLUMBING EXPANSION TANK SCHEDULE MARK MANUF. MODEL ASSOCIATED EQUIPMENT STYLE VOLUME (GAL)MAX. ACCEPTANCE VOLUME (GAL) MAXIMUM WORKING PRESSURE (PSI) PHYSICAL DATA DIAMETER (IN) HEIGHT (IN) WEIGHT (LBS) PET-1 AMTROL ST-5-C DWH-1 DIAPHRAGM 2.0 0.45 150 8" 13" 25 ACCESSORIES: 1. PROVIDE GRUNDFOS DIGITAL TIMER AND AQUASTAT. REMARKS: 1. PROVIDE ALL NECESSARY VALVING AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. CONTROLS: 1. PUMP TO ONLY OPERATE DURING OCCUPIED HOURS (ADJUSTABLE WITH TIMER). 2. PUMP TO ACTIVATE AT A RECIRCULATION TEMPERATURE LESS THAN 105°F AND DEACTIVATE AT A RECIRCULATION TEMPERATURE OF 120°F (ADJUSTABLE WITH AQUASTAT). ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. PLUMBING PUMP SCHEDULE MARK MANUF. MODEL MATERIAL DESCRIPTION FLOW (GPM) HEAD (FT) TEMPERATURE (°F) PP-1 GRUNDFOS UPS 15-29 SU/LC STAINLESS STEEL DHW CIRCULATOR W/ DIGITAL TIMER AND AQUASTAT 2.0 9.0 120°1. INTEGRAL DISCONNECTS AND OVERLOADS 2. INTEGRAL OVERLOADS 3. SINGLE POINT CONNECTION 4. PROVIDE RECEPTACLE 5. INDOOR UNIT POWERED BY OUTDOOR UNIT 6. DUCT SMOKE DETECTOR REQUIRED - FURNISHED AND WIRED BY DIV 26, INSTALLED BY DIV 23. NOTES: CONT INT KH LS MS OS T TC UC N/A CONTINUOUS OPERATION INTEGRAL INTERLOCK WITH KITCHEN HOOD LOW-VOLTAGE MANUAL SWITCH MANUAL SWITCH OCCUPANCY SENSOR THERMOSTAT TIME CLOCK UNIT CONTROLLER NOT APPLICABLE 22/22 22/26 23/23 23/26 26/26 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 22 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 23 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 26, WIRED BY DIV. 26 CONTROL TYPE:DIVISION OF RESPONSIBILITIES: MEP COORDINATION SCHEDULE MARK DESCRIPTION ELECTRICAL DATA CONTROL NOTESLOAD MOCP VOLT-PHASE TYPE DIV DSP-1 GARBAGE DISPOSAL 1.25 HP - 120-1 MS 26/26 4 DWH-1 DOMESTIC WATER HEATER 4500 W - 240-1 UC 22/22 EF-1 EXHAUST FAN 0.25 A - 120-1 CONT 26/26 EH-1 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-2 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-3 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-4 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 EH-5 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 ERV-1 ENERGY RECOVERY VENTILATOR 15 MCA 15 A 120-1 TC 23/23 EWC-1 ELECTRIC WATER COOLER 5 FLA - 120-1 UC 22/22 FC-1 FAN COIL 140.6 MCA 150 A 208-1 T 23/23 3,6 HP-1 HEAT PUMP 36.9 MCA 50 A 208-1 UC 23/23 PP-1 RECIRCULATION PUMP 44 W - - 120-1 TC 22/22 VENT - IN UNCONDITIONED ATTIC V SCHEDULE 40 PVC 1" YES VENT V SCHEDULE 40 PVC NONE - - SANITARY SEWER SAN SCHEDULE 40 PVC NONE - - CONDENSATE - GRAVITY CND SCHEDULE 40 PVC NONE - - DOMESTIC HOT WATER - EXPODED TO VIEW DHW/DHWR 'L' COPPER 1/2" NO DOMESTIC HOT WATER - CONCEALED DHW/DHWR PEX-A 1/2" NO DOMESTIC HOT WATER - BELOW GRADE DHW/DHWR PREINSULATED PEX-A 1" HDPE JACKET DOMESTIC COLD WATER - EXPOSED TO VIEW DCW 'L' COPPER 1/2" YES DOMESTIC COLD WATER - CONCEALED DCW PEX-A NONE - - DOMESTIC COLD WATER - BELOW GRADE DCW PEX-A NONE - - SYSTEM ABBREV PIPE MATERIAL INSULATION VAPOR BARRIER NOTE: 1. INSULATION THICKNESS IS BASED ON A CONDUCTIVITY NOT EXCEEDING 0.27 BTU • INCH / (HR • FT² • °F) 2. PIPE INSULATION TO BE GLASS FIBER OR FLEXIBLE ELASTOMERIC AT THE CONTRACTOR'S DISCRETION. 3. PROVIDE ALL-SERVICE JACKET ON INSULATED PIPE. 4. PLASTIC PIPE SHALL NOT BE INSTALL WITHIN THE FIRST 18" OF A WATER HEATER. 5. COPPER PIPE FITTINGS TO BE SWEAT OR PRESS SEAL. 6. PEX PIPE FITTINGS TO BE COLD EXPANSION WITH REINFORCING RINGS. 7. PVC PIPE FITTINGS TO UTILIZE SOLVENT JOINTS. PLUMBING PIPE SCHEDULE 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON INTERIOR FLOOR CLEANOUTEXTERIOR CLEANOUT (LIGHT TRAFFIC AREA) FINISHED FLOOR PIPE EXTENSION SAME SIZE AS SEWER UP TO 4" DIA. 6" THICK BY 18" SQUARE CONCRETE PAD "CO" TO BE CAST IN COVER GRADE OR PAVING CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED LONG SWEEP 1/4 BEND OR COMBINATION WYE & 1/8 BEND. (USE REDUCING TYPE WHERE REQUIRED) BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED SE E P L A N S PREFABRICATED FLASHING BOOT WITH MEMBRANE COLLAR STAINLESS STEEL CLAMP -TRIM EXCESS TRANSITION TO MINIMUM 3"ø VTR LOCATE TRANSITION MINIMUM 12" BELOW ROOF DECK HOLE THROUGH ROOF DECK APPLY WEATHER SEALANT AT INTERFACE FASTEN FLASHING BOOT TO ROOF ATTIC TRUSS -12" MIN NOTES: 1. ALL PIPING WITHIN 18" OF WATER HEATER TO BE COPPER TYPE 'L'. 2. PROVIDE WATER HEATER DRAIN PAN AND SCH. 40 PVC DRAIN PIPE TO NEAREST FLOOR SINK. 3/4" DHWR UNION -TYP STRAP-ON THERMOSTAT TO CONTROL PUMP RECIRC. PUMP (PP-1) 1" DCW EXPANSION TANK (PET-1) CHECK VALVE -TYP THERMOMETER -TYP DRAIN VALVE ASME T&P RELIEF VALVE - ROUTE TYPE 'L' FULL SIZE TO DRAIN RECEPTOR DRAIN PAN (SEE NOTE 2) 1" DHW 1" D C W HOUSEKEEPING PAD ISOLATION VALVE -TYP T T DWH-1 P 1" ø D C W W P 1" REDUCED PRESSURE BACKFLOW PREVENTOR (BFP-1) ISOLATION VALVE -TYP PIPE AIR GAP TO FLOOR SINK PRESSURE GAUGE -TYP WATER METER (BY UTILITY) STRAINER TO FIXTURES SEE UNDERSLAB PLAN TRANSITION TO INDOOR PIPE MATERIAL 1-0" AFF REFER TO ARCHITECTURAL DRAWINGS FOR PENETRATION SEALING DETAILS. DH W DC W -BRANCH LINE, <6" ROUTE DHW DOWN WALL ROUTE DHW/DHWR UP WALL AFTER FIXTURE -SEE PLANS DCW ROUTED DIRECTLY TO WATER STOP DH W OR DH W R VENT UP TO CEILING SPACE SANITARY DOWN BELOW GRADE SINK / LAVATORY FROM BUILDING TO SEWER MAIN FINISH GRADE RISER PIPE 45 DEGREE ELBOW -TYP CLEAN OUT TO GRADE -SEE CIVIL SITE PLAN TWO-WAY CLEANOUT FITTING SEE SITE CIVIL PLANS FOR INVERT ELEVATION SEE SITE UNDERSLAB PLUMBING PLAN FOR INVERT ELEVATION ≥1' - 0 " MAINTAIN AT LEAST 12" OF SEPERATION BETWEEN BOTTOM OF FOOTING AND TOP OF PIPE STEM WALL -TYP FOOTING -TYP DRAINAGE PIPE BELOW FOOTING DRAINAGE PIPE ABOVE FOOTING SLAB -TYP CAST DRAINAGE PIPE INTO STEM WALL -COORDINATE INSTALLATION WITH GC AND STRUCTURAL DRAWINGS ROUTE PIPE DIRECTLY AWAY FROM STEM WALL, BELOW SLAB AND ABOVE DROPPED FOOTING 3" 27 " M I N 9" M I N 8" MIN KNEE CLEARANCE 6" MAX TOE CLEARANCE DISPOSER -VERIFY DIMENSIONS DO NOT EXCEED 8-1/4"Ø x 12-1/4"H ADA SINK WITH REAR OFFSET DRAIN VERIFY SINK DIMENSIONS PRIOR TO ORDERING -TYP 34 " M A X 17" MIN 17" 5" 5" edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.3 PLUMBING DETAILS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.2 SEWER LINE CLEANOUT DETAIL N.T.S.4 VENT THRU ROOF DETAIL N.T.S.1 WATER HEATER SCHEMATIC N.T.S.6 WATER SERVICE ENTRANCE N.T.S.5 DHW BRANCH PIPE LENGTH 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON N.T.S.3 BUILDING SEWER SERVICE DETAIL N.T.S.7 FOOTING PENETRATION DETAIL N.T.S.8 ADA SINK WITH DISPOSER DETAIL 1 2 3 4 5 A B C D E F G H I I.E. = -2'-6" FD-1 WC-1 L-1 FD-1 WC-1 L-1 EWC-1 MS-1 FS-1 S-1 1" DCW 1" DCW UP 2" SAN 2" SAN 3/4" DCW UP 3/4" DHW UP 3/4" DHWR UP 3/4" DCW UP 3/4" DHW UP 3/4" DHWR UP 2 1 1 2.50' 14.75' 2" SAN 3" SAN 3/4" DCW UP WH-13/4" DCW UP 3 F.F.E. = 0'-0" 3" SAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.0 PLUMBING UNDERSLAB PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING UNDERSLAB PLAN -FIRST LEVEL1 KEY NOTES:# 1. REFER TO SITE CIVIL FOR CONTINUATION. 2. UNDERFLOOR DOMESTIC LINES FROM MECH ROOM TO RESTROOM TO BE CONTINUOUS PREINSULATED PEX PIPING WITH NO FITTINGS. 3. UNDERFLOOR DOMESTIC LINE FROM MECH ROOM TO WH-1 TO BE CONTINUOUS PEX PIPING WITH NO FITTINGS. A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 1 2 3 4 5 A B C D E F G H I 1 1/2" V DN 2" V DN S-1 CO FCO MS-1 WC-1 L-1 EWC-1 L-1 WC-1 3" VTR 1 1/2" V 1 1/2" V 2" V 2" V2P1.11 1/2" V DN 1 1/2" V DN 2" V DN PACKAGE ROOM 10 RESTROOM 8 RESTROOM 9 HALL 7 FITNESS CENTER 5 LOBBY 3 COMMUNITY CENTER 4 STORAGE/MECH 2 OFFICE/WORK ROOM 1 ECO DSP-1 2" V UP 2" V DN WC-1 FD-1 FD-1 WC-1 L-1 L-1 EWC-1 S-1 CO 1 1/2" V 1 1/2" V 2" V 2" V 3" VTR 2 " S A N 2 " S A N 2" SA N 3" SAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.1 PLUMBING DWV PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING DWV PLAN -FIRST LEVEL1 KEY NOTES:# 1. NOT USED...A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES N.T.S.2 3D DWV RESTROOM VIEW 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 3: 1 2 3 : 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 DS DS DS DS DS DSDS DS 1 2 3 4 5 A B C D E F G H I 3" VTR 3" VTR edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.2 PLUMBING PLAN - ROOF PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 KEY NOTES:# 1. NOT USED...A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES Community Building SCALE: 1/4" = 1'-0" PLUMBING PLAN -ROOF1 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 1 2 3 4 5 A B C D E F G H I DWH-1 MS-1 PET-11 1 PP-1 WC-1WC-1 L-1 L-1 EWC-1 S-1 6 P0.3 1 P0.3 1" DCW DN 3/4" DCW DN 3/4" DHW DN 3/4" DHWR DN 3/4" DCW DN 3/4" DHW DN 3/4" DHWR DN 1" DCW 1" DHW 1/2" DCW PACKAGE ROOM 10 RESTROOM 8 RESTROOM 9 HALL 7 FITNESS CENTER 5 LOBBY 3 COMMUNITY CENTER 4 STORAGE/MECH 2 OFFICE/WORK ROOM 1 OB-1 3/4" DCW WH-1 WH-1 3/4" DCW DN BFP-1 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P2.1 PLUMBING DOMESTIC PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING DOMESTIC PLAN -FIRST LEVEL1 KEY NOTES:# 1. PIPE(S) TO SERVE BACK-TO-BACK FIXTURES.A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E0.0C ABBREVIATIONSGENERAL NOTES ELECTRICAL LEGEND A F A B C D SDHD B E C D MOUNTING HEIGHTS DETAIL F E 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E0.1 “” ELECTRICAL SPECIFICATIONS - ALL SPECIFICATIONS INCLUDED IN ELECTRICAL SHEETS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E1.0 1.2 1.1 1.0 1.1 1.1 1.3 1.5 1.3 1.2 0.7 1.1 0.9 1.1 1.1 1.4 1.3 2.3 3.1 1.1 3.5 4.2 2.5 1.1 2.1 3.5 4.3 2.5 0.9 3.9 0.7 2.9 0.5 1.9 0.5 1.1 0.7 0.6 1.4 0.7 2.3 1.4 3.2 2.2 4.0 3.3 1.3 4.0 4.1 3.9 4.2 2.8 2.9 4.1 2.1 3.1 1.4 2.1 1.1 1.3 1.7 0.7 2.6 0.7 3.5 1.2 1.0 4.1 2.0 1.3 4.1 3.0 3.7 4.0 2.8 4.2 2.7 1.8 4.2 0.1 0.3 1.0 3.4 0.6 2.3 0.7 1.4 1.4 0.6 2.2 0.3 3.2 0.2 4.0 0.2 1.5 4.1 0.3 2.9 2.3 2.2 4.0 0.8 3.5 2.7 2.2 3.0 2.0 3.7 3.7 2.0 0.7 0.9 1.0 2.7 2.1 2.2 4.2 1.5 1.5 2.4 2.9 0.1 1.2 4.9 1.4 3.0 5.0 0.6 2.0 1.5 3.7 5.0 0.4 0.6 0.8 1.6 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 6.2 1.2 1.1 0.9 0.7 0.7 1.6 1.6 1.3 1.2 1.0 1.0 1.7 1.8 1.5 1.3 1.1 1.0 1.1 1.6 1.4 1.4 1.3 1.1 0.8 0.7 0.9 1.7 1.2 1.1 0.9 0.7 0.5 0.6 0.9 1.7 0.8 0.7 0.5 0.4 0.4 0.4 0.8 1.6 0.6 0.5 0.4 0.3 0.3 0.4 0.7 1.4 2.0 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.6 1.0 1.3 0.8 0.7 0.5 0.3 0.2 0.3 0.4 0.6 0.8 0.9 1.4 1.0 0.6 0.3 0.2 0.3 0.4 0.6 0.9 1.0 2.2 1.4 0.7 0.3 0.2 0.2 0.4 0.6 1.1 1.6 2.9 1.6 0.7 0.3 0.2 0.2 0.3 0.7 1.4 2.3 1.7 0.7 0.3 0.2 0.2 0.3 0.7 1.6 2.9 2.9 1.6 0.7 0.4 0.2 0.2 0.3 0.7 1.7 2.2 1.5 0.7 0.4 0.3 0.2 0.3 0.7 1.5 2.8 1.7 1.3 0.8 0.4 0.3 0.3 0.4 0.7 1.3 2.0 1.4 1.3 0.8 0.4 0.3 0.3 0.4 0.6 1.0 1.3 1.7 1.3 0.8 0.4 0.3 0.3 0.4 0.6 0.8 0.9 2.4 1.5 0.7 0.4 0.3 0.3 0.4 0.6 0.9 1.0 3.0 1.6 0.7 0.3 0.2 0.2 0.3 0.6 1.1 1.6 1.7 0.7 0.3 0.2 0.2 0.3 0.7 1.4 2.3 2.8 1.5 0.7 0.3 0.2 0.2 0.3 0.7 1.5 2.9 2.0 1.3 0.7 0.3 0.2 0.2 0.3 0.7 1.6 1.3 1.0 0.6 0.3 0.2 0.2 0.3 0.7 1.5 2.8 0.9 0.8 0.6 0.4 0.2 0.2 0.3 0.6 1.3 2.0 1.0 0.9 0.6 0.4 0.2 0.2 0.3 0.5 0.9 1.2 1.6 1.1 0.6 0.3 0.2 0.2 0.2 0.4 0.5 0.6 2.3 1.4 0.7 0.3 0.2 0.2 0.2 0.2 0.3 0.3 2.9 1.6 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 1.7 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 2.9 1.6 0.7 0.4 0.2 0.2 0.1 0.1 0.3 0.5 2.1 1.4 0.8 0.4 0.3 0.2 0.2 0.3 1.4 1.2 0.9 0.6 0.4 0.3 0.3 0.5 0.8 1.0 1.0 0.9 0.7 0.6 0.5 0.6 1.2 1.2 1.1 1.0 0.8 0.7 1.1 1.3 1.4 1.3 1.3 1.0 1.1 1.4 1.7 1.8 1.5 1.2 1.2 1.2 1.6 1.5 1.2 1.1 1.2 1.0 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 3.1 3.1 3.1 3.1 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 STORAGE/MECH MOP SINK OFFICE/WORK ROOM LOBBY COMP STATIONS/ HOMEWORK COMMUNITY CENTER RESTROOM RESTROOM FITNESS CENTER HALL PACKAGE ROOM BY OWNER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E2.5C 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E3.0C APPENDIX C: AERIAL PHOTOGRAPHS Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials Appendix B-Aerials APPENDIX D: HISTORIC TOPOS Project Property: Project No: Requested By: Order No: Date Completed: Aster Place SWC S Battlement Pkwy & Stone Quarry Rd PARACHUTE CO 81635 25-486627.1 Partner Engineering and Science, Inc. 25031301365 March 14, 2025 Topographic Map Symbology for the maps may be available in the following documents: Pre-1947 1947-2009 2009-present Topographic Maps included in this report are produced by the USGS and are to be used for research purposes including a phase I report. Maps are not to be resold as commercial property. No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc.(in the US) and ERIS Information Limited Partnership (in Canada), both doing business as 'ERIS', using Topographic Maps produced by the USGS. This maps contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report. Page 223 of 1918 Topographic Instructions Page 130 of 1928 Topographic Instructions Topographic Map Symbols US Topo Map Symbols We have searched USGS collections of current topographic maps and historical topographic maps for the project property. Below is a list of maps found for the project property and adjacent area. Maps are from 7.5 and 15 minute topographic map series, if available. Year Map Series 1929 15 1962 7.5 2013 7.5 2016 7.5 2019 7.5 1929 Source: USGS 15 Minute Topographic Map Order No. 25031301365 0 0.25 0.50.125 Miles Grand Valley, CO ¯ Quadrangle(s): (1-1962)Aerial Photo Year: 19601962 Source: USGS 7.5 Minute Topographic Map Order No. 25031301365 0 0.25 0.50.125 Miles Grand Valley, CO(1-1962) ¯ Quadrangle(s): 2013 Source: USGS 7.5 Minute Topographic Map Order No. 25031301365 0 0.25 0.50.125 Miles Parachute, CO ¯ Quadrangle(s): 2016 Source: USGS 7.5 Minute Topographic Map Order No. 25031301365 0 0.25 0.50.125 Miles Parachute, CO ¯ Quadrangle(s): 2019 Source: USGS 7.5 Minute Topographic Map Order No. 25031301365 0 0.25 0.50.125 Miles Parachute, CO ¯ Quadrangle(s): APPENDIX E: FILE SEARCH RESULTS (CONFIDENTIAL) Copyright:© 2013 National Geographic Society, i-cubed PROJECT NUMBER: 25-487627 .3FILE NAME: Aster Place SOURCES: ESRI, Field Data SCALE: DATE: 7/3/2025 DRAWN BY:mmacko Figure X- File Search Res ults ¹ 0 2,000 4,000 6,000 8,0001,000 Feet 1 inch = 2,500 feet Note:Coordinate System: WGS 1984 Web Mercator Auxiliary SphereProjection: Mercator Auxiliar y SphereDatum: WGS 1984False Easting: 0.0000False Northing: 0.0000Central Meridian: 0.0000Standard Parallel 1: 0.0000Auxiliary Sphere Type: 0.0000Units: Meter Legend One-Mile BufferSubject PropertyResourcesSurveys 794 123809810 807808776 126 995996 125134 136 785 463 786 137 780 185 792 788 787 122 Tribal Directory Assessment Information Contact Information for Tribes with Interests in Garfield County, Colorado Tribal Name County Name Apache Tribe of Oklahoma Garfield Fort Belknap Indian Community of the Fort Belknap Reservation of Montana Garfield Shoshone-Bannock Tribes of the Fort Hall Reservation Garfield − Contact Name Title Mailing Address Work Phone Fax Number Email Address URL Matthew Tselee Chairman PO Box 1330, Anadarko, OK - 73005 (405) 247-9493 (405) 247-2763 matthew.tselee@ apachetribe.org http://www.apach etribe.org/ − Contact Name Title Mailing Address Work Phone Fax Number Email Address URL Michael Blackwolf THPO 656 Agency Main Street, Harlem, MT - 59526 406-353-2295 406-353-2240 mblackwolf@ftbe lknap.org http://www.ftbelk nap.org/ Jeffery Stiffarm President 158 Tribal Way, Harlem, MT - 59526 (406) 353-2205 (406) 353-2797 jeffery.stiffarm@ft belknap.org http://www.ftbelk nap.org/ − Contact Name Title Mailing Address Work Phone Fax Number Email Address URL Lee Tyler Chairman Agency Building 82 1 Pima Drive, Fort Hall, ID - 83203 (208) 478-3700 (208) 237-0797 ltyler@sbtribes.c om Carolyn Smith Cultural Resources Coordinator PO Box 306, Fort Hall, ID - 83203 (208) 236-1086 csmith@sbtribes. com 1 - 3 of 3 results 10«‹1 ›» Approx. Location of Subject Property APPENDIX L: NOISE ASSESSMENT NOISE ASSESSMENT Aster Place SWC South Battlement Parkway & Stone Quarry Road Parachute, Colorado 81635 Report Date June 30, 2025 HUD Program: Project-Based Voucher Partner Project No. 25-486627.2 Prepared for: Lincoln Avenue Communities Santa Monica, California 90401 www.PARTNEResi.com June 30, 2025 Mr. Rusty Snow Lincoln Avenue Communities 401 Wilshire Boulevard, Floor 1100 Santa Monica, California 90401 Subject:Noise Assessment Aster Place SWC South Battlement Parkway & Stone Quarry Road Parachute, Colorado 81635 Partner Project No. 25-486627.2 Dear Mr. Snow: Partner Assessment Corporation (Partner) has completed a Noise Assessment for the property listed above (“subject property”) in general accordance with HUD guidelines, as specified in “The Noise Guidebook”. According to these guidelines, the subject property was assessed to determine whether it is located within 1,000 feet of a roadway with available traffic data; within 3,000 feet of a railroad; or within 15 miles of a civil airport or military airfield. The acceptability of noise for the HUD criteria calls for a day-night average sound level (DNL) of 65 decibels or less. Any DNL above 75 decibels is deemed unacceptable. DNL values between 66 and 75 decibels may be acceptable through engineering adjustments to the subject property. The noise assessment is based on site plan(s) and this report outlines (1) the 10-year projected noise levels for the subject property; (2) noise assessment location (NAL) points and (3) noise barriers, when applicable. Online HUD calculations providing visual indications of DNL currently affecting the subject property have been prepared and are included in the appendices herein. Furthermore, additional supporting documentation (i.e. published traffic county information, client provided documentation, etc.) utilized in preparing the noise calculations are also included in the appendices. Prepared By: Jackelyn Goldschmidt Ashley Keesling HUD NEPA Professional HUD NEPA Professional Reviewed By: Allyson Shaw Senior Author More Than Just Assessments.Solutions. www.PARTNEResi.com EXECUTIVE SUMMARY Partner has performed a Noise Assessment in conformance with the scope and limitations as detailed in the “The Noise Guidebook” and HUD MAP Guide, dated December 18, 2020 (effective March 18, 2021), for the property located at SWC South Battlement Parkway & Stone Quarry Road in Parachute, Garfield County, Colorado 81635 (the “subject property”). Project Description The subject property is currently unimproved vacant land consisting of 6.38 acres. No onsite operations are present. The subject property will consist of two, split two- and three-story multi-family buildings (NALs #1-3) and one, single-story community building. In addition to the subject buildings the proposed project will also include a playground (NAL#4) located on the northeast corner of the buildings. Locations of the proposed noise sensitive uses (buildings and gathering areas) are located within the attached Site Plan. Site topography was noted during Partner’s onsite assessment activities on April 2, 2025. In addition, the 2022 United States Geological Survey (USGS) Parachute, Colorado Quadrangle 7.5-minute series topographic map was reviewed for this assessment. According to the contour lines on the topographic map, the subject property is located at approximately 5,407 feet above mean sea level (MSL). The contour lines in the area of the subject property indicate the area is sloping gently towards the west-northwest. Site topography is not considered a mitigant from the surrounding noise sources. SITE ACCEPTABILITY STANDARDS Hud Acceptability Category Day-night average sound level (dB) Acceptable Less than 65 Normally Unacceptable Between 65 and 75 Unacceptable Above 75 Attenuation Required Calculator: https://www.hudexchange.info/stracat/ Per the HUD guidelines, a total 10-year day-night sound level (DNL) was calculated for multiple noise assessment locations (NALs), as depicted on the attached site plan, combining roadways with available traffic data within 1,000 feet; railways within 3,000-feet; and airports/military airfields within a 15-mile radius of the subject property, where applicable.The following table summarizes the calculated noise levels for the combined noise sources, as well as the minimum attenuation required for elevated interior noise when June 30, 2025 25-486627.2 utilizing the HUD Sound Transmission Classification Assessment Tool (STraCAT), where applicable, accounting for the 3-dB margin of error as stipulated in the HUD Noise Guidelines: 10-YEAR NOISE CALCULATIONS (COMBINED) NAL Combined Projected Noise Level (dB) Hud Acceptability Category Attenuation Required (dB) 1 68 Normally unacceptable 26 2 68 Normally unacceptable 26 3 65 Acceptable No attenuation required 4A < 65 Acceptable N/A (exterior area) A = Playground Recommendation: Based on the “Normally Unacceptable” noise levels for the proposed northern tenant structure (NALs #1- 2), completion of the HUD Sound Transmission Classification Assessment Tool (STraCAT) should be conducted to evaluate the interior noise levels for the subject property. The STraCAT determines interior noise levels combining wall systems, windows and doors, which assists in choosing construction materials to reduce interior noise levels. June 30, 2025 25-486627.2 TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................................ 3 TABLE OF CONTENTS .................................................................................................................................. 5 1.0 PROJECT INFORMATION ................................................................................................................ 6 1.1 Existing Property Conditions ................................................................................................................................................. 6 1.2 Surrounding Property Conditions .......................................................................................................................................... 6 1.3 Site and Surrounding Topography ........................................................................................................................................ 6 1.4 Proposed Property Conditions .............................................................................................................................................. 6 2.0 NOISE SOURCE DATA INFORMATION ........................................................................................... 8 2.1 Roadway Data Assessment .................................................................................................................................................. 8 2.2 Railway Data Information ................................................................................................................................................... 10 2.3 Airport Data Information ..................................................................................................................................................... 11 3.0 NOISE SOURCE TRAFFIC CALCULATIONS .................................................................................... 12 3.1 Roadway 10-Year Noise Calculations ............................................................................................................................... 12 3.2 Railway Noise Calculations ................................................................................................................................................ 12 3.3 Airport Noise Summary ....................................................................................................................................................... 12 4.0 BARRIER PERFORMANCE MODULE .............................................................................................. 13 5.0 NOISE CALCULATION RESULTS .................................................................................................... 14 5.1 10-Year Noise Calculations (Total Noise) ......................................................................................................................... 14 6.0 RECOMMENDATIONS ................................................................................................................... 15 7.0 LIMITATIONS ................................................................................................................................. 16 FIGURES ...................................................................................................................................................... 17 APPENDIX A: SITE PLANS ......................................................................................................................... 18 APPENDIX B: ROADWAY SUPPORTING DATA ........................................................................................ 19 APPENDIX C: RAILWAY SUPPORTING DATA .......................................................................................... 20 APPENDIX D: AIRPORT SUPPORTING DATA .......................................................................................... 21 APPENDIX E: HUD 10-YEAR DAY-NIGHT NOISE LEVEL CALCULATIONS .............................................. 22 APPENDIX F: BARRIER PERFORMANCE MODULE ................................................................................... 23 1.0 PROJECT INFORMATION 1.1 Existing Property Conditions The subject property is currently unimproved vacant land consisting of 6.38 acres. No onsite operations are present. 1.2 Surrounding Property Conditions The area surrounding the subject property consists of the following: ADJOINING PROPERTIES Direction Land Use/Occupant North:Willow Park Apartments (1230 West Battlement Parkway) across South Battlement Parkway Northeast:US West Communications (1536 South Battlement Parkway) across intersection of South Battlement Parkway and Stone Quarry Road East:Maverik Adventure's First Stop (10 Stone Quarry Road) across Stone Quarry Road Southeast:Grand Valley Fire Protection District (124 Stone Quarry Road) across Stone Quarry Road South:Dollar General (119 Stone Quarry Road) and condominiums (31-119 Angelica Circle) Southwest:Condominiums (69-77 Bryan Loop) across Battlement Creek Trail West:Vacant land across Battlement Creek Trail A copy of the most recent Site Map is included within the attachments of this report. 1.3 Site and Surrounding Topography Site topography was noted during Partner’s onsite assessment activities on April 2, 2025. In addition, the 2022 United States Geological Survey (USGS) Parachute, Colorado Quadrangle 7.5-minute series topographic map was reviewed for this assessment. According to the contour lines on the topographic map, the subject property is located at approximately 5,407 feet above mean sea level (MSL). The contour lines in the area of the subject property indicate the area is sloping gently towards the west-northwest. Site topography is not considered a mitigant from the surrounding noise sources. Site topography is not considered a mitigant from the surrounding noise sources. A copy of the most recent topographic map is included within the attachments of this report. 1.4 Proposed Property Conditions The subject property will consist of two, split two- and three-story multi-family buildings (NALs #1-3) and one, single-story community building. In addition to the subject buildings the proposed project will also include a playground (NAL#4) located on the northeast corner of the buildings. Locations of the proposed noise sensitive uses (buildings and gathering areas) are located within the attached Site Plan. 2.0 NOISE SOURCE DATA INFORMATION 2.1 Roadway Data Assessment Roadways with published traffic counts were assessed within a 1,000-foot radius of the subject property. Roadways include the following: Stone Quarry Road, West Battlement Parkway, and Underwood Lane. See tables below for roadway specific information. STONE QUARRY ROAD Value Data Source Average Annual Daily Traffic (2024)7,160 Jill Cantway, Garfield County Road & Bridge Department Medium Truck %4%HUD default value Heavy Truck %4%HUD default value Nighttime %15%HUD default value Road Gradient %0%No steep grades observed Speed Limit (MPH)35 Speed limit obtained from Google Earth streetview Annual Growth Rate %2.257%Calculated based on the historic AADTs provided by Garfield County Road & Bridge Department 10-Year Projected Traffic Counts (2035) Car Count 8,420 Medium Truck Count 366 Heavy Truck Count 366 WEST/SOUTH BATTLEMENT PARKWAY Value Data Source Average Annual Daily Traffic (2024)6,577 Jill Cantway, Garfield County Road & Bridge Department Medium Truck %4%HUD default value Heavy Truck %4%HUD default value Nighttime %15%HUD default value Road Gradient %0%No steep grades observed Speed Limit (MPH)35 Speed limit obtained from Google Earth streetview Annual Growth Rate %2.962%Calculated based on the historic AADTs provided by Garfield County Road & Bridge Department 10-Year Projected Traffic Counts (2035) Car Count 8,342 Medium Truck Count 363 Heavy Truck Count 363 UNDERWOOD LANE Value Data Source Average Annual Daily Traffic (2024)60 Jill Cantway, Garfield County Road & Bridge Department Medium Truck %4%HUD default value Heavy Truck %4%HUD default value Nighttime %15%HUD default value Road Gradient %0%No steep grades observed Speed Limit (MPH)35 Speed limit obtained from Google Earth streetview Annual Growth Rate %3%*HUD default value 10-Year Projected Traffic Counts (2035) Car Count 76 Medium Truck Count 3 Heavy Truck Count 3 *Historical traffic data was available to calculate annual growth rate; however, the historic AADTs displayed a negative trend, which would result in an eventual AADT of 0. As such, the HUD default value was used. Projected AADTS were requested from the contact indicated above; however, based on their response, this data is not available for this roadway. Of note, none of the NALs have a direct line of sight to Underwood Lane and therefore it was not included within the noise calculations herein. A copy of the related traffic data outlined above, as well as communications for data requests, is included within the supporting documentation of this report. 2.2 Railway Data Information Railways were assessed within a 3,000-foot radius of the subject property. No railways were identified within a 3,000-ft radius of the subject property. 2.3 Airport Data Information Airports / airfields were assessed within a 15-mile radius of the subject property. No airports / airfields were identified within a 15-mile radius of the subject property. The nearest airport is Garfield County Regional Airport, which is located approximately 21 miles northeast. 3.0 NOISE SOURCE TRAFFIC CALCULATIONS 3.1 Roadway 10-Year Noise Calculations Partner assessed the 10-year projected noise levels at multiple noise assessment locations (NALs), as depicted on the attached site plan. The following table summarizes the calculated noise levels for each roadway, as applicable: 10-YEAR NOISE CALCULATIONS (ROADWAYS) NAL Stone Quarry Road West / South Battlement Parkway Effective Distance (ft) Calculated Noise Level (dB) Effective Distance (ft) Calculated Noise Level (dB) 1 459 57 99 67 2 212 62 109 66 3 140 65 No direct line of sight 4A 110 66 104 67 A = Playground 3.2 Railway Noise Calculations There are no railroad tracks within a 3,000-foot radius of the subject property. 3.3 Airport Noise Summary There are no airports or military airfields within a 15-mile radius of the subject property. 4.0 BARRIER PERFORMANCE MODULE According to HUD’s noise attenuation requirements that are outlined within HUD’s The Noise Guidebook (Chapter 4), when exterior noise levels are greater than 65dB, attenuation must be provided. There are three (3) basic methods to provide the noise attenuation required: 1.The use of barriers or berms 2.Site design 3.Acoustical construction The 10-year DNL for the proposed exterior area (playground) is 69 dB, which is considered to be “Normally Unacceptable” per HUD noise guidelines. While a revision to the project’s design is not considered feasible outside of the Normally Unacceptable noise area, a barrier is currently proposed for the proposed playground (NAL #4). As outlined within the provided playground detail (included in Appendix F), a barrier is proposed along the north and east margins of the proposed playground. The proposed barrier consists of a 6-foot-tall cedar privacy fence that is 121 feet long. The barrier is proposed to be at a height of six (6) feet. In order to complete HUD’s online Barrier Performance Module (BPM) calculations, the following variables were utilized: Based on the results of the BPM calculations, the reduction from the proposed barrier to Stone Quarry Road is -10.0595 dB. As such, the combined roadway/railroad DNL (no railroads were identified for the calculations) with the barrier reduction is 55.9405 dB (rounded to a whole number of 56 dB). Based on the results of the BPM calculations, the reduction from the proposed barrier to South Battlement Parkway is -10.0585 dB. As such, the combined roadway/railroad DNL (no railroads were identified for the calculations) with the barrier reduction is 56.9415 dB (rounded to a whole number of 57 dB). 6 feet 5’ (to centerline of noise source) 1’ 180 degrees = Stone Quarry Road: -8’ (Playground topo: 5,408’ – Stone Quarry Rd: 5,416’) = South Battlement Parkway:4’(Playground topo: 5,408’–Stone Quarry Rd: 5,404’) = Stone Quarry Road: 102’ = South Battlement Parkway:107’ 5.0 NOISE CALCULATION RESULTS 5.1 10-Year Noise Calculations (Total Noise) SITE ACCEPTABILITY STANDARDS Hud Acceptability Category Day-night average sound level (dB) Acceptable Less than 65 Normally Unacceptable Between 65 and 75 Unacceptable Above 75 Attenuation Required Calculator: https://www.hudexchange.info/stracat/ A total 10-year day-night sound level (DNL) was calculated for multiple noise assessment locations (NALs), as depicted on the attached site plan, combining roadways with available traffic data within 1,000 feet; railways within 3,000-feet; and airports/military airfields within a 15-mile radius of the subject property, where applicable.The following table summarizes the calculated noise levels for the combined noise sources, as well as the minimum attenuation required for elevated interior noise when utilizing the HUD Sound Transmission Classification Assessment Tool (STraCAT), where applicable, accounting for the 3-dB margin of error as stipulated in the HUD Noise Guidelines: 10-YEAR NOISE CALCULATIONS (COMBINED) NAL Combined Projected Noise Level (dB) Hud Acceptability Category Attenuation Required (dB) 1 68 Normally unacceptable 26 2 68 Normally unacceptable 26 3 65 Acceptable No attenuation required 4A < 65 Acceptable N/A (exterior area) A = Playground 6.0 RECOMMENDATIONS Based on the “Normally Unacceptable” noise levels for the proposed northern tenant structure (NALs #1- 2), completion of the HUD Sound Transmission Classification Assessment Tool (STraCAT) should be conducted to evaluate the interior noise levels for the subject property. The STraCAT determines interior noise levels combining wall systems, windows and doors, which assists in choosing construction materials to reduce interior noise levels. 7.0 LIMITATIONS Partner warrants the findings and conclusions contained herein were completed in general accordance with HUD guidelines, as specified in “The Noise Guidebook”. Partner believes the information obtained from the applicable agencies regarding obtained noise data is accurate and up to date. However, Partner cannot and does not warrant or guarantee the information provided by these other sources is accurate or complete. The conclusions and findings set forth in this report are strictly limited in time and scope to the date of the evaluations. This noise report consists of a two-dimensional assessment of the applicable noise sources and does not address topographic elevations or attenuation of existing barriers. Noise levels will be calculated utilizing the most recent reasonably ascertainable noise data available from local, state, and federal resources. The utilized aforementioned data is subject to availability from the agencies during the project timeline. Additional scopes of work not included within the scope of this noise assessment, include but not limited to the following: 65 dB or 75 dB line location determination, barrier attenuation calculations, Sound Transmission Classification Assessment Tool (STraCAT) calculations, Noise O&M Plan, Noise Waiver, etc. Civil Plan and/or architectural plan set(s) were provided to Partner for use herein. The plan set(s) are dated February 3, 2025. Updated Civil Plan and/or architectural plan set(s) may warrant a revision to the Noise Assessment outlined herein. Furthermore, updated plan set(s) may be warranted for Firm Commitment vs Pre-Application, which may result in revisions to the noise assessment outlined herein. FIGURES 1 SITE LOCATION MAP 2 SITE PLAN 3 TOPOGRAPHIC MAP FIGURE 1: SITE LOCATION MAP Project No. 25-486627.1 Drawing Not To Scale KEY: Subject Property FIGURE 2: SITE PLAN Project No. 25-486627.1 KEY: Subject Property GROUNDWATER FLOW South Battlement Parkway St o n e Q u a r r y R o a d Subject Property (5 Stone Quarry Road) Willow Park Apartments (1230 West Battlement Parkway) US West Communications (1536 South Battlement Parkway) Maverik Adventure's First Stop (10 Stone Quarry Road) Grand Valley Fire Protection District (124 Stone Quarry Road) Dollar General (119 Stone Quarry Road) Condominiums (69-77 Bryan Loop) FIGURE 3: TOPOGRAPHIC MAP Project No. 25-486627.1 USGS 7.5-Minute Parachute, Colorado Quadrangle Created: 2022 KEY: Subject Property APPENDIX A:SITE PLANS Site Plan with Noise So urces Legend 1000 ft N ➤➤ N Image © 2025 A ir bus Image © 2025 A irbus Image © 2025 A irbus W Batt l e m e n t P a r k w a y St o n e Q u a r r y R o a d Underwood Lane Stop Sign Stop Sign 65 dB range (~140 ft) 65 dB range (~124 ft) 3D IMAGE BUILDING B A0a COVER SHEET & PROJECT INFORMATION 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE LEGAL DESCRIPTION: ·LOT 47B, OF THE RESUBDIVISION OF LOT 47 VALLEY VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA P.U.D SITE INFO: ·SITE AREA:≈6.38 ACRES(277974.86 FT²) ·SITE ZONING: GARFIELD COUNTY, COLORADO : MDR ·MAX BUILDING HEIGHT: 36'-0" ·ACTUAL BUILDING HEIGHT:35'-11" ·PARKING PROVIDED 97 TOTAL (6 ACCESSIBLE SPACES) 1.5 SPACES PER DWELLING UNIT REQD. ·SETBACKS - FRONT SETBACK:35'-0" - REAR SETBACK:15'-0" - SIDE SETBACK:6'-0" ·BUILDING COVERAGE:SEE CIVIL DRAWINGS ·LANDSCAPE COVERAGE:SEE CIVIL DRAWINGS · COORDINATE WITH UTILITY PROVIDER AND THE LOCATION OF UTILITIES (BURIED OR OVERHEAD) AND PROVIDE NECESSARY SETBACK AND SAFETY MEASURES FOR CONSTRUCTION. BUIDING CODE INFO: BUILDING OCCUPANCY GROUP:R-2 CONSTRUCTION TYPE:TYPE VB FIRE SPRINKLER:NON SPRINKLERED NUMBER OF STORIES: MAXIMUM NOT SPECIFIED (3 ACTUAL) BUILDING HEIGHT: 36' MAX (35'-11" ACTUAL) SEISMIC DESIGN CATEGORY:B OR C – SEE IRC, FIGURE R301.2 (2) WIND SPEED:115 MPH (ULTIMATE DESIGN) WIND EXPOSURE:B OR C - SEE IRC, FIGURE R301.2.1.4 FROST DEPTH:36" - UP TO 7000 FT ELEVATION 42" - OVER 8000 FT ELEVATION WINTER DESIGN TEMPERATURE:MINUS 2 – UP TO 7000 FT. ELEVATION MINUS 16 – OVER 7000 FT. ELEVATION AIR FREEZING INDEX:2500° F DAYS – UP TO 7000 FT. ELEVATION 7000+ FT. ELEVATION – AS DETERMINED BY BO. SNOW LOAD:40 PSF UP TO 7000 FT. ELEVATION 50 PSF 7001 – 8000 FT. ELEVATION 75 PSF 8001 – 9000 FT. ELEVATION 100 PSF 9001–10000 FT. ELEVATION ASTER PLACE A NEW AFFORDABLE HOUSING DEVELOPMENT FOR: S BATTLEMENT PKWY & STONE QUARRY PARACHUTE GARFIELD COLORADO DEFERRED SUBMITTALS: DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. 1.ROOF TRUSSES 2.FLOOR TRUSSES 3.FIRE ALARM 4.FIRE SUPPRESSION – NFPA 13R 5.LANDSCAPE IRRIGATION LAYOUT 6.FOR DESIGN, PROVIDE AND INSTALL MONUMENT SIGN - INCLUDING PERMIT ALL CONSTRUCTION IN ASSOCIATION WITH THIS PROJECT SHALL COMPLY WITH THE CITY/COUNTY & STATE ADOPTED CODES LISTED BELOW: ·2015 IBC ·2015 IRC ·2015 IFC ·2015 IFGC ·2015 IMC ·2015 IPC ·2018 IECC OWNER TEAM: LINCOLN AVENUE CAPITAL ADDRESS: 401 WILSHIRE BLVD, 11TH FLOOR, SANTA MONICA, CA 90401 CONTRACTOR TEAM: CMC GROUP, INC. ADDRESS: 2000 S COLORADO BLVD #10500, DENVER, CO 80222 ARCHITECT: ENCOMPASS DESIGN INC. CONTACT: JENNIFER CLARY PHONE: 406.540.4437 ADDRESS: 1535 LIBERTY LANE SUITE 110B MISSOULA MT 59808 STRUCTURAL ENGINEER: DCI ADDRESS: 1060 FOWLER AVE. #202, BOZEMAN, MT 59718 ELEC. ENGINEER: DC ENGINEERING ADDRESS: 440 EAST CORPORATE DRIVE, SUITE 103|MERIDIAN, IDAHO 83642 MECH. ENGINEER: MORRISON MAIERLE ADDRESS:172 TIMBERWOLF PKWY KALISPELL, MT 59901 PLUMB. ENGINEER: MORRISON MAIERLE ADDRESS:172 TIMBERWOLF PKWY KALISPELL, MT 59901 GOVERNING CODES:DIRECTORY:PROJECT STATISTICS: IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SECURE THE JOB SITE. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND REMODELING ACTIVITIES AS REQUIRED PER TABLE THIS SHEET. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. VICINITY MAP: 3D IMAGE: PROJECT SITE - SITE ADDRESS: S BATTLEMENT PKWY & STONE QUARRY PARACHUTE GARFIELD COLORADO - LEGAL ADDRESS: APN 240718121002 (39.440640, -108.031645) DOLLAR GENERAL S BATTLMENT PKWY ST O N E Q U A R R Y R D ABBREVIATIONS: A. AREA A.B. ANCHOR BOLT AHJ AUTHORITY HAVING JURISDICITION A.F.F.ABOVE FINISH FLOOR ALT. ALTERNATE ALUM. ALUMINUM A/V AUDIO VISUAL UNIT B.B. BASE BOARD BLD'G BUILDING BLK'G BLOCKING BM. BEAM BOTT. BOTTOM BRG. BEARING CAB. CABINET CLG. CEILING C.J. CONSTRUCTION JOINT C.L. CENTER LINE CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS CSCI CONTRACTOR SUPPLY/ CONTRACTOR INSTALL DIA. DIAMETER DIM. DIMENSION DIV. DIVISION DN. DOWN DR.DOOR DTL.DETAIL D.W.DISH WASHER EA.EACH E.J.EXPANSION JOINT ELEC. ELECTRICAL EL.ELEVATION EQ.EQUAL EXIST.EXISTING EXT.EXTERIOR FURN FURNACE F.D.FLOOR DRAIN FND.FOUNDATION F.F. FINISH FLOOR F.O.S.FACE OF STUD FTG.FOOTING FRP FIBERGLASS REINFORCED PANEL FIN.GAUGE GALV. GALVANIZED G.D.GARBAGE DISPOSAL G.F.I.GROUND FAULT INTERRUPTER G.L.B.GLUE LAMINATED BEAM GR.GRADE GYP.GYPSUM H.C.HOLLOW CORE HDR.HEADER HDW.HARDWARE H.M.HOLLOW METAL HORIZ.HORIZONTAL HT.HEIGHT H.W.HOT WATER I.B.C. INTERNATIONAL BUILDING CODE I.D.INSIDE DIAMETER INSUL.INSULATION INT.INTERIOR JNT.JOINT JST.JOIST KD KNOCK DOWN MTL. MATERIAL MAS.MASONRY MAX.MAXIMUM M.B.MACHINE BOLT M.E.METAL EDGE MECH.MECHANICAL MIN.MINIMUM MISC.MISCELLANEOUS MTL.METAL NO.NUMBER N.T.S NOT TO SCALE O.C.ON CENTER O.D.OUTSIDE DIAMETER OPNG.OPENING OPP.OPPOSITE O.S.C.I.OWNER SUPPLY / CONTRACTOR INSTALL O.S.O.I.OWNER SUPPLY / OWNER INSTALL P.C.PULL CHAIN PL.PLATE PLUMB.PLUMBING PLYWD.PLYWOOD P.S.I.POUNDS PER SQUARE INCH P.S.F.POUNDS PER SQUARE FOOT QTY.QUANTITY R.RISER RAD.RADIUS REF.REFRIGERATOR REIN.REINFORCING REQ'D.REQUIRED REV.REVISION RM.ROOM R.O. ROUGH OPENING R&S ROD & SHELF S.C. SOLID CORE SD SMOKE DETECTOR SEC.SECTION SHT.SHEET SIM.SIMILAR SPEC.SPECIFICATION SQ.SQUARE S.S.STAINLESS STEEL STD STANDARD SUSP.SUSPENDED SYM.SYMMETRICAL T&G TONGUE & GROOVE THK.THICK THKND.THICKENED T.O.FTG.TOP OF FOOTING T.O.F.TOP OF FLOOR T.O.S.TOP OF SLAB T.O.W.TOP OF WALL T.S.TUBE STEEL TYP.TYPICAL VERT.VERTICAL V.B.VINYL BASE W WASHER WD.WOOD WDO.WINDOW W.P WATER PROOF GENERAL PROJECT NOTES: A.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO ENCOMPASS. USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.PLANS AND SPECIFICATIONS ARE TO BE TAKEN AS ONE DOCUMENT. ITEMS INCLUDED IN ONE AND NOT IN THE OTHER SHALL BE CONSIDERED AS IF IN BOTH. WHERE A CONFLICT EXISTS BETWEEN PLANS AND SPECIFICATION THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. C.ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, AND SUPERVISION TO PERFORM THE WORK AND CONSTRUCTION FOR THE PROJECT AS INDICATED IN THESE DOCUMENTS AND THE SPECIFICATIONS. D.THE DESIGN, ADEQUACY AND SAFETY OF ERECTING BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY AN ENGINEER. E.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF WALLS AND FINISH MATERIALS. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH ALL TRADES. F.GENERAL CONTRACTOR TO PROVIDE SECURITY AND PROTECTION FACILITIES THAT INCLUDE, BUT ARE NOT LIMITED TO; BARRICADES, WARNING SIGNS AND LIGHTING PROTECTION DURING ALL PHASES OF THE PROJECT. G.ALL MATERIALS & FINISHES ARE TO BE AS SPECIFIED, OR APPROVED EQUAL, SEE SPECS. H.SUBSTITUTIONS SHALL BE BY APPROVAL PRIOR TO THE BID; SEE SUBSTITUTION REQUEST SPECIFICATION. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT/OWNER PRIOR TO COMMENCING WITH ANY FABRICATION AND/OR INSTALLATION. I.PROVIDE (1) YEAR WARRANTY FOR ALL WORKMANSHIP. J.PRIOR TO BEGINNING ANY WORK, CONTRACTOR TO OBTAIN ALL PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR OCCUPANCY BY TENANT U.N.O. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODE, LAWS, RULES, AND REGULATIONS OF ALL CONSTITUTED AUTHORITIES HAVING JURISDICTION. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE APPLICABLE BUILDING CODES IDENTIFIED ON CODE PLANS. K.CONTRACTOR SHALL FURNISH OWN TRASH DISPOSAL AS WELL AS A CONSTRUCTION WASTE MANAGEMENT PLAN. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED AND AS MANY OF THE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT PLAN FOR THIS CONTRACT. WHICH INCLUDES BUT IS NOT LIMITED TO, CONCRETE, ASPHALT AND WOOD. L.CONTRACTOR SHALL BE HELD LIABLE FOR ALL DAMAGE TO THE PROPERTY, BUILDING AND ALL "EXISTING" ELEMENTS BY HIS/HER PERSONNEL OR SUBCONTRACTORS. ANY DAMAGE SHALL BE REPORTED TO ENCOMPASS IMMEDIATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ITEMS TO ITS ORIGINAL CONDITION. M.THE CONTRACTOR SHALL FOLLOW SIZES AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SHALL FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS. DO NOT SCALE THE DRAWINGS. N.WHERE IT IS OBVIOUS THAT A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN WORK OR OF A NUMBER OF ITEMS, THE REMAINDER SHALL BE DEEMED REPETITIVE AND SO CONSTRUCTED. O.THE USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL PROJECT SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ANY PUBLICATION, REUSE OR REPRODUCTION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. OWNERSHIP AND TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF ENCOMPASS DESIGN INC.. VISUAL CONTACT WITH THESE PLANS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. P.ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS WITHIN THESE DOCUMENTS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY AFFECTED WORK. Q.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF OTHER TRADES, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, LANDSCAPE, ACOUSTIC, PLUMBING AND STRUCTURAL COMPONENTS AS WELL AS THOSE ITEMS SUPPLIED BY THE OWNER. GENERAL CONTRACTORS AND SUBCONTRACTORS TO BRING ANY OMISSIONS OR CONFLICTS TO THE ATTENTION OF ENCOMPASS PRIOR TO BID FOR APPROPRIATE RESOLUTION. R.THESE DOCUMENTS ARE THE PROPERTY OF ENCOMPASS AND ARE NOT TO BE REPRODUCED OR COPIED. THESE DRAWINGS ARE TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT. S.THESE DOCUMENTS REPRESENT THE DESIRED RESULT OF CONSTRUCTION. THE METHODS OF SUCH CONSTRUCTION AND THE ASSOCIATED RISKS INVOLVED SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. T.DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION OR MFR INSTALLATION INSTRUCTIONS. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE DESIGN FOR THE PROJECT AND ARE TO BE INCLUDED AS PART OF A BID. THE CONTRACTOR IS EXPECTED TO USE QUALITY & ACCEPTABLE INDUSTRY STANDARDS OF CONSTRUCTION, PRACTICES AND TECHNIQUES. U.SEE CIVIL DRAWINGS FOR GRADING, BOUNDARY LINES, EASEMENTS, FINISH FLOOR ELEVATIONS, AND HARDSCAPE DESIGN. V.SEE LANDSCAPE DRAWINGS FOR PLANTING LAYOUT. W.CONTRACTOR RESPONSIBLE FOR CALLING LOCATES PRIOR TO COMMENCEMENT OF WORK, ALL SHOWN GRAPHICALLY. X.COORDINATE ALL WORK w/ GEOTECH REPORT. PROTECTION OF PEDESTRIANS: ALTERNATES: FOR ALL PROJECT ALTERNATES CORRESPONDING TO THIS PROJECT, IN IT'S ENTIRETY, SEE SPEC. ADDITIONAL LIST PROVIDED FOR PROJECT ALTERNATES AS TO DIFFERENTIATE FROM BASE BID ITEMS. GC IS REQUIRED TO PROVIDE COST BREAKOUTS / ALTERNATE PRICING FOR THE OWNER PER THE ALTERNATE LIST WITHIN PROJECT SPEC. 3D IMAGE BUILDING A 27 8 30 32 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:02 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C100-PARACHUTE_SITEPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CO N S T R U C T I O N S I T E P L A N AS T E R P L A C E C100 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N CONSTRUCTION NOTES LEGEND PROP. REGULAR DUTY CONCRETE PAVEMENT - SEE DETAIL 4/C400 PROP. CONCRETE SIDEWALK - SEE DETAIL 4/C400 PROP. HEAVY DUTY CONCRETE PAVEMENT - SEE DETAIL 3/C400 PROP. REGULAR DUTY ASPHALT PAVEMENT - SEE DETAIL 2/C400 PROP. HEAVY DUTY ASPHALT PAVEMENT - SEE DETAIL 1/C400 PROP. GRAVEL PAVING - SEE DETAIL 10/C400 PROP. GRAVEL AREA - SEE LANDSCAPE PROP. GRASSED AREA FOUNDATION STEP - SEE STRUCTURAL CATCH CURB AND GUTTER TYPE II (SECTION IIB) - SEE DETAIL 1/C401 SPILL CURB AND GUTTER MOUNTABLE CURB AND GUTTER ACCESSIBLE ROUTE PARKING COUNT FUTURE EV INFRASTRUCTURE (EV READY) - SEE ELECTRICAL EVSE CHARGING STATION - SEE ELECTRICAL LIGHT POLE - SEE ELECTRICAL 1.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 2.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 4.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 5.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 6.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 8.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 9/C400. 9.ALL PAVEMENT STRIPING SHALL BE PAINTED WHITE IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS OTHERWISE NOTED. 10.CONTRACTOR SHALL PROVIDE CONCRETE JOINTING SUBMITTAL MINIMUM 15 WORKING DAYS PRIOR TO PLANNED POUR FOR REVIEW AND APPROVAL. 11.SEE LANDSCAPE FOR PLAYGROUND DETAILS. 12.CONTRACTOR SHALL PROVIDE GARFIELD COUNTY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL MIN. 3 WEEKS PRIOR TO WORK IN THE RIGHT-OF-WAY. 1 BLDG A BLDG B 5405.50' FFE5403.50' FFE 5407.50' FFE 5407.50' FFE5405.50' FFE 5409.50' FFE BUILDING C 5410.2' FFE KEYNOTES ADA STRIPING - SEE DETAIL 5/C400 ADA SIGN - SEE DETAIL 6/C400 ADA RAMP - SEE DETAIL 2/C401 MOUNTABLE CURB & GUTTER TYPE II (SECTION MS) - SEE DETAIL 1/C401 1 2 3 4 5 6 7 8 9 10 11 12 DRIVEWAY - SEE DETAIL 1/C401 TRASH ENCLOSURE - SEE ARCHITECTURE STORMWATER DRY DETENTION BASIN DETENTION BASIN ACCESS - SEE DETAIL 10/C400 TRANSFORMER PAD ASPHALT PATCHBACK - MATCH EXISTING SECTION FIRE DEPARTMENT CONNECTION - SEE BUILDING PLANS EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED MONUMENT SIGN - SEE ARCHITECTURE TEMPORARY PARKING SIGN - SEE DETAIL 7/C400 5' BLACK VINYL CHAIN LINK FENCE - SEE LANDSCAPE GATE FOR MAINTENANCE ACCESS MAILBOXES - SEE ARCHITECTURE REPLACE EX. SIDEWALK - MATCH EX. SECTION RIGHT TURN LANE LIGHT POLE - SEE ELECTRICAL RIGHT TURN ARROW TURN LANE STRIPING 5 6 7 S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R 25.00' 25.00' 8.00' TYP 18.00' TYP 3 3 2 2 10 12 13 6.50' 7.50' 18.00' 18.00' 18.00' 7.50' 21 SITE DATA BLOCK NUMBER OF UNITS 58 MIN. REQUIRED PROVIDED PARKING 87 97 10.00' UTILITY EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 20.00' ELECTRICAL EASEMENT EASEMENT 50.00' GAS EASEMENT L= 1 7 7 . 3 1 ' , R = 2 1 6 . 3 1 ' , Δ0 4 6 ° 5 8 ' 0 0 " S59°31'09"E 10.00' (R&M) L= 5 1 . 1 6 ' , R= 1 2 6 . 3 0 ' , Δ0 2 3 ° 1 2 ' 3 0 " S71° 2 1 ' 0 4 " E 85.3 9 ' ( R & M ) L=213.5 9 ' , R=175.0 3 ' , Δ 0 6 9 ° 5 5 ' 0 3 " L=5 4 . 2 3 , R=1 2 5 . 0 2 ' , Δ02 4 ° 5 1 ' 1 9 " S0 ° 2 7 ' 3 8 " E 19 6 . 7 1 ' ( R & M ) S67 ° 0 6 ' 2 3 " E 178 . 8 8 ' ( R & M ) N0 ° 0 0 ' 0 0 " E 10 5 . 8 1 ' ( R & M ) N89°35'03"E 328.29' (R&M) N0 ° 2 9 ' 2 3 " W 38 7 . 6 3 ' ( R & M ) S89°31'29"W 704.30' (R&M) L=39.84', R=141.25', Δ016°09'40" 13 9 02.03.25 PERMIT & BID SET PROP. 15.00' WATER UTILITY EASEMENT TO BATTLEMENT MESA METRO DISTRICT S7 1 ° 1 5 ' 5 9 " w 44 . 4 8 ' ( R & M ) PLAYGROUND DOLLAR GENERAL 8 4 14 2 3 2 3 15 12.00' TYP 5.00' 14.00' 5.00' 14.00' 12.00' TYP12.00' TYP 18.00' TYP 5.00' TYP R3.00' TYP R9.00' TYP 0.88' TYP R3.00'R3.00'R37.00' R45.00' 20.00' 20.00' 15.00' 9.00' 15.00' R7.00' R41.00' 8.00' R3.00' TYP 20.50' 3 3 7.50' 7.50' 18.02' 90.00' 57.00' 25.87' 20.00' 47.56' 23.87' 43.00' 25.00' 16 16 17 17 41.83' DETAIL1 C100 DETAIL2 C100 SCALE: 1" = 20' DETAIL 1 C400 SCALE: 1" = 10' DETAIL 2 C400 0 10 SCALE IN FEET 20 N 0 20 SCALE IN FEET 40 N 3 14 8.77' 5.00' 20.43' 16.51'22.69' 3.63' R7.50'R2.50' R4.50'R9.50' R7.50'R2.50' R2.50' R7.50' 5.00' 8.00' 18 18 21.73'17.00' 12.02' 4.00'5.75' 5.75' 3.90' 7.50' 11.73' 10.00' 6.00' 6.00' 12.00' 24.00' 9.81' 4.00' 12.00' 6.00' 6.00' 14.00'15.00' 8.00' 5.92'31.00' 5.73' R20.00' R27.00' R8.00' R12.98' R22.00' R14.48' 4.00' 5.00' 11.37' 19.10' 13.33' R12.50' R7.50'R9.50' R4.49' 7.00' 5.79' 3.52' 63.73' 1 15 3 9 5.75' 5.75' 7.13' 19.00' 11.54' 10.70' 6.50' 23.43' 20.00' 6 8.00' 8.00' 7.50' 12.24' 1 1 1 1.03' 7.88' 70°' 151°' 15°' 20.00' 19 19 19 19 20 20 21 21 21 21 21 21 21 11 11 22 22 23 23 NAL#1 NAL#2 NAL#4 NAL#3 APPENDIX B:ROADWAY SUPPORTING DATA W i l l o w Creek T rl River B l u ff Rd Lodgep o le Cir EagleRidgeDr W BattlementPkwy V a l l e y V ie w Dr S B attlementPkwy Sto n e Q u a r r y R d AngelicaCir C l i f f V i e w C i r Lodgepole Cir N o r t h s t a r T r l U n d e r w o od L n L o d g e pole Cir North s t a r T r l S i p p r e ll e Dr B a t t l e m e n t M e s a Eagle Ridge D r T a l o n T r l Ar r o y o D r SBattlemen t P k w y U n d e r w o o d L n 1,000-ft Roadway Radius Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community Project Buffer Aster Place June 25, 2025 0 0.1 0.20.05 mi 0 0.15 0.30.07 km 1:9,028 1 Goldschmidt, Jackie From:Jill Cantway <jcantway@garfieldcountyco.gov> Sent:Wednesday, June 25, 2025 3:34 PM To:Goldschmidt, Jackie Cc:Heather Beattie; Danielle Veals Subject:RE: Website inquiry - Open Records Request Attachments:CR 300 - Stone Quarry - By HWY 6 before Xing Crossing.rtf; CR 300W - W Battlement Parkway - By Crosswalk.rtf; CR 302 - Underwood Lane - Beginning by Cementary.rtf CAUTION: This message originated from outside the Partner organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Ms. Goldschmidt, We are in receipt of your open records request, below. Attached are all records that are in the possession of our Road and Bridge Department that are responsive to your request. You can also find explanations here: Roadways (Near the intersection of West Battlement Parkway and Stone Quarry Road) • West Battlement Parkway - ATTACHED • Stone Quarry Road - ATTACHED • Angelica Circle VALLEY VIEW SUBDIVION – NOT MAINTAINED BY GARFIELD COUNTY • Valley View Drive (VALLEY VIEW PLACE – CR 370H)– No data to provide. We do not collect ADT on small/short subdivision roads. • Cliff View Circle VALLEY VIEW SUBDIVISION – NOT MAINTAINED BY GARFIELD COUNTY • Eagle Ridge Drive (EAGLE ROCK – CR 370C) No data to provide. We do not collect ADT on small/short subdivision roads. • Underwood Lane - ATTACHED Request • 10-year projected AADT (Year 2035) – UNKNOWN (PREVIOUS 10 YEARS ATTACHED BELOW) • Most recent AADT- ATTACHED • FHWA Vehicle Classification Counts OR Truck Percentages (utilizing FHWA Class 5 for medium trucks and Classes 4 and 6-12 for heavy trucks) CLASSIFICATIONS ARE NOT INCLUDED IN OUR ADT COLLECTIONS • Hourly Volume Counts (per class, if available) COLLECTION OF ADT IS DONE BY DAY, NOT HOUR • Annual Growth Rate Percentage - UNKNOWN 2014 2019 300 STONE QUARRY RD By Fire Station 4/30/2014 498 5/15/2019 6,263 4/15/2024 300W W BATTLEMENT PY By Crosswalk 4/30/2014 4,771 5/7/2019 6,337 5/9/2024 302 UNDERWOOD LN Beginning of Road by Cemetery 4/30/2014 121 4/30/2019 127 5/2/2024 2 This information and records are provided to you at no charge pursuant to the Garfield County Open Records Policy. This request is now closed. Kind regards, Jill D. Cantway Assistant Garϐield County Attorney Phone: 970-945-9150, ext. 1673 Email: jcantway@garϐieldcountyco.gov CONFIDENTIALITY STATEMENT: This message and any attachments are intended solely for communication with the individual(s) to whom they are expressly addressed. The included information may be protected ATTORNEY-CLIENT COMMUNICATIONS or ATTORNEY WORK PRODUCT. Unauthorized review, forwarding, printing, copying, or other use of such information is strictly prohibited and may be actionable. If you have received this message in error, please notify the sender immediately by replying to this message and then delete the email without further disclosure. Thank you. From: Communications <Communications@garfieldcountyco.gov> Sent: Friday, June 20, 2025 1:51 PM To: Jill Cantway <jcantway@garfieldcountyco.gov>; Heather Beattie <hbeattie@garfieldcountyco.gov>; Danielle Veals <DVeals@garfieldcountyco.gov> Subject: Website inquiry - Open Records Request To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Date: 6/20/25 Requestor's name: Jackelyn Goldschmidt Organization represented (if any): Partner ESI Address: 6600 France Avenue South Edina, MN 55435 Email: jgoldschmidt@partneresi.com Phone number: (320) 905-1775 Fax: Name of document(s) requested, including the department where the document(s) originated: We are completing a noise assessment per HUD requirements for a property located in Parachute, Colorado. If available, can you please provide the following information/documentation for the below indicated roadways? Roadways (Near the intersection of West Battlement Parkway and Stone Quarry Road) • West Battlement Parkway • Stone Quarry Road 3 • Angelica Circle • Valley View Drive • Cliff View Circle • Eagle Ridge Drive • Underwood Lane Request • 10-year projected AADT (Year 2035) • Most recent AADT • FHWA Vehicle Classification Counts OR Truck Percentages (utilizing FHWA Class 5 for medium trucks and Classes 4 and 6-12 for heavy trucks) • Hourly Volume Counts (per class, if available) • Annual Growth Rate Percentage Staff email addresses are shifting to end in @garfieldcountyco.gov. However, personal names/prefixes on email addresses will remain the same. Please update our contact information domain. Stone Quarry Rd W Battlement Pkwy Underwood Ln MetroCount Traffic Executive Adjusted Flow AADT-490 --English (ENU) Datasets: Site:[CR 302] CR 302 -Underwood Lane -Beginning by Cemetary Attribute:Underwood Lane Input A:8 -East bound A>B, West bound B>A.-Lane= 2, Added to totals. (/2.000) Input B:0 -Unused or unknown.-Lane= 3, Excluded from totals. Survey Duration:7:00 Thursday, April 25, 2024 => 10:05 Thursday, May 2, 2024, Zone: File:CR 302 0 2024-05-02 1006.EC2 (Plus ) Identifier:R556ZXFF MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm:Event Count (v5.06) Data type:Axle sensors -Paired (Class/Speed/Count) Profile: Filter time:7:00 Thursday, April 25, 2024 => 10:05 Thursday, May 2, 2024 (7.12899) Separation:GapX > 0 sec Name:Default Profile Scheme:Count events divided by setup divisor Units:Non metric (ft, mi, ft/s, mph, lb, ton) In profile:Events = 853 / 853 (100.00%) Day Hits RawVol DayFac MonFac AdjVol -Date 0 -------------------------------------Thursday, April 25, 2024 1 1 58.000 1.000 1.000 58.000 -Friday, April 26, 2024 2 1 43.000 1.000 1.000 43.000 -Saturday, April 27, 2024 3 1 64.500 1.000 1.000 64.500 -Sunday, April 28, 2024 4 1 56.500 1.000 1.000 56.500 -Monday, April 29, 2024 5 1 79.000 1.000 1.000 79.000 -Tuesday, April 30, 2024 6 1 62.000 1.000 1.000 62.000 -Wednesday, May 1, 2024 7 -------------------------------------Thursday, May 2, 2024 Total days = 6, Coverage = 1.64% ADT = 60.500, SD = 11.739 AADT = 60.500, SD = 11.739 Weekdays = 4, Coverage = 1.10% AWDT = 63.875, SD = 10.347 AAWDT = 63.875, SD = 10.347 Weekend days = 2, Coverage = 0.55% AWET = 53.750, SD = 15.203 AAWET = 53.750, SD = 15.203 ADT and adjustment factor by month Jan Feb Mar Apr -Vol = 301.000, Days = 5, ADT = 60.200, Adjust = 1.00498, 1/Adjust = 0.99504 May -Vol = 62.000, Days = 1, ADT = 62.000, Adjust = 0.97581, 1/Adjust = 1.02479 Jun Jul Aug Sep Oct Nov Dec ADT and adjustment factor by day of week Mon -Vol = 56.500, Days = 1, ADT = 56.500, Adjust = 1.07080, 1/Adjust = 0.93388 Tue -Vol = 79.000, Days = 1, ADT = 79.000, Adjust = 0.76582, 1/Adjust = 1.30579 Wed -Vol = 62.000, Days = 1, ADT = 62.000, Adjust = 0.97581, 1/Adjust = 1.02479 Thu Fri -Vol = 58.000, Days = 1, ADT = 58.000, Adjust = 1.04310, 1/Adjust = 0.95868 Sat -Vol = 43.000, Days = 1, ADT = 43.000, Adjust = 1.40698, 1/Adjust = 0.71074 Sun -Vol = 64.500, Days = 1, ADT = 64.500, Adjust = 0.93798, 1/Adjust = 1.06612 MetroCount Traffic Executive Adjusted Flow AADT-492 --English (ENU) Datasets: Site:[CR 300W] CR 300W -W Battlement Parkway -By Crosswalk Attribute:West Battlement Parkway Input A:7 -North bound A>B, South bound B>A.-Lane= 4, Added to totals. (/2.000) Input B:0 -Unused or unknown.-Lane= 5, Excluded from totals. Survey Duration:7:00 Thursday, May 2, 2024 => 9:33 Thursday, May 9, 2024, Zone: File:CR 300W 0 2024-05-09 0933.EC4 (Plus ) Identifier:GP08FJPN MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm:Event Count (v5.06) Data type:Axle sensors -Paired (Class/Speed/Count) Profile: Filter time:7:00 Thursday, May 2, 2024 => 9:33 Thursday, May 9, 2024 (7.10664) Separation:GapX > 0 sec Name:Default Profile Scheme:Count events divided by setup divisor Units:Non metric (ft, mi, ft/s, mph, lb, ton) In profile:Events = 92400 / 92400 (100.00%) Day Hits RawVol DayFac MonFac AdjVol -Date 0 -------------------------------------Thursday, May 2, 2024 1 1 7748.000 1.000 1.000 7748.000 -Friday, May 3, 2024 2 1 6175.500 1.000 1.000 6175.500 -Saturday, May 4, 2024 3 1 4799.500 1.000 1.000 4799.500 -Sunday, May 5, 2024 4 1 6680.500 1.000 1.000 6680.500 -Monday, May 6, 2024 5 1 6994.000 1.000 1.000 6994.000 -Tuesday, May 7, 2024 6 1 7066.000 1.000 1.000 7066.000 -Wednesday, May 8, 2024 7 -------------------------------------Thursday, May 9, 2024 Total days = 6, Coverage = 1.64% ADT = 6577.250, SD = 1011.501 AADT = 6577.250, SD = 1011.501 Weekdays = 4, Coverage = 1.10% AWDT = 7122.125, SD = 449.562 AAWDT = 7122.125, SD = 449.562 Weekend days = 2, Coverage = 0.55% AWET = 5487.500, SD = 972.979 AAWET = 5487.500, SD = 972.979 ADT and adjustment factor by month Jan Feb Mar Apr May -Vol = 39463.500, Days = 6, ADT = 6577.250, Adjust = 1.00000, 1/Adjust = 1.00000 Jun Jul Aug Sep Oct Nov Dec ADT and adjustment factor by day of week Mon -Vol = 6680.500, Days = 1, ADT = 6680.500, Adjust = 0.98454, 1/Adjust = 1.01570 Tue -Vol = 6994.000, Days = 1, ADT = 6994.000, Adjust = 0.94041, 1/Adjust = 1.06336 Wed -Vol = 7066.000, Days = 1, ADT = 7066.000, Adjust = 0.93083, 1/Adjust = 1.07431 Thu Fri -Vol = 7748.000, Days = 1, ADT = 7748.000, Adjust = 0.84890, 1/Adjust = 1.17800 Sat -Vol = 6175.500, Days = 1, ADT = 6175.500, Adjust = 1.06506, 1/Adjust = 0.93892 Sun -Vol = 4799.500, Days = 1, ADT = 4799.500, Adjust = 1.37040, 1/Adjust = 0.72971 More Than Just Assessments.Solutions. www.PARTNEResi.com | (800) 419-4923 NAL#1 West / South Battlement Parkway Stone Quarry Road NAL#2 West / South Battlement Parkway Stone Quarry Road NAL#3 Stone Quarry Road NAL#4 West / South Battlement Parkway Stone Quarry Road W Battlement Parkway AADT:4,771 YEAR CAR COUNT 2.96%NEW CC 2014 4,771 1.02962 4912.317 2015 4912.31702 1.02962 5057.8199 2016 5057.81985 1.02962 5207.6325 2017 5207.632474 1.02962 5361.8825 2018 5361.882548 1.02962 5520.7015 2019 5520.701509 1.02962 5684.2247 2020 5684.224688 1.02962 5852.5914 2021 5852.591423 1.02962 6025.9452 2022 6025.945181 1.02962 6204.4337 2023 6204.433677 1.02962 6388.209 2024 6388.209003 1.02962 6,577.43 Annual Growth Rate Percentage Calculation Stone Quarry Road AADT:6,263 YEAR CAR COUNT 2.26%NEW CC 2019 6,263 1.02257 6404.3559 2020 6404.35591 1.02257 6548.9022 2021 6548.902223 1.02257 6696.7109 2022 6696.710946 1.02257 6847.8557 2023 6847.855712 1.02257 7002.4118 2024 7002.411816 1.02257 7,160.46 Annual Growth Rate Percentage Calculation Underwood Lane 2024 AADT:60 YEAR CAR COUNT 3.00%NEW CC MEDIUM TRUCK COUNT HEAVY TRUCK COUNT 3.00%NEW MEDIUM TC NEW HEAVY TC 2025 55.20 1.03 56.86 2.40 2.40 1.03 2.47 2.47 2026 56.86 1.03 58.56 2.47 2.47 1.03 2.55 2.55 2027 58.56 1.03 60.32 2.55 2.55 1.03 2.62 2.62 2028 60.32 1.03 62.13 2.62 2.62 1.03 2.70 2.70 2029 62.13 1.03 63.99 2.70 2.70 1.03 2.78 2.78 2030 63.99 1.03 65.91 2.78 2.78 1.03 2.87 2.87 2031 65.91 1.03 67.89 2.87 2.87 1.03 2.95 2.95 2032 67.89 1.03 69.93 2.95 2.95 1.03 3.04 3.04 2033 69.93 1.03 72.02 3.04 3.04 1.03 3.13 3.13 2034 72.02 1.03 74.18 3.13 3.13 1.03 3.23 3.23 2035 74.18 1.03 76.41 3.23 3.23 1.03 3.32 3.32 76 3 3 NOTES:Nighttime Traffic = 15%60 Road Gradient = 0%2 Annual Growth Rate = 3%2 55 - Current Car Count (92%) TRAFFIC COUNT PROJECTION WORKSHEET - Current AADT/traffic count (2024) - Current Medium Truck Count (4%) - Current Heavy Truck Count (4%) West Battlement Parkway 2024 AADT:6,577 YEAR CAR COUNT 2.96%NEW CC MEDIUM TRUCK COUNT HEAVY TRUCK COUNT 2.96%NEW MEDIUM TC NEW HEAVY TC 2025 6,050.84 1.02962 6,230.07 263.08 263.08 1.02962 270.87 270.87 2026 6,230.07 1.02962 6,414.60 270.87 270.87 1.02962 278.90 278.90 2027 6,414.60 1.02962 6,604.60 278.90 278.90 1.02962 287.16 287.16 2028 6,604.60 1.02962 6,800.23 287.16 287.16 1.02962 295.66 295.66 2029 6,800.23 1.02962 7,001.65 295.66 295.66 1.02962 304.42 304.42 2030 7,001.65 1.02962 7,209.04 304.42 304.42 1.02962 313.44 313.44 2031 7,209.04 1.02962 7,422.57 313.44 313.44 1.02962 322.72 322.72 2032 7,422.57 1.02962 7,642.43 322.72 322.72 1.02962 332.28 332.28 2033 7,642.43 1.02962 7,868.80 332.28 332.28 1.02962 342.12 342.12 2034 7,868.80 1.02962 8,101.87 342.12 342.12 1.02962 352.26 352.26 2035 8,101.87 1.02962 8,341.85 352.26 352.26 1.02962 362.69 362.69 8,342 363 363 NOTES:Nighttime Traffic = 15%6,577 Road Gradient = 0%263 Annual Growth Rate = 2.962%263 6,051 - Current Car Count (92%) TRAFFIC COUNT PROJECTION WORKSHEET - Current AADT/traffic count (2024) - Current Medium Truck Count (4%) - Current Heavy Truck Count (4%) Stone Quarry Road 2024 AADT:7,160 YEAR CAR COUNT 2.26%NEW CC MEDIUM TRUCK COUNT HEAVY TRUCK COUNT 2.26%NEW MEDIUM TC NEW HEAVY TC 2025 6,587.20 1.02257 6,735.87 286.40 286.40 1.02257 292.86 292.86 2026 6,735.87 1.02257 6,887.90 292.86 292.86 1.02257 299.47 299.47 2027 6,887.90 1.02257 7,043.36 299.47 299.47 1.02257 306.23 306.23 2028 7,043.36 1.02257 7,202.33 306.23 306.23 1.02257 313.14 313.14 2029 7,202.33 1.02257 7,364.89 313.14 313.14 1.02257 320.21 320.21 2030 7,364.89 1.02257 7,531.11 320.21 320.21 1.02257 327.44 327.44 2031 7,531.11 1.02257 7,701.09 327.44 327.44 1.02257 334.83 334.83 2032 7,701.09 1.02257 7,874.90 334.83 334.83 1.02257 342.39 342.39 2033 7,874.90 1.02257 8,052.64 342.39 342.39 1.02257 350.11 350.11 2034 8,052.64 1.02257 8,234.39 350.11 350.11 1.02257 358.02 358.02 2035 8,234.39 1.02257 8,420.24 358.02 358.02 1.02257 366.10 366.10 8,420 366 366 NOTES:Nighttime Traffic = 15%7,160 Road Gradient = 0%286 Annual Growth Rate = 2.257%286 6,587 - Current Car Count (92%) TRAFFIC COUNT PROJECTION WORKSHEET - Current AADT/traffic count (2024) - Current Medium Truck Count (4%) - Current Heavy Truck Count (4%) APPENDIX C:RAILWAY SUPPORTING DATA Hig h w a y 6 a n d 2 4 n d 2 4 Colo r a d o River C o u n t y R o a d 301 B attl e m e n t C r eek T r l Hig h w a y 6 a n d 24 C o u n t y Road215 WBattlem e n t P k w y R i v er BluffRd R iverBluffRd S t o ne Q ua r r y R d P ar a chut e P a r k B l v d Ca r d i nalWay N ort h s t a r Trl U n d e r w o o d L n W C allahanCt P a r a c h u t e B a t t l e m e n t M e s a Colora d o R i v e r C o u n t y R o a d 3 0 3 S t o n e Q u a r r y R d S t o n e Q u a r ry Rd Rai n b o w T r l Thu n d e rberg T rl Monum e n tTrl B attlement Sc ho ol B a ttl e m e n t C r e e k E B a t t le m e n t P k w y Co u n t y R o a d 3 0 8 County R o a d 3 0 2 County Road 308 3,000-ft Railroad Radius Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, EPA OEI Project Buffer Aster Place Railroads June 25, 2025 0 0.45 0.90.23 mi 0 0.75 1.50.38 km 1:36,112 APPENDIX D:AIRPORT SUPPORTING DATA 6 70 Little B ook Cliffs WSA Palisade Fruita 13 70 Rifle 65 70 6 New Castle 15-Mile Airport Radius Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, EPA OEI Project Buffer Aster Place Airport Points Airport Polygons June 25, 2025 0 7.5 153.75 mi 0 10 205 km 1:577,791 APPENDIX E:HUD 10-YEAR DAY-NIGHT NOISE LEVEL CALCULATIONS Site ID 25-486627.2 NAL#1 2035 Record Date 06 /27 /2025 User's Name Partner ESI Road # 1 Name:Stone Quarry Road Road #1 Vehicle Type Cars Medium Trucks Heavy Trucks Eective Distance 459 459 459 Distance to Stop Sign 482 482 482 Average Speed 35 35 35 Average Daily Trips (ADT)8420 366 366 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 48 44 57 Calculate Road #1 DNL 57 Reset Road # 2 Name:West Battlement Parkway Road #2 Vehicle Type Cars Medium Trucks Heavy Trucks y Eective Distance 99 99 99 Distance to Stop Sign 393 393 393 Average Speed 35 35 35 Average Daily Trips (ADT)8342 363 363 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 57 53 67 Calculate Road #2 DNL 67 Reset Add Road Source Add Rail Source Airport Noise Level < 65 dB Loud Impulse Sounds?Yes No Combined DNL for all Road and Rail sources 68 Combined DNL including Airport NaN Site DNL with Loud Impulse Sound Calculate Reset Mitigation Options Site ID 25-486627.2 NAL#2 2035 Record Date 06 /27 /2025 User's Name Partner ESI Road # 1 Name:Stone Quarry Road Road #1 Vehicle Type Cars Medium Trucks Heavy Trucks Eective Distance 212 212 212 Distance to Stop Sign 239 239 239 Average Speed 35 35 35 Average Daily Trips (ADT)8420 366 366 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 50 47 62 Calculate Road #1 DNL 62 Reset Road # 2 Name:West Battlement Parkway Road #2 Vehicle Type Cars Medium Trucks Heavy Trucks y Eective Distance 109 109 109 Distance to Stop Sign 162 162 162 Average Speed 35 35 35 Average Daily Trips (ADT)8342 363 363 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 53 50 66 Calculate Road #2 DNL 66 Reset Add Road Source Add Rail Source Airport Noise Level < 65 dB Loud Impulse Sounds?Yes No Combined DNL for all Road and Rail sources 68 Combined DNL including Airport NaN Site DNL with Loud Impulse Sound Calculate Reset Mitigation Options Site ID 25-486627.2 NAL#3 2035 Record Date 06 /27 /2025 User's Name Partner ESI Road # 1 Name:Stone Quarry Road Road #1 Vehicle Type Cars Medium Trucks Heavy Trucks Eective Distance 140 140 140 Distance to Stop Sign 326 326 326 Average Speed 35 35 35 Average Daily Trips (ADT)8420 366 366 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 54 50 64 Calculate Road #1 DNL 65 Reset Add Road Source Add Rail Source Airport Noise Level < 65 dB Loud Impulse Sounds?Yes No p es o Combined DNL for all Road and Rail sources 65 Combined DNL including Airport NaN Site DNL with Loud Impulse Sound Calculate Reset Mitigation Options If your site DNL is in Excess of 65 decibels, your options are: No Action Alternative: Cancel the project at this location Other Reasonable Alternatives: Choose an alternate site Mitigation Contact your Field or Regional Environmental Ocer (/programs/environmental- review/hud-environmental-sta-contacts/) Increase mitigation in the building walls (only eective if no outdoor, noise sensitive areas) Recongure the site plan to increase the distance between the noise source and noise-sensitive uses Incorporate natural or man-made barriers. See The Noise Guidebook (/resource/313/hud-noise-guidebook/) Construct noise barrier. See the Barrier Performance Module (/programs/environmental-review/bpm-calculator/) Tools and Guidance Day/Night Noise Level Assessment Tool User Guide (/resource/3822/day-night-noise-level- assessment-tool-user-guide/) Day/Night Noise Level Assessment Tool Flowcharts (/resource/3823/day-night-noise-level- assessment-tool-owcharts/) Site ID 25-486627.2 NAL#4 2035 Record Date 06 /27 /2025 User's Name Partner ESI Road # 1 Name:Stone Quarry Road Road #1 Vehicle Type Cars Medium Trucks Heavy Trucks Eective Distance 110 110 110 Distance to Stop Sign 141 141 141 Average Speed 35 35 35 Average Daily Trips (ADT)8420 366 366 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 53 49 66 Calculate Road #1 DNL 66 Reset Road # 2 Name:West Battlement Parkway Road #2 Vehicle Type Cars Medium Trucks Heavy Trucks y Eective Distance 104 104 104 Distance to Stop Sign 107 107 107 Average Speed 35 35 35 Average Daily Trips (ADT)8342 363 363 Night Fraction of ADT 15 15 15 Road Gradient (%)0 Vehicle DNL 52 49 66 Calculate Road #2 DNL 67 Reset Add Road Source Add Rail Source Airport Noise Level < 65 dB Loud Impulse Sounds?Yes No Combined DNL for all Road and Rail sources 69 Combined DNL including Airport NaN Site DNL with Loud Impulse Sound Calculate Reset Mitigation Options APPENDIX F:BARRIER PERFORMANCE MODULE Stone Quarry Road South Battlement Parkway