The URL can be used to link to this page

Home My WebLink AboutApplication.10-70 Truscott Place.20211007CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090April 2020 COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE PACKET Attached is an Application for review of Development that requires Land Use Review pursuant to The City of Aspen Land Use Code: Included in this package are the following attachments: 1.Development Application Fee Policy, Fee Schedule andAgreement to Pay Application Fees Form 2.Land Use Application Form 3.Dimensional Requirements Form (ifrequired) 4.HOA Compliance Form 5.Development Review Procedure ůůĂƉƉůŝĐĂƚŝŽŶƐĂƌĞƌĞǀŝĞǁĞĚďĂƐĞĚŽŶƚŚĞĐƌŝƚĞƌŝĂĞƐƚĂďůŝƐŚĞĚŝŶdŝƚůĞϮϲŽĨƚŚĞƐƉĞŶDƵŶŝĐŝƉĂůŽĚĞ͘dŝƚůĞϮϲŽĨ ƚŚĞƐƉĞŶDƵŶŝĐŝƉĂůŽĚĞŝƐĂǀĂŝůĂďůĞĂƚƚŚĞŝƚǇůĞƌŬ͛ƐKĨĨŝĐĞŽŶƚŚĞƐĞĐŽŶĚĨůŽŽƌŽĨŝƚǇ,ĂůůĂŶĚŽŶƚŚĞ ŝŶƚĞƌŶĞƚĂƚ ŚƚƚƉƐ͗ͬͬůŝďƌĂƌǇ͘ŵƵŶŝĐŽĚĞ͘ĐŽŵͬĐŽͬĂƐƉĞŶͬĐŽĚĞƐͬŵƵŶŝĐŝƉĂůͺĐŽĚĞ͘ tĞƌĞƋƵŝƌĞĂůůĂƉƉůŝĐĂŶƚƐƚŽŚŽůĚĂWƌĞͲƉƉůŝĐĂƚŝŽŶŽŶĨĞƌĞŶĐĞǁŝƚŚĂWůĂŶŶĞƌŝŶƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚ ĞƉĂƌƚŵĞŶƚƐŽƚŚĂƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌƐƵďŵŝƚƚŝŶŐĂĐŽŵƉůĞƚĞĂƉƉůŝĐĂƚŝŽŶĐĂŶďĞĨƵůůǇĚĞƐĐƌŝďĞĚ͘dŚŝƐ ŵĞĞƚŝŶŐĐĂŶŚĂƉƉĞŶŝŶƉĞƌƐŽŶŽƌďǇƉŚŽŶĞŽƌĞŵĂŝů͘ůƐŽ͕ĚĞƉĞŶĚŝŶŐƵƉŽŶƚŚĞĐŽŵƉůĞǆŝƚǇŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚ ƉƌŽƉŽƐĞĚ͕ƐƵďŵŝƚƚŝŶŐŽŶĞĐŽƉǇŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚĂƉƉůŝĐĂƚŝŽŶƚŽƚŚĞĂƐĞWůĂŶŶĞƌƚŽĚĞƚĞƌŵŝŶĞĂĐĐƵƌĂĐǇ͕ ŝŶĞĨĨŝĐŝĞŶĐŝĞƐ͕ŽƌƌĞĚƵŶĚĂŶĐŝĞƐĐĂŶƌĞĚƵĐĞƚŚĞŽǀĞƌĂůůĐŽƐƚŽĨŵĂƚĞƌŝĂůƐĂŶĚƐƚĂĨĨƚŝŵĞ͘ WůĞĂƐĞƌĞĐŽŐŶŝǌĞƚŚĂƚƌĞǀŝĞǁŽĨƚŚĞƐĞŵĂƚĞƌŝĂůƐĚŽĞƐŶŽƚƐƵďƐƚŝƚƵƚĞĨŽƌĂĐŽŵƉůĞƚĞƌĞǀŝĞǁŽĨƚŚĞƐƉĞŶ>ĂŶĚhƐĞ ZĞŐƵůĂƚŝŽŶƐ͘tŚŝůĞƚŚŝƐĂƉƉůŝĐĂƚŝŽŶƉĂĐŬĂŐĞĂƚƚĞŵƉƚƐƚŽƐƵŵŵĂƌŝǌĞƚŚĞŬĞǇƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞŽĚĞĂƐƚŚĞǇĂƉƉůǇ ƚŽǇŽƵƌƚǇƉĞŽĨĚĞǀĞůŽƉŵĞŶƚ͕ŝƚĐĂŶŶŽƚƉŽƐƐŝďůǇƌĞƉůŝĐĂƚĞƚŚĞĚĞƚĂŝůŽƌƚŚĞƐĐŽƉĞŽĨƚŚĞŽĚĞ͘/ĨǇŽƵŚĂǀĞ ƋƵĞƐƚŝŽŶƐƚŚĂƚĂƌĞŶŽƚĂŶƐǁĞƌĞĚďǇƚŚĞŵĂƚĞƌŝĂůƐŝŶƚŚŝƐƉĂĐŬĂŐĞ͕ǁĞƐƵŐŐĞƐƚƚŚĂƚǇŽƵĐŽŶƚĂĐƚƚŚĞƐƚĂĨĨŵĞŵďĞƌ ĂƐƐŝŐŶĞĚƚŽǇŽƵƌĐĂƐĞ͕ĐŽŶƚĂĐƚWůĂŶŶĞƌŽĨƚŚĞĂǇ;ϵϳϬͲϰϮϵͲϮϳϲϰͬƉůĂŶŶĞƌŽĨƚŚĞĚĂǇΛŐŵĂŝů͘ĐŽŵͿ͕ŽƌĐŽŶƐƵůƚƚŚĞ ĂƉƉůŝĐĂďůĞƐĞĐƚŝŽŶƐŽĨƚŚĞƐƉĞŶ>ĂŶĚhƐĞŽĚĞ͘ CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. ĨůĂƚĨĞĞŝƐĐŽůůĞĐƚĞĚďǇŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĨŽƌĂƉƉůŝĐĂƚŝŽŶƐƚŚĂƚŶŽƌŵĂůůǇƚĂŬĞĂŵŝŶŝŵĂůĂŶĚƉƌĞĚŝĐƚĂďůĞĂŵŽƵŶƚŽĨƐƚĂĨĨ ƚŝŵĞƚŽƉƌŽĐĞƐƐ͘ZĞǀŝĞǁĨĞĞƐĨŽƌŽƚŚĞƌŝƚǇĞƉĂƌƚŵĞŶƚƐƌĞǀŝĞǁŝŶŐƚŚĞĂƉƉůŝĐĂƚŝŽŶ;ƌĞĨĞƌƌĂůĚĞƉĂƌƚŵĞŶƚƐͿĂůƐŽǁŝůůďĞĐŽůůĞĐƚĞĚ ǁŚĞŶŶĞĐĞƐƐĂƌǇ͘&ůĂƚĨĞĞƐĂƌĞĐƵŵƵůĂƚŝǀĞ͕ŝ͘Ğ͕͘ĂŶĂƉƉůŝĐĂƚŝŽŶǁŝƚŚŵƵůƚŝƉůĞĨůĂƚĨĞĞƐŵƵƐƚƉĂǇƚŚĞƐƵŵŽĨƚŚŽƐĞĨůĂƚĨĞĞƐ͘&ůĂƚĨĞĞƐ ĂƌĞŶŽƚƌĞĨƵŶĚĂďůĞ͘ ƌĞǀŝĞǁĨĞĞĚĞƉŽƐŝƚŝƐĐŽůůĞĐƚĞĚďǇŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚǁŚĞŶŵŽƌĞĞǆƚĞŶƐŝǀĞƐƚĂĨĨƚŝŵĞŝƐƌĞƋƵŝƌĞĚ͘ĐƚƵĂůƐƚĂĨĨƚŝŵĞƐƉĞŶƚ ǁŝůůďĞĐŚĂƌŐĞĚĂŐĂŝŶƐƚƚŚĞĚĞƉŽƐŝƚ͘sĂƌŝŽƵƐŝƚǇƐƚĂĨĨĂůƐŽŵĂǇĐŚĂƌŐĞƚŚĞŝƌƚŝŵĞƐƉĞŶƚŽŶƚŚĞĐĂƐĞŝŶĂĚĚŝƚŝŽŶƚŽƚŚĞĂƐĞ WůĂŶŶĞƌ͘dŚĞĚĞƉŽƐŝƚĂŵŽƵŶƚŵĂǇďĞƌĞĚƵĐĞĚŝĨ͕ŝŶƚŚĞŽƉŝŶŝŽŶŽĨƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚŝƌĞĐƚŽƌ͕ƚŚĞƉƌŽũĞĐƚ ŝƐĞǆƉĞĐƚĞĚƚŽƚĂŬĞƐŝŐŶŝĨŝĐĂŶƚůǇůĞƐƐƚŝŵĞƚŽƉƌŽĐĞƐƐƚŚĂŶƚŚĞĚĞƉŽƐŝƚŝŶĚŝĐĂƚĞƐ͘ĚĞƚĞƌŵŝŶĂƚŝŽŶŽŶƚŚĞĚĞƉŽƐŝƚĂŵŽƵŶƚƐŚĂůůďĞ ŵĂĚĞĚƵƌŝŶŐƚŚĞƉƌĞͲĂƉƉůŝĐĂƚŝŽŶĐŽŶĨĞƌĞŶĐĞďǇƚŚĞĂƐĞWůĂŶŶĞƌ͘,ŽƵƌůǇďŝůůŝŶŐƐŚĂůůƐƚŝůůĂƉƉůǇ͘ ůůĂƉƉůŝĐĂƚŝŽŶƐŵƵƐƚŝŶĐůƵĚĞĂŶŐƌĞĞŵĞŶƚƚŽWĂǇƉƉůŝĐĂƚŝŽŶ&ĞĞƐ͘KŶĞƉĂǇŵĞŶƚŝŶĐůƵĚŝŶŐƚŚĞĚĞƉŽƐŝƚĨŽƌWůĂŶŶŝŶŐĂŶĚƌĞĨĞƌƌĂů ĂŐĞŶĐǇĨĞĞƐŵƵƐƚďĞƐƵďŵŝƚƚĞĚǁŝƚŚĞĂĐŚůĂŶĚƵƐĞĂƉƉůŝĐĂƚŝŽŶ͕ŵĂĚĞƉĂǇĂďůĞƚŽƚŚĞŝƚǇŽĨƐƉĞŶ͘ƉƉůŝĐĂƚŝŽŶƐǁŝůůŶŽƚďĞ ĂĐĐĞƉƚĞĚĨŽƌƉƌŽĐĞƐƐŝŶŐǁŝƚŚŽƵƚƚŚĞƌĞƋƵŝƌĞĚĨĞĞ;ƐͿ͘ dŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚƐŚĂůůŬĞĞƉĂŶĂĐĐƵƌĂƚĞƌĞĐŽƌĚŽĨƚŚĞĂĐƚƵĂůƚŝŵĞƌĞƋƵŝƌĞĚƚŽƉƌŽĐĞƐƐĂůĂŶĚƵƐĞ ĂƉƉůŝĐĂƚŝŽŶƌĞƋƵŝƌŝŶŐĂĚĞƉŽƐŝƚ͘dŚĞŝƚǇĐĂŶƉƌŽǀŝĚĞĂƐƵŵŵĂƌǇƌĞƉŽƌƚŽĨĨĞĞƐĚƵĞĂƚƚŚĞĂƉƉůŝĐĂŶƚ͛ƐƌĞƋƵĞƐƚ͘dŚĞĂƉƉůŝĐĂŶƚǁŝůů ďĞďŝůůĞĚĨŽƌƚŚĞĂĚĚŝƚŝŽŶĂůĐŽƐƚƐŝŶĐƵƌƌĞĚďǇƚŚĞŝƚǇǁŚĞŶƚŚĞƉƌŽĐĞƐƐŝŶŐŽĨĂŶĂƉƉůŝĐĂƚŝŽŶďǇƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚ ĞƉĂƌƚŵĞŶƚƚĂŬĞƐŵŽƌĞƚŝŵĞŽƌĞǆƉĞŶƐĞƚŚĂŶŝƐĐŽǀĞƌĞĚďǇƚŚĞĚĞƉŽƐŝƚ͘ŶǇĚŝƌĞĐƚĐŽƐƚƐĂƚƚƌŝďƵƚĂďůĞƚŽĂƉƌŽũĞĐƚƌĞǀŝĞǁƐŚĂůůďĞ ďŝůůĞĚƚŽƚŚĞĂƉƉůŝĐĂŶƚǁŝƚŚŶŽĂĚĚŝƚŝŽŶĂůĂĚŵŝŶŝƐƚƌĂƚŝǀĞĐŚĂƌŐĞ͘/ŶƚŚĞĞǀĞŶƚƚŚĞƉƌŽĐĞƐƐŝŶŐŽĨĂŶĂƉƉůŝĐĂƚŝŽŶƚĂŬĞƐůĞƐƐƚŝŵĞƚŚĂŶ ƉƌŽǀŝĚĞĚĨŽƌďǇƚŚĞĚĞƉŽƐŝƚ͕ƚŚĞĞƉĂƌƚŵĞŶƚƐŚĂůůƌĞĨƵŶĚƚŚĞƵŶƵƐĞĚƉŽƌƚŝŽŶŽĨƚŚĞĚĞƉŽƐŝƚĞĚĨĞĞƚŽƚŚĞĂƉƉůŝĐĂŶƚ͘&ĞĞƐƐŚĂůůďĞ ĚƵĞƌĞŐĂƌĚůĞƐƐŽĨǁŚĞƚŚĞƌĂŶĂƉƉůŝĐĂŶƚƌĞĐĞŝǀĞƐĂƉƉƌŽǀĂů͘ hŶůĞƐƐŽƚŚĞƌǁŝƐĞĐŽŵďŝŶĞĚďǇƚŚĞŝƌĞĐƚŽƌĨŽƌƐŝŵƉůŝĐŝƚǇŽĨďŝůůŝŶŐ͕ĂůůĂƉƉůŝĐĂƚŝŽŶƐĨŽƌĐŽŶĐĞƉƚƵĂů͕ĨŝŶĂů͕ĂŶĚƌĞĐŽƌĚĂƚŝŽŶŽĨ ĂƉƉƌŽǀĂůĚŽĐƵŵĞŶƚƐƐŚĂůůďĞŚĂŶĚůĞĚĂƐŝŶĚŝǀŝĚƵĂůĐĂƐĞƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨďŝůůŝŶŐ͘hƉŽŶĐŽŶĐĞƉƚƵĂůĂƉƉƌŽǀĂů͕ĂůůďŝůůŝŶŐƐŚĂůůďĞ ƌĞĐŽŶĐŝůĞĚ͕ĂŶĚƉĂƐƚĚƵĞŝŶǀŽŝĐĞƐƐŚĂůůďĞƉĂŝĚƉƌŝŽƌƚŽƚŚĞŝƌĞĐƚŽƌĂĐĐĞƉƚŝŶŐĂŶĂƉƉůŝĐĂƚŝŽŶĨŽƌĨŝŶĂůƌĞǀŝĞǁ͘&ŝŶĂůƌĞǀŝĞǁƐŚĂůů ƌĞƋƵŝƌĞĂŶĞǁĚĞƉŽƐŝƚĂƚƚŚĞƌĂƚĞŝŶĞĨĨĞĐƚĂƚƚŚĞƚŝŵĞŽĨĨŝŶĂůƐƵďŵŝƐƐŝŽŶ͘hƉŽŶĨŝŶĂůĂƉƉƌŽǀĂů͕ĂůůďŝůůŝŶŐƐŚĂůůĂŐĂŝŶďĞƌĞĐŽŶĐŝůĞĚ ƉƌŝŽƌƚŽƚŚĞŝƌĞĐƚŽƌĂĐĐĞƉƚŝŶŐĂŶĂƉƉůŝĐĂƚŝŽŶĨŽƌƌĞǀŝĞǁŽĨƚĞĐŚŶŝĐĂůĚŽĐƵŵĞŶƚƐĨŽƌƌĞĐŽƌĚĂƚŝŽŶ͘ dŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚŝƌĞĐƚŽƌŵĂǇĐĞĂƐĞƉƌŽĐĞƐƐŝŶŐŽĨĂůĂŶĚƵƐĞĂƉƉůŝĐĂƚŝŽŶĨŽƌǁŚŝĐŚĂŶƵŶƉĂŝĚŝŶǀŽŝĐĞŝƐϯϬŽƌŵŽƌĞ ĚĂǇƐƉĂƐƚĚƵĞ͘hŶƉĂŝĚŝŶǀŽŝĐĞƐŽĨϵϬĚĂǇƐŽƌŵŽƌĞƉĂƐƚĚƵĞŵĂǇďĞĂƐƐĞƐƐĞĚĂůĂƚĞĨĞĞŽĨϭ͘ϳϱйƉĞƌŵŽŶƚŚ͘ŶƵŶƉĂŝĚŝŶǀŽŝĐĞŽĨ ϭϮϬĚĂǇƐŽƌŵŽƌĞŵĂǇďĞƐƵďũĞĐƚƚŽĂĚĚŝƚŝŽŶĂůĂĐƚŝŽŶƐĂƐŵĂǇďĞĂƐƐŝŐŶĞĚďǇƚŚĞDƵŶŝĐŝƉĂůŽƵƌƚũƵĚŐĞ͘ůůƉĂǇŵĞŶƚŝŶĨŽƌŵĂƚŝŽŶ ŝƐƉƵďůŝĐĚŽŵĂŝŶ͘ ůůŝŶǀŽŝĐĞƐƐŚĂůůďĞƉĂŝĚƉƌŝŽƌƚŽŝƐƐƵĂŶĐĞŽĨĂĞǀĞůŽƉŵĞŶƚKƌĚĞƌŽƌƌĞĐŽƌĚĂƚŝŽŶŽĨĚĞǀĞůŽƉŵĞŶƚĂŐƌĞĞŵĞŶƚƐĂŶĚƉůĂƚƐ͘dŚĞŝƚǇ ǁŝůůŶŽƚĂĐĐĞƉƚĂďƵŝůĚŝŶŐƉĞƌŵŝƚĨŽƌĂƉƌŽƉĞƌƚǇƵŶƚŝůĂůůŝŶǀŽŝĐĞƐĂƌĞƉĂŝĚŝŶĨƵůů͘&ŽƌƉĞƌŵŝƚƐĂůƌĞĂĚǇĂĐĐĞƉƚĞĚ͕ĂŶǇƵŶƉĂŝĚŝŶǀŽŝĐĞ ŽĨϵϬŽƌŵŽƌĞĚĂǇƐŵĂǇƌĞƐƵůƚŝŶĐĞƐƐĂƚŝŽŶŽĨďƵŝůĚŝŶŐƉĞƌŵŝƚƉƌŽĐĞƐƐŝŶŐŽƌŝƐƐƵĂŶĐĞŽĨĂƐƚŽƉǁŽƌŬŽƌĚĞƌƵŶƚŝůĨƵůůƉĂǇŵĞŶƚŝƐ ŵĂĚĞ͘ The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Agreement to Pay Application Fees An agreement between the City of Aspen (“City”) and Address of Property: Please type or print in all caps Property Owner Name: Representative Name (if different from Property Owner)͗ Billing Name and Address - Send Bills to: Contact info for billing: e-mail: Phone: /ƵŶĚĞƌƐƚĂŶĚƚŚĂƚƚŚĞŝƚǇŚĂƐĂĚŽƉƚĞĚ͕ǀŝĂKƌĚŝŶĂŶĐĞEŽ͘ϮϬ͕^ĞƌŝĞƐŽĨϮϬϮϬ͕ƌĞǀŝĞǁĨĞĞƐĨŽƌ>ĂŶĚhƐĞĂƉƉůŝĐĂƚŝŽŶƐ͕ĂŶĚ ƉĂǇŵĞŶƚŽĨƚŚĞƐĞĨĞĞƐŝƐĂĐŽŶĚŝƚŝŽŶƉƌĞĐĞĚĞŶƚƚŽĚĞƚĞƌŵŝŶŝŶŐĂƉƉůŝĐĂƚŝŽŶĐŽŵƉůĞƚĞŶĞƐƐ͘/ƵŶĚĞƌƐƚĂŶĚƚŚĂƚĂƐƚŚĞƉƌŽƉĞƌƚǇ ŽǁŶĞƌ͕/ĂŵƌĞƐƉŽŶƐŝďůĞĨŽƌƉĂǇŝŶŐĂůůĨĞĞƐĨŽƌƚŚŝƐĚĞǀĞůŽƉŵĞŶƚĂƉƉůŝĐĂƚŝŽŶ͘ &ŽƌĨůĂƚĨĞĞƐĂŶĚƌĞĨĞƌƌĂůĨĞĞƐ͗/ĂŐƌĞĞƚŽƉĂǇƚŚĞĨŽůůŽǁŝŶŐĨĞĞƐĨŽƌƚŚĞƐĞƌǀŝĐĞƐŝŶĚŝĐĂƚĞĚ͘/ƵŶĚĞƌƐƚĂŶĚƚŚĂƚƚŚĞƐĞĨůĂƚĨĞĞƐ ĂƌĞŶŽŶͲƌĞĨƵŶĚĂďůĞ͘ $. flat fee for . $. flat fee for $. flat fee for . $. flat fee for &ŽƌĚĞƉŽƐŝƚĐĂƐĞƐŽŶůǇ͗dŚĞŝƚǇĂŶĚ/ƵŶĚĞƌƐƚĂŶĚƚŚĂƚďĞĐĂƵƐĞŽĨƚŚĞƐŝǌĞ͕ŶĂƚƵƌĞ͕ŽƌƐĐŽƉĞŽĨƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚ͕ŝƚŝƐŶŽƚ ƉŽƐƐŝďůĞĂƚƚŚŝƐƚŝŵĞƚŽŬŶŽǁƚŚĞĨƵůůĞǆƚĞŶƚŽƌƚŽƚĂůĐŽƐƚƐŝŶǀŽůǀĞĚŝŶƉƌŽĐĞƐƐŝŶŐƚŚĞĂƉƉůŝĐĂƚŝŽŶ͘/ƵŶĚĞƌƐƚĂŶĚƚŚĂƚĂĚĚŝƚŝŽŶĂů ĐŽƐƚƐŽǀĞƌĂŶĚĂďŽǀĞƚŚĞĚĞƉŽƐŝƚŵĂǇĂĐĐƌƵĞ͘/ƵŶĚĞƌƐƚĂŶĚĂŶĚĂŐƌĞĞƚŚĂƚŝƚŝƐŝŵƉƌĂĐƚŝĐĂďůĞĨŽƌŝƚǇƐƚĂĨĨƚŽĐŽŵƉůĞƚĞ ƉƌŽĐĞƐƐŝŶŐ͕ƌĞǀŝĞǁ͕ĂŶĚƉƌĞƐĞŶƚĂƚŝŽŶŽĨƐƵĨĨŝĐŝĞŶƚŝŶĨŽƌŵĂƚŝŽŶƚŽĞŶĂďůĞůĞŐĂůůǇƌĞƋƵŝƌĞĚĨŝŶĚŝŶŐƐƚŽďĞŵĂĚĞĨŽƌƉƌŽũĞĐƚ ĐŽŶƐŝĚĞƌĂƚŝŽŶƵŶůĞƐƐŝŶǀŽŝĐĞƐĂƌĞƉĂŝĚŝŶĨƵůů͘ dŚĞŝƚǇĂŶĚ/ƵŶĚĞƌƐƚĂŶĚĂŶĚĂŐƌĞĞƚŚĂƚŝŶǀŽŝĐĞƐƐĞŶƚďǇƚŚĞŝƚǇƚŽƚŚĞĂďŽǀĞůŝƐƚĞĚďŝůůŝŶŐĂĚĚƌĞƐƐĂŶĚŶŽƚƌĞƚƵƌŶĞĚƚŽƚŚĞ ŝƚǇƐŚĂůůďĞĐŽŶƐŝĚĞƌĞĚďǇƚŚĞŝƚǇĂƐďĞŝŶŐƌĞĐĞŝǀĞĚďǇŵĞ͘/ĂŐƌĞĞƚŽƌĞŵŝƚƉĂǇŵĞŶƚǁŝƚŚŝŶϯϬĚĂǇƐŽĨƉƌĞƐĞŶƚĂƚŝŽŶŽĨĂŶ ŝŶǀŽŝĐĞďǇƚŚĞŝƚǇĨŽƌƐƵĐŚƐĞƌǀŝĐĞƐ͘ /ŚĂǀĞƌĞĂĚ͕ƵŶĚĞƌƐƚŽŽĚ͕ĂŶĚĂŐƌĞĞƚŽƚŚĞ>ĂŶĚhƐĞZĞǀŝĞǁ&ĞĞWŽůŝĐǇ͕ŝŶĐůƵĚŝŶŐĐŽŶƐĞƋƵĞŶĐĞƐĨŽƌŶŽŶͲƉĂǇŵĞŶƚ͘/ĂŐƌĞĞƚŽ ƉĂǇƚŚĞĨŽůůŽǁŝŶŐŝŶŝƚŝĂůĚĞƉŽƐŝƚĂŵŽƵŶƚƐĨŽƌƚŚĞƐƉĞĐŝĨŝĞĚŚŽƵƌƐŽĨƐƚĂĨĨƚŝŵĞ͘/ƵŶĚĞƌƐƚĂŶĚƚŚĂƚƉĂǇŵĞŶƚŽĨĂĚĞƉŽƐŝƚĚŽĞƐ ŶŽƚƌĞŶĚĞƌĂŶĂƉƉůŝĐĂƚŝŽŶĐŽŵƉůĞƚĞŽƌĐŽŵƉůŝĂŶƚǁŝƚŚĂƉƉƌŽǀĂůĐƌŝƚĞƌŝĂ͘/ĨĂĐƚƵĂůƌĞĐŽƌĚĞĚĐŽƐƚƐĞǆĐĞĞĚƚŚĞŝŶŝƚŝĂůĚĞƉŽƐŝƚ͕/ ĂŐƌĞĞƚŽƉĂǇĂĚĚŝƚŝŽŶĂůŵŽŶƚŚůǇďŝůůŝŶŐƐƚŽƚŚĞŝƚǇƚŽƌĞŝŵďƵƌƐĞƚŚĞŝƚǇĨŽƌƉƌŽĐĞƐƐŝŶŐŵǇĂƉƉůŝĐĂƚŝŽŶĂƚƚŚĞŚŽƵƌůǇƌĂƚĞƐ ŚĞƌĞŝŶĂĨƚĞƌƐƚĂƚĞĚ͘ $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Phillip Supino, AICP Community Development Director City Use: Fees Due: $ Received $ Case # Signature: PRINT Name: Title: 10-70 TRUSCOTT PLACE, ASPEN, COLORADO 81611 TRUSCOTT PHASE II LLLP EVAN PLETCHER EVAN PLETCHER evan.pletcher@cityofaspen.com (970) 429-1779 0 PLANNING FEES 0 REFFERAL FEES Evan Pletcher Digitally signed by Evan Pletcher Date: 2021.09.22 13:41:05 -06'00' EVAN PLETCHER PROJECT MANAGER - CAPITOL ASSET MANAGMENT CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) BUILDINGS 10-70 TRUSCOTT PLACE IS THE LOCATION OF 5 EXISTING MULTIFAMILY RESIDENTIAL BUILDINGS WITH FOUR EXTERIOR EGRESS STAIRS. THE SCOPE OF WORK IS LIMITED TO THE CONSTRUCTION OF SCREEN WALLS AND ROOFS AROUND THE EXISTING EXTERIOR EGRESS STAIRS, AND THE REPLACEMENT OF THE EXISTING CONCRETE STAIR TREADS OF THE EXISTING EXTERIOR EGRESS STAIRS WITH METAL TREADS. NO WORK IS TO BE PERFORMED ON THE FACADES OF THE EXISTING BUILDINGS. THE EXISTING STAIR STRUCTURES AND CONFIGURATIONS ARE TO REMAIN. 10-70 TRUSCOTT PLACE, ASPEN, COLORADO 81611 273511109703 BG ARCHITECTURE & DESIGN 111H ASPEN AIRPORT BUSINESS CENTER, ASPEN, COLORADO 81611 (970) 948-6709 BARRY.GEREB@BGADASPEN.COM EVAN PLETCHER 130 SOUTH GALENA STREET, ASPEN, COLORADO 81611 (970) 429-1779 evan.pletcher@cityofaspen.com 0 ✔ ✔ ✔ ✔ INSUBSTANTIAL PLANNED DEVELOPMENT AMENDMENT INSUBSTANTIAL PLANNED DEVELOPMENT AMENDMENT CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 DIMENSIONAL REQUIREMENTS FORM Complete only if required by the PreApplication checklist Project and Location Applicant: Zone District: Gross Lot Area: Net Lot Area: **Please refer to section 26.575.020 for information on how to calculate Net Lot Area Please fill out all relevant dimensions Single Family and Duplex Residential 1) Floor Area (square feet) 2) Maximum Height 3) Front Setback 4) Rear Setback 5) Side Setbacks 6) Combined Side Setbacks 7) % Site Coverage Existing Allowed Proposed Multi-family Residential 1) Number of Units 2) Parcel Density (see 26.710.090.C.10) 3) FAR (Floor Area Ratio) 4) Floor Area (square feet) Existing Allowed Proposed 8) Minimum distance between buildings Proposed % of demolition ϱͿMaximum Height ϲͿFront Setback ϳͿRear Setback ϴͿSide Setbacks Proposed % of demolition Commercial Proposed Use(s) Existing Allowed Proposed 1) FAR (Floor Area Ratio) 2) Floor Area (square feet) 3) Maximum Height 4) Off-Street Parking Spaces 5) Second Tier (square feet) 6) Pedestrian Amenity (square feet) Proposed % of demolition Existing non-conformities or encroachments: Variations requested: Lodge Additional Use(s) 1) FAR (Floor Area Ratio) 2) Floor Area (square feet) 3) Maximum Height 4) Free Market Residential(square feet) 4) Front setback 5) Rear setback 6) Side setbacks 7) Off-Street Parking Spaces 8) Pedestrian Amenity (square feet) Proposed % of demolition Existing Allowed Proposed 10-70 TRUSCOTT PLACE, ASPEN, COLORADO 81611 BG ARCHITECTURE & DESIGN PD 88,703.2SF 88,703.2SF NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying WKDWthe scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. Property Owner (“I”): Name: Email: Phone No.: Address of Property: (subject of application) I certify as follows: (pick one) Ƒ This property is not subject to a homeowner association or other form of private covenant. Ƒ This property is subject to a homeownerassociation or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. Ƒ This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: 'ate: Owner printed name: or, Attorney signature: 'ate: Attorney printed name: 10-70 TRUSCOTT PLACE ASPEN, COLORADO 81611 Evan Pletcher Digitally signed by Evan Pletcher Date: 2021.09.22 13:42:58 -06'00'9/22/2021 Evan Pletcher, City of Aspen TRUSCOTT PHASE II LLLP evan.pletcher@cityofaspen.(970) 429-1779 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 DEVELOPMENT REVIEW PROCEDURE ϭ͘Attend pre-application conference. During this one-on-one meeting, staff will determine the review process applies to your development proposal and will identify the materials necessary to review your application. Ϯ͘Submit Development Application. Based on your pre-application meeting, you should ĐŽŵƉůĞƚĞ to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. ϯ͘Determination of Completeness. Within five;ϱͿworking days of the date of your submission, staff will review theapplicationand notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose of the completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. ϰ͘Staff Review of Development Application. KŶĐĞǇŽƵƌĂƉƉůŝĐĂƚŝŽŶŝƐĚĞƚĞƌŵŝŶĞĚƚŽďĞĐŽŵƉůĞƚĞ͕ŝƚǁŝůůďĞ ƌĞǀŝĞǁĞĚďǇƚŚĞƐƚĂĨĨĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĂƉƉůŝĐĂďůĞƐƚĂŶĚĂƌĚƐŽĨƚŚĞŽĚĞ͘ƵƌŝŶŐƚŚĞƐƚĂĨĨƌĞǀŝĞǁƐƚĂŐĞ͕ƚŚĞ ĂƉƉůŝĐĂƚŝŽŶǁŝůůďĞƌĞĨĞƌƌĞĚƚŽŽƚŚĞƌĂŐĞŶĐŝĞƐĨŽƌĐŽŵŵĞŶƚƐ͘dŚĞWůĂŶŶĞƌĂƐƐŝŐŶĞĚƚŽǇŽƵƌĐĂƐĞŽƌƚŚĞĂŐĞŶĐǇŵĂǇ ĐŽŶƚĂĐƚǇŽƵŝĨĂĚĚŝƚŝŽŶĂůŝŶĨŽƌŵĂƚŝŽŶŝƐŶĞĞĚĞĚŽƌŝĨƉƌŽďůĞŵƐĂƌĞŝĚĞŶƚŝĨŝĞĚ͘^ƚĂĨĨǁŝůůĚƌĂĨƚĂŵĞŵŽĨŽƌƐŝŐŶĂƚƵƌĞ ďǇƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚŝƌĞĐƚŽƌƚŚĂƚĞǆƉůĂŝŶƐǁŚĞƚŚĞƌǇŽƵƌĂƉƉůŝĐĂƚŝŽŶĐŽŵƉůŝĞƐǁŝƚŚƚŚĞŽĚĞ͕ĂŶĚǁŝůů ůŝƐƚĂŶǇĐŽŶĚŝƚŝŽŶƐƚŚĂƚƐŚŽƵůĚĂƉƉůǇŝĨƚŚĞĂƉƉůŝĐĂƚŝŽŶŝƐƚŽďĞĂƉƉƌŽǀĞĚ͘ &ŝŶĂůĂƉƉƌŽǀĂůŽĨĂŶǇĞǀĞůŽƉŵĞŶƚƉƉůŝĐĂƚŝŽŶƚŚĂƚĂŵĞŶĚƐĂƌĞĐŽƌĚĞĚĚŽĐƵŵĞŶƚ͕ƐƵĐŚĂƐĂƉůĂƚ͕ĂŐƌĞĞŵĞŶƚ͕Žƌ ĚĞĞĚƌĞƐƚƌŝĐƚŝŽŶ͕ǁŝůůƌĞƋƵŝƌĞƚŚĞĂƉƉůŝĐĂŶƚƚŽƉƌĞƉĂƌĞĂŶĂŵĞŶĚĞĚǀĞƌƐŝŽŶŽĨƚŚĂƚĚŽĐƵŵĞŶƚĨŽƌƌĞǀŝĞǁĂŶĚ ĂƉƉƌŽǀĂůďǇƐƚĂĨĨ͘^ƚĂĨĨǁŝůůƉƌŽǀŝĚĞƚŚĞĂƉƉůŝĐĂŶƚǁŝƚŚƚŚĞĂƉƉůŝĐĂďůĞĐŽŶƚĞŶƚƐĨŽƌƚŚĞƌĞǀŝƐĞĚƉůĂƚ͘dŚĞŝƚǇ ƚƚŽƌŶĞǇŝƐŶŽƌŵĂůůǇŝŶĐŚĂƌŐĞŽĨƚŚĞĨŽƌŵĨŽƌƌĞĐŽƌĚĞĚĂŐƌĞĞŵĞŶƚƐĂŶĚĚĞĞĚƌĞƐƚƌŝĐƚŝŽŶƐ͘tĞƐƵŐŐĞƐƚƚŚĂƚǇŽƵŶŽƚ ŐŽƚŽƚŚĞƚƌŽƵďůĞŽƌĞǆƉĞŶƐĞŽĨƉƌĞƉĂƌŝŶŐƚŚĞƐĞĚŽĐƵŵĞŶƚƐƵŶƚŝůƚŚĞƐƚĂĨĨŚĂƐĚĞƚĞƌŵŝŶĞĚƚŚĂƚǇŽƵƌĂƉƉůŝĐĂƚŝŽŶŝƐ ĞůŝŐŝďůĞĨŽƌƚŚĞƌĞƋƵĞƐƚĞĚĂŵĞŶĚŵĞŶƚŽƌĞǆĞŵƉƚŝŽŶ͘ 5.Board Review of Application. /ĨĂƉƵďůŝĐŚĞĂƌŝŶŐŝƐƌĞƋƵŝƌĞĚĨŽƌƚŚĞůĂŶĚƵƐĞĂĐƚŝŽŶƚŚĂƚǇŽƵĂƌĞƌĞƋƵĞƐƚŝŶŐ͕ƚŚĞ WůĂŶŶŝŶŐƐƚĂĨĨǁŝůůƐĐŚĞĚƵůĞĂŚĞĂƌŝŶŐĚĂƚĞĨŽƌƚŚĞĂƉƉůŝĐĂƚŝŽŶƵƉŽŶĚĞƚĞƌŵŝŶĂƚŝŽŶƚŚĂƚƚŚĞĂƉƉůŝĐĂƚŝŽŶŝƐĐŽŵƉůĞƚĞ͘ dŚĞŚĞĂƌŝŶŐ;ƐͿǁŝůůďĞƐĐŚĞĚƵůĞĚďĞĨŽƌĞƚŚĞĂƉƉƌŽƉƌŝĂƚĞƌĞǀŝĞǁŝŶŐďŽĂƌĚ;ƐͿ͘dŚĞĂƉƉůŝĐĂŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽŵĂŝů ŶŽƚŝĐĞ;ŽŶĞĐŽƉǇƉƌŽǀŝĚĞĚďǇƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚͿƚŽƉƌŽƉĞƌƚǇŽǁŶĞƌƐǁŝƚŚŝŶϯϬĨĞĞƚŽĨƚŚĞ ƐƵďũĞĐƚƉƌŽƉĞƌƚǇĂŶĚƉŽƐƚŶŽƚŝĐĞ;ƐŝŐŶĂǀĂŝůĂďůĞĂƚƚŚĞŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚĞƉĂƌƚŵĞŶƚͿŽĨƚŚĞƉƵďůŝĐŚĞĂƌŝŶŐ ŽŶƚŚĞƐŝƚĞĂƚůĞĂƐƚĨŝĨƚĞĞŶ;ϭϱͿĚĂǇƐƉƌŝŽƌƚŽƚŚĞŚĞĂƌŝŶŐĚĂƚĞ͘;WůĞĂƐĞƐĞĞƚƚĂĐŚŵĞŶƚϲĨŽƌŝŶƐƚƌƵĐƚŝŽŶƐ͘ͿdŚĞ WůĂŶŶŝŶŐƐƚĂĨĨǁŝůůƉƵďůŝƐŚŶŽƚŝĐĞŽĨƚŚĞŚĞĂƌŝŶŐŝŶƚŚĞƉĂƉĞƌĨŽƌůĂŶĚƵƐĞƌĞƋƵĞƐƚƐƚŚĂƚƌĞƋƵŝƌĞƉƵďůŝĐĂƚŝŽŶ͘ dŚĞWůĂŶŶŝŶŐƐƚĂĨĨǁŝůůƚŚĞŶĨŽƌŵƵůĂƚĞĂƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽŶƚŚĞůĂŶĚƵƐĞƌĞƋƵĞƐƚĂŶĚĚƌĂĨƚĂŵĞŵŽƚŽƚŚĞ ƌĞǀŝĞǁŝŶŐďŽĂƌĚ;ƐͿ͘^ƚĂĨĨǁŝůůƐƵƉƉůǇƚŚĞĂƉƉůŝĐĂŶƚǁŝƚŚĂĐŽƉǇŽĨƚŚĞWůĂŶŶŝŶŐƐƚĂĨĨ͛ƐŵĞŵŽ͕ĂƉƉƌŽǆŝŵĂƚĞůǇĨŝǀĞ;ϱͿ ĚĂǇƐƉƌŝŽƌƚŽƚŚĞŚĞĂƌŝŶŐ͘dŚĞƉƵďůŝĐŚĞĂƌŝŶŐ;ƐͿǁŝůůƚĂŬĞƉůĂĐĞďĞĨŽƌĞƚŚĞĂƉƉƌŽƉƌŝĂƚĞƌĞǀŝĞǁďŽĂƌĚƐ͘WƵďůŝĐ ŚĞĂƌŝŶŐƐŝŶĐůƵĚĞĂƉƌĞƐĞŶƚĂƚŝŽŶďǇƚŚĞWůĂŶŶŝŶŐƐƚĂĨĨ͕ĂƉƌĞƐĞŶƚĂƚŝŽŶďǇƚŚĞĂƉƉůŝĐĂŶƚ;ŽƉƚŝŽŶĂůͿ͕ĐŽŶƐŝĚĞƌĂƚŝŽŶŽĨ ƉƵďůŝĐĐŽŵŵĞŶƚ͕ĂŶĚƚŚĞƌĞǀŝĞǁŝŶŐďŽĂƌĚ͛ƐƋƵĞƐƚŝŽŶƐĂŶĚĚĞĐŝƐŝŽŶ͘ (Continued on next page) CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 ϲ͘Issuance of Development Order. /ĨƚŚĞůĂŶĚƵƐĞƌĞǀŝĞǁŝƐĂƉƉƌŽǀĞĚ͕ƚŚĞŶƚŚĞWůĂŶŶŝŶŐƐƚĂĨĨǁŝůůŝƐƐƵĞĂ ĞǀĞůŽƉŵĞŶƚKƌĚĞƌ͕ǁŚŝĐŚĂůůŽǁƐƚŚĞĂƉƉůŝĐĂŶƚƚŽƐƵďŵŝƚĂďƵŝůĚŝŶŐƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶ͘ ϳ͘Receipt of Building Permit. KŶĐĞǇŽƵŚĂǀĞƌĞĐĞŝǀĞĚĂĐŽƉǇŽĨƚŚĞƐŝŐŶĞĚƐƚĂĨĨĂƉƉƌŽǀĂů͕ǇŽƵŵĂǇĂƉƉůǇĨŽƌĂ ďƵŝůĚŝŶŐƉĞƌŵŝƚ͘ƵƌŝŶŐƚŚŝƐƚŝŵĞ͕ǇŽƵƌƉƌŽũĞĐƚǁŝůůďĞĞǆĂŵŝŶĞĚĨŽƌŝƚƐĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞhŶŝĨŽƌŵƵŝůĚŝŶŐŽĚĞ͘ /ƚĂůƐŽǁŝůůďĞĐŚĞĐŬĞĚĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞ>ĂŶĚhƐĞZĞŐƵůĂƚŝŽŶƐƚŚĂƚǁĞƌĞŶŽƚ ƌĞǀŝĞǁĞĚŝŶĚĞƚĂŝůĚƵƌŝŶŐƚŚĞůĂŶĚƵƐĞĐĂƐĞƌĞǀŝĞǁ͘;dŚŝƐŵŝŐŚƚŝŶĐůƵĚĞĂĐŚĞĐŬŽĨĨůŽŽƌĂƌĞĂƌĂƚŝŽƐ͕ƐĞƚďĂĐŬƐ͕ ƉĂƌŬŝŶŐ͕ŽƉĞŶƐƉĂĐĞĂŶĚƚŚĞůŝŬĞͿ͘/ŵƉĂĐƚĨĞĞƐĨŽƌǁĂƚĞƌ͕ƐĞǁĞƌ͕ƉĂƌŬƐ͕ĂŶĚĞŵƉůŽǇĞĞŚŽƵƐŝŶŐǁŝůůďĞĐŽůůĞĐƚĞĚĂƐ ƉĂƌƚŽĨƚŚĞƉĞƌŵŝƚƚŝŶŐƉƌŽĐĞƐƐ͘ŶǇĚŽĐƵŵĞŶƚƌĞƋƵŝƌĞĚƚŽďĞƌĞĐŽƌĚĞĚ͕ƐƵĐŚĂƐĂƉůĂƚ͕ĚĞĞĚƌĞƐƚƌŝĐƚŝŽŶ͕Žƌ ĂŐƌĞĞŵĞŶƚ͕ǁŝůůďĞƌĞǀŝĞǁĞĚĂŶĚƌĞĐŽƌĚĞĚďĞĨŽƌĞĂďƵŝůĚŝŶŐƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶŝƐƐƵďŵŝƚƚĞĚ͘ 20 September 2021 City of Aspen Community Development 130 South Galena Street Aspen, Colorado 81611 (970) 920‐9000 Barry Gereb BG Architecture & Design 111H Aspen Airport Business Center Aspen, Colorado 81611 (970) 948‐6709 Re: 10‐70 Truscott Place Aspen, Colorado 81611 Letter of Authorization I, Evan Pletcher, applicant, authorize BG Architecture & Design to act on my behalf with regards to the 10‐70 Truscott Place exterior stair remodel project. Applicant’s contact information: Name: Evan Pletcher Address: 130 South Galena Street Aspen, Colorado 81611 Telephone: (970) 987‐0208 Authorized agent contact information: Name: BG Architecture & Design Address: 111H Aspen Airport Business Center Aspen, Colorado 81611 Telephone: (970) 984‐6709 Contact: Barry Gereb _________________________________ _____________ Applicant Signature Date 20 September 2021 City of Aspen Community Development 130 South Galena Street Aspen, Colorado 81611 (970) 920‐9000 Barry Gereb BG Architecture & Design 111H Aspen Airport Business Center Aspen, Colorado 81611 (970) 948‐6709 Re: 10‐70 Truscott Place Aspen, Colorado 81611 Project Narrative Buildings 10 through 70 of the Truscott Phase II development is proposed to undergo a remodel of it’s exterior egress stairs. The constructed solution that align with the purpose of the City of Aspen’s Land Use Regulations in that is seeks to promote the health, safety and welfare of the building’s occupants via a design that respects the historic, architectural, natural and environmental character of the city. The remodel project’s scope is centered on four existing exterior egress stairs that serve as the primary circulation route to/from the above grade dwelling units. The stairs are currently open on all sides that do not abut a building, allowing them to collect snow, ice and rain. The concrete and steel treads, risers and landings of the four existing egress stairs are also damaged from repeated exposure to outdoor elements. These conditions create unsafe conditions for the building’s occupants. The proposed remodel seeks to correct these deficiencies with the construction of roofs and screen walls around the stairs, and the replacement of the stair treads, risers and landings. The proposed roofs will cover the existing exterior stairs and match the existing buildings’ roofs in material, construction and form. The roof coverage will lessen the amount of precipitation that will accumulate on the stairs, resulting in a condition that is in favor of the health, safety and welfare of the building’s occupants. The proposed shed roofs match the form of those found on site and commonly across the city on buildings of all ages, are simple in form as to avoid visual distraction of the surrounding natural environment, and incorporate drainage patterns that work with existing on‐site drainage methods as to have the least possible amount of impact on the natural character of the site and surrounding environment. The proposed screen walls will wrap around the existing stairs’ sides and consist of wood grained Trex Cladding, perforated corten steel panels, and solid corten steel panels. The screen walls and roofs will significantly lessen the amount of precipitation that accumulates on the stairs, resulting in a condition that is in favor of the health safety and welfare of the building’s occupants. Additionally, the materials chosen are reflective of the surrounding natural environment and mining history of Aspen. The simple form of the screen walls is consistent with the language of the existing buildings on site, and the natural toned and textured materials will visually blend in with the surrounding nature. The existing concrete on steel pan construction stair treads, risers and landings are proposed to be removed and replaced with galvanized, perforated steel panel tread and landings with solid steel riser panels. The new material selection will resist the outdoor environment better than the existing concrete and steel construction and permit precipitation to drain through, while not changing the configuration of structure of the stairs. This portion of construction is also directly aimed at promoting the health, safety and welfare of the buildings’ inhabitants while having as minimal as possible of a visual impact on the overall development or surrounding natural environment. Residential Design Standards Exemption Form Exemption Applies Notes Remodel of a structure where the alterations proposed change the exterior of the building, but are not addressed by any of the Residential Design Standards Residential unit within a mixed-use building Designated historic resource listed on the Aspen Inventory of Historic Landmark Sites and Structures Has already received a board design approval Disclaimer: This exemption is only valid for the attached scope of work. If the project scope ex- pands to include work subject to Residential Design Standards, the applicant shall be required to apply for an Administrative Compliance Review. Address: Parcel ID: Zone District/PD: Representative: Email: Phone: Scope of Work: Reviewed by: (Project plans/elevations attached) PRE-APPLICATION CONFERENCE SUMMARY (PRE-21-019) PLANNER: Sophie Varga, 429.2778, Sophie.Varga@CityofAspen.com DATE: February 19th, 2021 PROJECT: Aspen Golf Course Subdivision – Insubstantial Planned Development Amendment PARCEL NUMBER: 2735-111-09-703 REPRESENTATIVE: Kyle Donath, Kyle.Donath@bgadaspen.com; Evan Pletcher, Evan.Pletcher@cityofaspen.com DESCRIPTION: The applicant is proposing work at Truscott Phase II, Buildings 10-70; Lot 3 of the Aspen Golf Course Subdivision, Building Envelope 1. The applicant is proposing to enclose the exterior stairs on three sides with perforated screen walls and roofing with interior lighting. The applicant also proposes to replace the existing concrete treads and landings with metal treads and landings. The current conditions lead to the accumulation of snow and ice on the lower level of the stairs. The proposed alterations require a Planned Development Amendment and compliance with the Residential Design Standards (unless exempted in the approving documents). In order to qualify for an Insubstantial Planned Development Amendment, the applicant must comply with the following review criteria: A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meet the following criteria: 1. The request does not change the use or character of the development. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. 5. An applicant may not apply for Detailed Review if an amendment is pending. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.410 Residential Design Standards 26.445.110.A Insubstantial Amendments For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code REVIEW BY: Staff for complete application and decision PUBLIC HEARING: No PLANNING FEES: $0 REFERRAL FEES: None TOTAL DEPOSIT: $0 - Planning review fees are waived for General Fund Departments APPLICATION CHECKLIST: Please submit a digital copy of the application to the planner listed on the preapplication.  Completed Land Use Application and signed Fee Agreement.  Pre-application Conference Summary(this document).  Fee Waiver  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. The purpose of this requirement is to show that the Applicant has the authority to apply for a Land Use Case.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  A site improvement survey (no older than a year from submittal) showing the current status of the parcel certified by a registered land surveyor licensed in the State of Colorado.  A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property.  Scaled plans depicting the proposed scope of work.  HOA Compliance form (Attached to Application) Once the copy is deemed complete by staff, the following items will then need to be submitted:  Total deposit for review of the application. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 711 E. Valley Rd, Unit 201B Basalt, CO 81621 Phone: 970-366-4111 Fax: 970-672-1576 www.titlecorockies.com Commitment Ordered By: Kyle Donath BG Architecture & Design 111H Aspen Airport Business Center Aspen, CO 81611 Phone: 860-681-8881 Fax: email: kyle.donath@bdadaspen.com Inquiries should be directed to: Authorized Officer or Agent Title Company of the Rockies 711 E. Valley Rd, Unit 201B Basalt, CO 81621 Phone: 970-366-4111 Fax: 970-672-1576 Commitment Number:TBD 7000834 Buyer's Name(s):Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below Seller's Name(s):Truscott Phase II LLLP Property:22475 Hwy 82, Aspen, CO 81611 Aspen Golf Course, Lot 3, Pitkin County, CO TITLE CHARGES These charges are based on issuance of the policy or policies described in the attached Commitment for Title Insurance, and includes premiums for the proposed coverage amount(s) and endorsement(s) referred to therein, and may also include additional work and/or third party charges related thereto. If applicable, the designation of “Buyer” and “Seller” shown below may be based on traditional settlement practices in Pitkin County, Colorado, and/or certain terms of any contract, or other information provided with the Application for Title Insurance. Owner’s Policy Premium: Loan Policy Premium: Additional Lender Charge(s): Additional Other Charge(s): Tax Certificate: Total Endorsement Charge(s): TBD Charge(s): TOTAL CHARGES: $0.00 $0.00 $250.00 $250.00 Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). CM-2 (ALTA Commitment for Title Insurance (6-17-06)(WLTIC Edition (9/26/07) ALTA Commitment For Title Insurance (Adopted 06-17-06) (Revised 08-01-2016) COMMITMENT FOR TITLE INSURANCE ISSUED BY WESTCOR LAND TITLE INSURANCE COMPANY NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, WESTCOR LAND TITLE INSURANCE COMPANY, a South Carolina Corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within six (6) months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. IN WITNESS WHEREOF, WESTCOR LAND TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed and by these presents to be signed in facsimile under authority of its by-laws, effective as of the date of Commitment shown in Schedule A. Issued By: WESTCOR LAND TITLE INSURANCE COMPANY Title Company of the Rockies, LLC 10 W Beaver Creek Blvd., Suite 221, PO Box 980 Avon, CO 81620-0980 Phone: (970) 949-9497 CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other1. security instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien,2. encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named3. proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not4. an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when5. the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< http://www.alta.org/>. Westcor Land Title Insurance Company Joint Notice of Privacy Policy of Westcor Land Title Insurance Company and Title Company of the Rockies, LLC Westcor Land Title Insurance Company (“WLTIC”) and Title Company of the Rockies, LLC value their customers and are committed to protecting the privacy of personal information. In keeping with that philosophy, we each have developed a Privacy Policy, set out below, that will endure the continued protection of your nonpublic personal information and inform you about the measures WLTIC and Title Company of the Rockies, LLC take to safeguard that information. This notice is issued jointly as a means of paperwork reduction and is not intended to create a joint privacy policy. Each company’s privacy policy is separately instituted, executed, and maintained. Who is Covered We provide our Privacy Policy to each customer when they purchase a WLTIC title insurance policy. Generally, this means that the Privacy Policy is provided to the customer at the closing of the real estate transaction. Information Collected In the normal course of business and to provide the necessary services to our customers, we may obtain nonpublic personal information directly from the customer, from customer-related transactions, or from third parties such as our title insurance agent, lenders, appraisers, surveyors and other similar entities. Access to Information Access to all nonpublic personal information is limited to those employees who have a need to know in order to perform their jobs. These employees include, but are not limited to, those in departments such as closing, legal, underwriting, claims and administration and accounting. Information Sharing Generally, neither WLTIC nor Title Company of the Rockies, LLC shares nonpublic personal information that it collects with anyone other than those individuals necessary needed to complete the real estate settlement services and issue its title insurance policy as requested by the consumer. WLTIC or Title Company of the Rockies, LLC may share nonpublic personal information as permitted by law with entities with whom WLTIC or Title Company of the Rockies, LLC has a joint marketing agreement. Entities with whom WLTIC or Title Company of the Rockies, LLC have a joint marketing agreement have agreed to protect the privacy of our customer’s nonpublic personal information by utilizing similar precautions and security measures as WLTIC and Title Company of the Rockies, LLC use to protect this information and to use the information for lawful purposes. WLTIC or Title Company of the Rockies, LLC, however, may share information as required by law in response to a subpoena, to a government regulatory agency or to prevent fraud. Information Security WLTIC and Title Company of the Rockies, LLC, at all times, strive to maintain the confidentiality and integrity of the personal information in its possession and has instituted measures to guard against its unauthorized access. We maintain physical, electronic and procedural safeguards in compliance with federal standards to protect that information. The WLTIC Privacy Policy can be found on WLTIC ’s website at www.wltic.com COMMITMENT FOR TITLE INSURANCE Issued by as agent for Westcor Land Title Insurance Company SCHEDULE A Reference:Commitment Number: TBD 7000834 1.Effective Date: May 14, 2021, 7:00 am Issue Date: May 26, 2021 2.Policy (or Policies) to be issued: ALTA Owner's Policy (6-17-06)Policy Amount:Amount to be Determined Premium:Amount to be Determined Proposed Insured:Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below 3.The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4.The Title is, at the Commitment Date, vested in: Truscott Phase II LLLP 5.The land referred to in this Commitment is described as follows: FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE For Informational Purposes Only - APN: R018406 Countersigned Title Company of the Rockies, LLC By: Susan Sarver This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 1 Commitment No: TBD 7000834 SCHEDULE A (continued) LEGAL DESCRIPTION The Land referred to herein is located in the County of Pitkin, State of Colorado, and described as follows: Lot 3, THE ASPEN GOLF COURSE SUBDIVISION, according to the Plats thereof recorded June 20, 1985 in Plat Book 17 at Page 34 as Reception No. 269092 and as Amended by Plat recorded May 19, /994 in Plat Book 34 at Page 51 as Reception No. 370200 and Amended by Plat recorded April 29, 1998 in Plat Book 44 at Page 84 as Reception No. 416226, and Third Amended Plat of the Aspen Golf Course Subdivision recorded February 23, 2001 in Plat Book 56 at Page 72 as Reception No. 451795, Fourth Amended Plat of the Aspen Golf Course Subdivision recorded December 5, 2002 in Plat Book 63 at page 62 as Reception No. 475669. County of Pitkin, State of Colorado. For each policy to be issued as identified in Schedule A, Item 2, the Company shall not be liable under this commitment until it receives a specific designation of a Proposed Insured, and has revised this commitment identifying that Proposed Insured by name. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 2 Commitment No: TBD 7000834 COMMITMENT FOR TITLE INSURANCE Issued by Westcor Land Title Insurance Company SCHEDULE B, PART I Requirements The following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the effective date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded in the office of the clerk and recorded of the county in which said property is located. All of the following Requirements must be met: 1.The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2.Pay the agreed amount for the estate or interest to be insured. 3.Pay the premiums, fees, and charges for the Policy to the Company. 4.Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. Evidence satisfactory to the Company or its duly authorized agent that all dues and/or5. assessments levied by the Homeowners Association have been paid through the date of closing. Evidence satisfactory to the Company or its duly authorized agent either (a) that the "real estate6. transfer taxes" imposed by Ordinance No. 20 (Series of 1979), and by Ordinance No. 13, (Series of 1990), of the City of Aspen, Colorado have been paid, and that the liens imposed thereby have been fully satisfied, or (b) that Certificates of Exemption have been issued pursuant to the provisions thereof. Release by the Public Trustee of Pitkin County of the Deed of Trust from for the use of City of7. Aspen, Colorado, to secure $2,900,000.00, dated September 6, 2001, and recorded September 14, 2001 as Reception No. 458648. NOTE: First Amendment to Deed of Trust recorded March 28, 2002 as Reception No. 465561, given in connection with the above Deed of Trust. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I Page 3 Commitment No: TBD 7000834 NOTE: Subordination Agreement recorded May 21, 2003 as Reception No. 483066, given in connection with the above Deed of Trust. Release by the Public Trustee of Pitkin County of the Deed of Trust from for the use of Colorado8. Housing and Finance Authority, to secure $5,650,000.00, dated May 1, 2003, and recorded May 21, 2003 as Reception No. 483063. Deed from Truscott Phase II LLLP to Purchaser with contractual rights under a purchaser9. agreement with the vested owner identified at item 4 below. NOTE: Duly executed real property transfer declaration, executed by either the Grantor or Grantee, to accompany the Deed mentioned above, pursuant to Article 14 of House Bill No. 1288-CRA 39-14-102. NOTE: EXCEPTION NO. 5 UNDER SCHEDULE B, SECTION 2 OF THIS COMMITMENT WILL NOT APPEAR IN THE POLICY OR POLICIES TO BE ISSUED PURSUANT HERETO, PROVIDED THAT (A) THE DOCUMENTS CONTEMPLATED BY THE REQUIREMENTS SET FORTH IN SCHEDULE B, SECTION 1 OF THIS COMMITMENT ARE SUBMITTED TO AND APPROVED AND RECORDED BY THE COMPANY OR ITS DULY AUTHORIZED AGENT, AND (B) AN EXAMINATION OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR PITKIN COUNTY, COLORADO BY THE COMPANY OR ITS DULY AUTHORIZED AGENT DISCLOSES THAT NO DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS HAVE BEEN RECORDED IN SUCH RECORDS SUBSEQUENT TO THE EFFECTIVE DATE HEREOF. 24-month Chain of Title: The only conveyance(s) affecting said land recorded within the 24 months preceding the date of this commitment is (are) as follows: CORRECTION WARRANTY DEED recorded April 30, 2002 as Reception No. 466858. WARRANTY DEED recorded September 14, 2001 as Reception No. 458647. NOTE: If no conveyances were found in that 24 month period, the last recorded conveyance is reported. If the subject land is a lot in a subdivision plat less than 24 months old, only the conveyances subsequent to the plat are reported. THE COMPANY RESERVES THE RIGHT TO CONDUCT AN ADDITIONAL SEARCH OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR PITKIN COUNTY, COLORADO FOR JUDGMENT LIENS, TAX LIENS OR OTHER SIMILAR OR DISSIMILAR INVOLUNTARY MATTERS AFFECTING THE GRANTEE OR GRANTEES, AND TO MAKE SUCH ADDITIONAL REQUIREMENTS AS IT DEEMS NECESSARY, AFTER THE IDENTITY OF THE GRANTEE OR GRANTEES HAS BEEN DISCLOSED TO THE This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 4 Commitment No: TBD 7000834 COMPANY. NOTE: THIS COMMITMENT IS ISSUED UPON THE EXPRESS AGREEMENT AND UNDERSTANDING THAT THE APPLICABLE PREMIUMS, CHARGES AND FEES SHALL BE PAID BY THE APPLICANT IF THE APPLICANT AND/OR ITS DESIGNEE OR NOMINEE CLOSES THE TRANSACTION CONTEMPLATED BY OR OTHERWISE RELIES UPON THE COMMITMENT, ALL IN ACCORDANCE WITH THE RULES AND SCHEDULES OF RATES ON FILE WITH THE COLORADO DEPARTMENT OF INSURANCE. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 5 Commitment No: TBD 7000834 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. Any loss or damage, including attorney fees, by reason of the matters shown below: Any facts, right, interests, or claims which are not shown by the Public Records but which could1. be ascertained by an inspection of said Land or by making inquiry of persons in possession thereof. Easements or claims of easements, not shown by the Public Records.2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the3. Title that would be disclosed by an accurate and complete land survey of the Land. 4. Any lien, or right to a lien for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof, but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same7. be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded October 27, 1892 in Book 55 at Page 31 as Reception No. 49766. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same8. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 6 Commitment No: TBD 7000834 be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded October 27, 1892 in Book 55 at Page 33 as Reception No. 49768. Terms, conditions, obligations, provisions, easement and other matters as shown and contained9. on Open Space Annexation No. 1 Plat recorded April 20, 1971 in Plat Book 4 at Page 191 as Reception No. 145238. Easements, rights of way and other matters as shown and contained on Plats of the subject10. property recorded June 20, 1985 in Plat Book 17 at Page 34 as Reception No. 269092, and recorded May 19, 1994 in Plat Book 34 at Page 51 as Reception No. 370200, and recorded April 29, 1998 in Plat Book 44 at Page 84 as Reception No. 416226, and recorded February 23, 2001 in Plat Book 56 at Page 72 as Reception No. 451795, Fourth Amendment recorded December 5, 2002 in Plat Book 63 at Page 62 as Reception No. 475669. Terms, conditions, obligations and provisions as set forth in Ordinance No. 34 (Series of 2000) of11. the City Council of the City of Aspen, approving the Aspen Golf and Tennis Club/Truscott Housing final planned unit development, subdivision, rezoning and exemptions from the scoring and competition procedures of growth management quota system, recorded August 24, 2000 as Reception No. 446258. Terms, conditions, obligations and provisions as set forth in the Subdivision Improvement and12. PUD Agreement, recorded February 23, 2001 as Reception No. 451796. Terms, conditions, obligations, provisions and easements of Trench, Conduit, and Vault13. Agreement as set forth in instrument recorded May 9, 2001 as Reception No. 454342. Terms, conditions, obligations, provisions as set forth Resolution No. 11, Series of 2002,14. recorded February 26, 2002 as Reception No. 464378, recorded March 18, 2002 as Reception No. 465179, recorded March 28, 2002 as Reception No. 465558 and Reception No. 465559. Terms, conditions, obligations, provisions as set forth Parking Easement, recorded March 28,15. 2002 as Reception No. 465894. Terms, conditions, obligations, provisions as set forth Truscott Place Occupancy Deed16. Restriction and Agreement, recorded April 30, 2002 as Reception No. 466859. Terms, conditions, obligations, provisions as set forth Low-Income Housing Tax Credit Land Use17. Restriction Agreement, recorded February 24, 2003 as Reception No. 479079, Partial Subordination recorded February 24, 2003 as Reception No. 479080 and Reception No. 479081. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 7 Commitment No: TBD 7000834 DISCLOSURE STATEMENTS Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed.” (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: The Land described in Schedule A of this commitment must be a single-family residence, which includes a1. condominium or townhouse unit. No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2. the Land described in Schedule A of this Commitment within the past 13 months. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3. and materialmen's liens. Any deviation from conditions A though C above is subject to such additional requirements or Information4. as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception. Payment of the premium for said coverage.5. Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.: The subject real property may be located in a special taxing district;(i) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii) County Treasurer's authorized agent; and Information regarding special districts and the boundaries of such districts may be obtained from the(iii) County Commissioners, the County Clerk and Recorder, or the County Assessor. Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding). Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given: (a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property, and (b)That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform. Note 7: Our Privacy Policy: We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer, or are required by law. Note 8: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law. Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned. Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and including closing.” Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such Page 8 purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with the following: The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1. fiduciary capacity. The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2. as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise provided in this section. If the transaction does not close, the title entity shall: Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a) or If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b) 180 days from the scheduled date of closing, after which the title entity shall return said funds to the payor. In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3. of the contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: Await any proceeding; or(a) Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b) costs and reasonable attorney and legal fees; or Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c) and complaint or claim (between buyer and seller), containing the case number of the lawsuit or lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing party.” Page 9 Commitment No: TBD 7000834 Title Company of the Rockies Disclosures All documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. Pursuant to C.R.S. 30-10-406(3)(a). The company will not issue its policy or policies of title insurance contemplated by this commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County Treasurer or the County Treasurer's authorized agent: or until the Proposed Insured has notified or instructed the company in writing to the contrary. Pursuant to C.R.S. 10-11-122. No person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawals as a matter ofright. Pursuant to C.R.S. 38-35-125(2). The Company hereby notifies the proposed buyer in the current transaction that there may be recorded evidence that the mineral estate, or portion thereof, has been severed, leased, or otherwise conveyed from the surface estate. If so, there is a substantial likelihood that a third party holds some or all interest in the oil, gas, other minerals, or geothermal energy in the subject property. Such mineral estate may include the right to enter and use the property without the surface owner's permission. Pursuant to C.R.S. 10-11-123. If this transaction includes a sale of property and the sales price exceeds $100,000.00, the seller must comply with thedisclosure/withholding requirements of said section. (Nonresident withholding) Pursuant to C.R.S. 39-22-604.5. Notice is hereby given that: The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorizedagent. Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Pursuant to C.R.S. 10-11-122. Notice is hereby given that: Pursuant to Colorado Division of Insurance Regulation 8-1-2; "Gap Protection" -When this Company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction, the Company shall be responsible for all matters which appear on the record prior to such time or recording or filing; and "Mechanic's Lien Protection" - If you are the buyer of a single family residence, you may request mechanic's lien coverage to be issued on your policy of Insurance. If the property being purchased has not been the subject of construction, improvements or repairs in the last six months prior to the date of this commitment, the requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment the requirements may involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject to revision and approval by the Company. Pursuant to C.R.S. 10-11-122. Notice is hereby given that an ALTA Closing Protection Letter is available, upon request, to certain parties to the transaction as noted in the title commitment. Pursuant to Colorado Division of Insurance Regulation 8-1. Nothing herein contained will be deemed to obligate the Company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. Page 10 LOT 3 THE ASPEN GOLF COURSE SUBDIVISION PITKIN COUNTY, COLORADO ❑ 10 20 40 1" = 201 NOTES 1) LEGAL DESCRIPTION: LOT 3, THE ASPEN GOLF COURSE SUBDIVISION, ACCORDING TO THE PLATS THEREOF RECORDED JUNE 20, 1985 IN PLAT BOOK 17 AT PAGE 34 AS RECEPTION NO. 269092 AND AS AMENDED BY PLAT RECORDED MAY 19, 1994 IN PLAT BOOK 34 AT PAGE 51 AS RECEPTION NO. 370200 AND AMENDED BY PLAT RECORDED APRIL 29, 1998 IN PLAT BOOK 44 AT PAGE 84 AS RECEPTION NO. 416226, AND THIRD AMENDED PLAT OF THE ASPEN GOLF COURSE SUBDIVISION RECORDED FEBRUARY 23, 2001 IN PLAT BOOK 56 AT PAGE 72 AS RECEPTION NO. 451795, FOURTH AMENDED PLAT OF THE ASPEN GOLF COURSE SUBDIVISION RECORDED DECEMBER 5, 2002 IN PLAT BOOK 63 AT PAGE 62 AS RECEPTION NO. 475669. COUNTY OF PITKIN, STATE OF COLORADO. 2) BASIS OF BEARING: A BEARING OF S56°14'49"E BETWEEN A FOUND #5 REBAR NO CAP AT THE N.W. PROPERTY CORNER AND A FOUND #5 REBAR AND 11/" OPC LS# 28643 AT THE N.E. PROPERTY CORNER. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. TBD70000834, DATED 05/26/2021. 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. LEGEND O INDICATES FOUND MONUMENT AS DESCRIBED. OPC 1%" ORANGE PLASTIC CAP ON #5 REBAR WM WATER METER ELECTRIC TRANSFORMER EM ELECTRIC METER 0 DRY WELL GM GAS METER QT TELEPHONE RISER RO ROOF OVERHANG �D VENT WW WINDOW WELL LIGHT POLE OF UPPER FLOOR ® CURB STOP EV ELECTRIC VAULT B DOWN SPOUT UD UPPER DECK SURVEYOR'S CERTIFICATE I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SITE SURVEY PERFORMED UNDER MY SUPERVISION ON 07/2021 OF THE ABOVE DESCRIBED PARCEL OF LAND. MICHAEL P. LAFFERTY PLS. # 37972 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 T1.0 PROJECT DATA SHEET #TITLE T1.0 PROJECT DATA T1.1 IMPROVEMENT LOCATION CERTIFICATE / SITE SURVEY CC1.0 CODE COMPLIANCE CC1.1 FIRE RATED ASSEMBLIES SURVEY: SV1.0 SITE SURVEY ARCHITECTURAL: SP1.0 EXISTING/DEMO SITE SURVEY SP1.1 SITE PLAN D1.0 EXISTING / DEMO STAIR 10 PLANS D1.1 EXISTING / DEMO STAIR 20 PLANS D1.2 EXISTING / DEMO STAIR 40 PLANS D1.3 EXISTING / DEMO STAIR 70 PLANS D1.4 EXISTING / DEMO PHOTOS A1.0 PARTIAL FLOOR AND ROOF PLANS BUILDING 10 A1.1 PARTIAL FLOOR AND ROOF PLANS BUILDINGS 10 & 20 A1.2 PARTIAL FLOOR AND ROOF PLANS BUILDINGS 40 & 50 A1.3 PARTIAL FLOOR AND ROOF PLANS BUILDING 70 A2.0 STAIR 10 ELEVATIONS A2.1 STAIR 20 ELEVATIONS A2.2 STAIR 40 ELEVATIONS A2.3 STAIR 70 ELEVATIONS A2.4 EXTERIOR MATERIALS A3.0 STAIR & ROOF SECTIONS A4.0 STAIR 10 STAIR PLANS & REFLECTED CEILING PLANS A4.1 STAIR 20 STAIR PLANS & REFLECTED CEILING PLANS A4.2 STAIR 40 STAIR PLANS & REFLECTED CEILING PLANS A4.3 STAIR 70 STAIR PLANS & REFLECTED CEILING PLANS A5.0 EXISTING/DEMOLITION CONSTRUCTION DETAILS A5.1 STAIR / SIDING DETAILS STRUCTURAL: S.2.003 ROOF FRAMING PLAN S.6.001 GENERAL NOTES AND DETAILS TRUSCOT STAIRS 10-70 TRUSCOTT PLACE ASPEN, COLORADO 81611 ARCHITECT: BG ARCHITECTURE + DESIGN 111H ASPEN AIRPORT BUSINESS CENTER ASPEN, COLORADO 81611 (970) 948 6709 BARRY.GEREB@BGADSPEN.COM CONTACT: BARRY GEREB OWNER: TRUSCOTT PHASE II LLLP 530 EAST MAIN STREET ASPEN, COLORADO 81611 JURISDICTION ASPEN COMMUNITY DEVELOPMENT 130 SOUTH GALENA STREET ASPEN, COLORADO 81611 (970) 920-5000 BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (2015 IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (2015 IEBC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC) PROJECT CONTACTS: N SCALE: NOT TO SCALE VICINITY MAP PROJECT DATA: -REMOVE EXISTING STAIR TREADS -CONSTRUCTION OF NEW STAIR TREADS -CONSTRUCTION OF NEW STAIR ROOFS -CONSTRUCTION OF NEW SCREENING ON EXISTING AND NEW STAIR FRAMING -CONSTRUCTION OF NEW STAIR LIGHTING PROJECT SCOPE: EXISTING THERMAL ENVELOPE TO REMAIN ENERGY COMPLIANCE: ORIGINALLY PERMITTED UNDER: 1997 UNIVERSAL BUILDING CODE ORIGINAL CONSTRUCTION TYPE: V-1 HOUR CLASSIFICATION OF WORK: LEVEL 2 ALTERATIONS CONSTRUCTION TYPE:VB OCCUPANCY GROUP:GROUP R-2 (APARTMENT UNITS) FIRE PROTECTION:NON-SPRINKLERED MAX ALLOWABLE PROPOSED BUILDING FOOTPRINT:NO CHANGE NO CHANGE FLOOR AREA:NO CHANGE NO CHANGE STAIR ROOF HEIGHT:41'-4 1/2"34'-1" CODE ANALYSIS: SUBDIVISION: ASPEN GOLF COURSE LOT 3 LEGAL DESCRIPTION: 10-70 TRUSCOTT PLACE ASPEN, COLORADO 81611 PARCEL ID: 273511109703 PROJECT ADDRESS: SURVEYOR: ASPEN SURVEY 210 SOUTH GALENA STREET #22 ASPEN, COLORADO 81611 CONTACT: MICHAEL LAFFERTY PLS CONTACT@ASPENSURVEY.COM (970) 925-3816 SHEET INDEX: PROJECT SITE: 10-70 TRUSCOTT PLACE ASPEN, COLORADO 81611 MAIN S T R E E T HI G H W A Y 8 2 E A S T C O O P E R A V E N U E ASPEN STRUCTURAL ENGINEER: SILVER TOWN STRUCTURES 307N ASPEN AIRPORT BUSINESS CENTER ASPEN, CO 81611 T. (970) 300 1003 CONTACT: HEIN BRUTSAERT HEIN3@SOPRIS.NET TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 T1.1 GENERAL NOTES & LEGEND D01 A 1 A3.0 1 A3.0 1 A3.0 1 A5.0 1 A2.0 4 1 2 3 CONCRETE CONCRETE MASONRY STONE FRAME WALL TILE STEEL ALUMINUM OR SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO /PLASTER PLYWOOD SOIL/ COMPLACTED FILL ROCK/ NON-COMPACTED FILL/ GRAVEL SAND/ GWB/ PLASTER FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING GLU-LAM WOOD PARTICAL BOARD OR WOOD FIBER BOARD RIGID INSULATION CARPET 1 BUILDING SECTION CUT WALL SECTION CUT DETAIL DETAIL CUT EXTERIOR ELEVATION ROOM NUMBER DOOR MARK GRID REFERENCE LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK SYMBOL LEGEND MATERIALS LEGEND ABBREVIATIONS AAD ATTIC ACCESS DOOR ADD ADDENDUM ADJ ADJACENT AFF ABOVE FINISH FLOOR AGG AGGREGATE ALT ALTERNATE AOR AREA OF REFUGE ARCH ARCHITECTURAL ASS'Y ASSEMBLY B/O BOTTOM OF BD BOARD BTW BETWEEN BLDG BUILDING BM BEAM BRG BEARING BS BOTH SIDES CAB CABINET CER CERAMIC CJ CONSTRUCTION JOINT CL CENTERLINE CLST CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS D DRYER DET DETAIL DIA DIAMETER DIM DIMESION DN DOWN DP DAMPPROOFING DR DRAIN DS DOWNSPOUT DW DISHWASHER DWG DRAWING EA EACH EJ EXPANSION JOINT EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FFA FINISH FLOOR FDN FOUNDATION FE CABT FIRE EXTINGUISHER FIN FINISH FL FLOOR FOC FACE OF CONCRETE FOS FACE OF STUD FR FIREPROOFING FTG FOOTING GA GAUGE GALV GALVINIZED GC GENERAL CONTRACTOR GLB GLU-LAM BEAM GR GRADE GWB GYPSUM WALLBOARD GYP GYPSUM H.T.A.HEAVY TIMBER HD HEAD HDW HARDWARE HOR HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATING, AND COOLING HWY HIGHWAY IBC INTERNATIONAL BUILDING CODE ICP INTEGRATED COLOR PLASTER ID INSIDE DIAMETER IE THAT IS INT INTERIOR INS INSULATION IRC INTERNATIONAL RESIDENTIAL CODE JT JOINT LAM LAMINATE LAV LAVATORY LH LEFT HAND LHR LEFT HAND REVERSE MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL MATERIAL NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMTER OPG OPENING OPH OPPOSITE HAND OPP OPPOSITE PERF PERFORATED PFSM PREFINISHED SHEET METAL PL PLATE PLY PLYWOOD PROD PRODUCT PROJ PROJECT PROP PROPERTY R RADIUS / RISER REF REFER REFR REEFRIGERATOR REQ'D REQUIRED RH RIGHT HAND RHR RIGHT HAND REVERSE RHSM ROUND HEAD SHEET METAL RM ROOM RO ROUGH OPENING S.T.D.A.SLOPE TO DRAIN SAN SANITARY SECT SECTION SEW SEWER SG SAFETY GLAZING SHLV SHELVES SHT SHEET SIM SIMILAR SM/CO SMOKE / CO DETECTOR SPEC SPECIFICATION SQ SQAURE STC SOUND TRANSMISSION CLASS STL STEEL STRUCT STRUCTUR(AL) SUB SUBSTITUTE SUPPL SUPPLEMENT(AL) SUSP SUSPEND(ED) T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T/O TOP OF TEL TELEPHONE TEMP TEMPERED THK THICK TPH TOILET PAPER HOLDER TS TUBE STEEL TV TELEVISION TYP TYPICAL U.N.O.UNLESS NOTED OTHERWISE UBC UNIFORM BUILDING CODE UG UNDERGROUND UNFIN UNFINISHED USG UNITED STATES GAUGE V.I.F.A.VERIFY IN FIELD VAR VARIABLE VENT VENTILATE(D) VG VERTICAL GRAIN W WASHER WD WOOD EL. 100'-0" MAIN LEVEL GENERAL NOTES CODE NOTES A9.0 1.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. 2.ALL DRAWINGS REPRESENTED, AND DIMENSIONS SHOWN, ARE TO BE FACE OF STUD AT WALL, FACE OF CONCRETE, OR CENTER LINE OF COLUMNS UNLESS NOTED OTHERWISE. 3.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED “N.T.S.” DENOTE NOT TO SCALE. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DESCRIPTIONS, EXISTING AND PROPOSED, AND JOB SITE CONDITIONS, PRIOR TO STARTING WORK. 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. THE ARCHITECT MAY PROVIDE SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE ACCOMMODATIONS FOR EXISTING CONDITIONS, OR WHERE SUFFICIENT INFORMATION, IS ABSENT FROM THE THESE DOCUMENTS. 6.SHOULD A DISCREPANCY OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONSULT THE ARCHITECT IMMEDIATELY AND PRIOR TO COMMENCING WORK. 7.CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY CLARIFICATIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR PRIOR APPROVAL BEFORE EXCLUDING ANY ITEMS OR PRODUCTS FROM THEIR BID. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. 9 ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE RELATED WORK. 10.THESE DOCUMENTS REPRESENT THE COMPLETED PROJECT. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. 11.EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING, OR FITTING IS NOT NECESSARY INDIVIDUALLY DESCRIBED IN THESE DOCUMENTS. NO SPECIFIC DESCRIPTION OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PERFORM SUCH WORK AS MAY BE REQUIRED TO COMPLETE THE PROJECT. 12.ALL ITEMS ARE NEW UNLESS CALLED OUT AS “EXISTING”. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION. 14.CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND OTHER DISCIPLINE DRAWINGS, SPECIFICATIONS, AS WELL AS EXISTING CONDITIONS. 15.ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE, MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH THE SPECIFICATIONS. 16.WHERE INSTALLED WORK IS DAMAGED OR EXISTING FINISHES ARE DISTURBED DURING CONSTRUCTIONS, SUCH AREAS SHALL BE BE REFINISHED TO MATCH THE AREA PRIOR TO BEING DAMAGED OR DISTURBED. 17.CONTRACTOR TO PROVIDE THERMAL INSULATION AT ALL EXTERIOR WALLS, FLOORS AND CEILINGS. PROVIDE FIRE SEPARATIONS AS REQUIRED. 18.CONTRACTOR SHALL TAKE FULL RESPONSIBILITY TO FLASH, SEAL, AND WATERPROOF THE ENTIRE BUILDING ENCLOSURE. 19.CONTRACTOR TO VERIFY AND PROVIDE ALL MECHANICAL AND PASSIVE VENTING AND FRESH AIR SUPPLY AS REQUIRED. 20.CONTRACTOR SHALL DO ALL CUTTING, FITTING, PATCHING, EXCAVATION, OR OTHER REQUIRED TASK OF THEIR WORK THAT MAY BE REQUIRED FOR ALL SUBCONTRACTORS TO BE ABLE TO PERFORM THEIR WORK. THIS CUTTING, FITTING, PATCHING, EXCAVATION, OR OTHER REQUIRED TASK SHALL NOT ENDANGER OTHER WORK OR STRUCTURES. ALL PATCHING OR REPAIRING SHALL BE DONE WITH LIKE MATERIALS SO THAT SURFACES REPLACED WILL MATCH SURROUNDING SURFACES UPON COMPLETION. 21.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. EACH SUBCONTRACTOR, IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, SHALL REMOVE ALL DEBRIS AS A RESULT OF THEIR WORK. 22.NO PORTION OF WORK REQUIRING SHOP DRAWINGS OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SHOP DRAWING OR SAMPLE HAS BEEN REVIEWED BY THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER. 23.THE LOCAL GOVERNMENT AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS A NEED OF INSPECTION AS REQUIRED BY THE APPLICABLE CODE OR BY ANY LOCAL CODE OR ORDINANCE. 24.ANY CHANGES TO THESE DOCUMENTS MADE BY ANYONE EXCEPT THE ARCHITECT ARE THE RESPONSIBILITY OF THE PERSON MAKING, OR AUTHORIZING, THE CHANGE. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CHANGES OR DETAILS MADE BY OTHERS. 25.THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE OR APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT TO OBTAIN THE ARCHITECT'S REVIEW. 26.THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, GENERAL PROVISIONS, DRAWINGS, SPECIFICATIONS, ADDENDA, AND SUPPLEMENTARY DOCUMENTS AS ISSUED BY THE ARCHITECT IN ACCORDANCE WITH THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THE CONTRACT. DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE AND CONTINUOUS. WORK INDICATED OR REASONABLY IMPLIED IN EITHER SHALL BE PROVIDED AS THOUGH FULLY COVERED BY BOTH. ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. 1.MINIMUM INSULATION REQUIREMENTS: AT NEW EXTERIOR WALLS: MINIMUM R-21 INSULATION. AT NEW ROOFS: MINIMUM R-49 INSULATION. EXTERIOR WALLS TO REMAIN EXISTING, U.N.O. EXISTING ROOF INSULATION TO REMAIN EXISTING, U.N.O. ALL EXTERIOR UNDER-FLOOR INSULATION TO REMAIN EXISTING, U.N.O. 2.POINTS OF INFILTRATION SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR SEALED. 3.STAIRS: MAXIMUM 7" RISE, MINIMUM 11" RUN 4.HARDWIRED SMOKE DETECTORS W/ A BATTERY BACK-UP ARE REQUIRED IN EACH SLEEPING ROOM AND ADJOINING AREA. MINIMUM ONE DETECTOR PER STORY. SMOKE DETECTORS MUST BE INTERCONNECTED AND AUDIBLE FROM ALL AREAS. G.C. TO CONFIRM ALL REQUIRED LOCATIONS IN FIELD WITH CODE OFFICIAL. 5.CO DETECTORS: HARDWIRED CO DETECTOR WITH BATTERY BACK-UP CENTRALLY LOCATED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS OR SLEEPING ROOMS. 70 DECIBEL MINIMUM. G.C. TO CONFIRM ALL REQUIRED LOCATIONS IN FIELD WITH CODE OFFICIAL. XXX BA S E M E N T S T O R A G E OC C U P A N C Y G R O U P : S - 1 GR O S S F L O O R A R E A : 1, 4 8 6 S F OC C U P A N C Y L O A D : 5 BASEMENT LAUNDRY & MECHANICAL OCCUPANCY GROUP: S-1 GROSS FLOOR AREA: 712 SF OCCUPANCY LOAD: 3 PHASE 1 (GREEN LINE): COMMON PATH OF EGRESS: 90'-9" EXIT ACCESS TRAVEL DISTANCE: 99'-11" PORTION OF STAIR TO BE CLOSED DURING PHASE 2 CONSTRUCTION PORTION OF STAIR TO BE CLOSED DURING PHASE 1 & 2 CONSTRUCTIONUP UP PORTION OF BUILDING TO BE CLOSED DURING PHASE 1 & 2 CONSTRUCTION RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 565 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 576 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 388 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 388 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 389 SF OCCUPANCY LOAD: 2 EXIT ACCESS TRAVEL DISTANCE: 69'-6" EXIT ACCESS TRAVEL DISTANCE: 55'-8" EX I T A C C E S S T R A V E L D I S T A N C E : 3 6 ' - 9 " EXIT ACCESS TRAVEL DISTANCE: 35'-9" EXIT ACCESS TRAVEL DISTANCE: 73'-9" TREE TREE TREE TEMPORARY EXTERIOR EXIT STAIRWAY TEMPORARY WALKWAY, ABOVE CO N C R E T E WA L K CO N C R E T E W A L K CO N C R E T E W A L K CO N C R E T E W A L K YARD EXTERIOR EXIT STAIRWAY, UNDERGOING CONSTRUCTION DURING PHASE 1 EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE UPDN UP DN UP EXTERIOR EXIT STAIRWAY, UNDERGOING CONSTRUCTION DURING PHASE 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 773 SF OCCUPANCY LOAD: 4 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 801 SF OCCUPANCY LOAD: 5 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 776 SF OCCUPANCY LOAD: 4 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 776 SF OCCUPANCY LOAD: 4 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 801 SF OCCUPANCY LOAD: 5 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 388 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 776 SF OCCUPANCY LOAD: 4 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 776 SF OCCUPANCY LOAD: 4 PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 82'-5" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 79'-4" PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 149'-8" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 103'-4" PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 108'-1" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 108'-10" PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 110'-8" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 109'-8" PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 131'-5" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 119'-7" PHASE 1 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 120'-3" PHASE 2 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 112'-8" RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 388 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 773 SF OCCUPANCY LOAD: 4 4 2 ' - 8 " M A X . O V E R A L L D I A G O N A L 22 ' - 9 " E X I T S E P A R A T I O N 5 4 ' - 7 " E X I T S E P A R A T I O N ACCESSORY OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 408 SF OCCUPANCY LOAD: 24 EXITS REQUIRED: 2 TREE TREE TREE EXTERIOR EXIT STAIRWAY, UNDERGOING CONSTRUCTION DURING PHASE 1 CONCRETE WALKWAY DN DN DN EXTERIOR EXIT STAIRWAY, UNDERGOING CONSTRUCTION DURING PHASE 2 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 CC1.0 TEMPORARY STAIR EXITING DIAGRAM EXITING DIAGRAM NOTE: -BLACK DASHED LINE = EGRESS ROUTE FOR ALL PHASES -GREEN DASHED LINE = PHASE 1 OR 3 EGRESS ROUTE -BLUE DASHED LINE = PHASE 2 OR 4 EGRESS ROUTE N BUILDINGS 10 & 20 BASEMENT LEVEL PLAN SCALE:1"=1'-0" N BUILDINGS 10 & 20 GROUND LEVEL PLAN SCALE:1"=1'-0" N BUILDINGS 10 & 20 SECOND LEVEL PLAN SCALE:1"=1'-0" N BUILDINGS 10 & 20 THIRD LEVEL PLAN SCALE:1"=1'-0" BASEMENT LAUNDRY, STORAGE & MECHANICAL OCCUPANCY GROUP: S-1 GROSS FLOOR AREA: 2,247 SF OCCUPANCY LOAD: 8 PORTION OF STAIR TO BE CLOSED DURING PHASE 3 & 4 CONSTRUCTION PORTION OF STAIR SERVING BASEMENT LEVEL TO BE CLOSED DURING PHASE 3 & 4 CONSTRUCTION NOTE: THIS STORY TO BE CLOSED DURING PHASE 3 & 4 CONSTRUCTION UP UP RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 576 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 576 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 576 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 576 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 394 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 596 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 571 SF OCCUPANCY LOAD: 3 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 3 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 4 S F OC C U P A N C Y L O A D : 2 EXIT ACCESS TRAVEL DISTANCE: 40'-4" EXIT ACCESS TRAVEL DISTANCE: 36'-5" EX I T A C C E S S T R A V E L D I S T A N C E : 6 4 ' - 1 " EXIT ACCESS TRAVEL DISTANCE: 48'-3" EX I T A C C E S S T R A V E L D I S T A N C E : 4 5 ' - 6 " EX I T A C C E S S T R A V E L D I S T A N C E : 4 9 ' - 9 " EXIT ACCESS TRAVEL DISTANCE: 60'-3" EXIT ACCESS TRAVEL DISTANCE: 49'-9" EXIT ACCESS TRAVEL DISTANCE: 35'-11" CONCRETE WALK CONCRETE WALK TEMPORARY EXTERIOR EXIT STAIRWAY YARD EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 4 EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 3 EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE EXIT DISCHARGE TREE UP DN UP DN UP EXIT DISCHARGE EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 3 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 8 S F OC C U P A N C Y L O A D : 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 354 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 393 SF OCCUPANCY LOAD: 2 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 569 SF OCCUPANCY LOAD: 3 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 3 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 4 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 7 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 8 S F OC C U P A N C Y L O A D : 2 PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 65'-10" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 102'-10" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 117'-8" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 71'-2" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 91'-6" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 126'-10" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 85'-5" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 122'-3" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 66'-4" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 100'-1" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 100'-3" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 66'-10" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 104'-4" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 62'-6" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 114'-7" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 70'-5" EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 4 CONCRETE WALKWAY DN DN TEMPORARY EXTERIOR EXIT STAIRWAY UP DN 74'-8 " M A X I M U M O V E R A L L D I A G O N A L 42'-1" EXIT SEPARATION 26'- 0 " E X I T S E P A R A T I O N TEMPORARY EXTERIOR EXIT STAIRWAY RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 543 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 592 SF OCCUPANCY LOAD: 3 RESIDENTIAL OCCUPANCY GROUP: R-2 GROSS FLOOR AREA: 394 SF OCCUPANCY LOAD: 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 8 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 8 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 1 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 9 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 8 9 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 3 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 4 S F OC C U P A N C Y L O A D : 2 RE S I D E N T I A L OC C U P A N C Y G R O U P : R - 2 GR O S S F L O O R A R E A : 3 9 2 S F OC C U P A N C Y L O A D : 2 PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 91'-7" PHASE 4 (BLUE LINE): 126'-10" PHASE 3 (GREEN LINE): 85'-6" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 122'-3" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 76'-2" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 112'-10" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 66'-4" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 100'-1" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 100'-3" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 66'-10" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 104'-4" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 62'-6" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 114'-7" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 70'-8" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 130'-0" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 84'-4" PHASE 3 (GREEN LINE): EXIT ACCESS TRAVEL DISTANCE: 131'-7" PHASE 4 (BLUE LINE): EXIT ACCESS TRAVEL DISTANCE: 85'-1" TREE EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 4 EXTERIOR EXIT STAIRWAY, TO BE CLOSED DURING PHASE 3 CONCRETE WALKWAY UP DN UP DN UP DN 74'-8 " M A X I M U M O V E R A L L D I A G O N A L 42'-1" EXIT SEPARATION 26'- 0 " E X I T S E P A R A T I O N TEMPORARY EXTERIOR EXIT STAIRWAY TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 CC1.1 TEMPORARY STAIR EXITING DIAGRAM BUILDINGS 40, 50, 60 & 70 EXITING DIAGRAM NOTE: -BLACK DASHED LINE = EGRESS ROUTE FOR ALL PHASES -GREEN DASHED LINE = PHASE 1 OR 3 EGRESS ROUTE -BLUE DASHED LINE = PHASE 2 OR 4 EGRESS ROUTE N SCALE:1"=1'-0" BASEMENT LEVEL PLAN N SCALE:1"=1'-0" BUILDINGS 40, 50, 60 & 70 GROUND LEVEL PLAN N SCALE:1"=1'-0" BUILDINGS 40, 50, 60 & 70 SECOND LEVEL PLAN N SCALE:1"=1'-0" BUILDINGS 40, 50, 60 & 70 THIRD LEVEL PLAN LOT 3 THE ASPEN GOLF COURSE SUBDIVISION PITKIN COUNTY, COLORADO ❑ 10 20 40 1" = 201 NOTES 1) LEGAL DESCRIPTION: LOT 3, THE ASPEN GOLF COURSE SUBDIVISION, ACCORDING TO THE PLATS THEREOF RECORDED JUNE 20, 1985 IN PLAT BOOK 17 AT PAGE 34 AS RECEPTION NO. 269092 AND AS AMENDED BY PLAT RECORDED MAY 19, 1994 IN PLAT BOOK 34 AT PAGE 51 AS RECEPTION NO. 370200 AND AMENDED BY PLAT RECORDED APRIL 29, 1998 IN PLAT BOOK 44 AT PAGE 84 AS RECEPTION NO. 416226, AND THIRD AMENDED PLAT OF THE ASPEN GOLF COURSE SUBDIVISION RECORDED FEBRUARY 23, 2001 IN PLAT BOOK 56 AT PAGE 72 AS RECEPTION NO. 451795, FOURTH AMENDED PLAT OF THE ASPEN GOLF COURSE SUBDIVISION RECORDED DECEMBER 5, 2002 IN PLAT BOOK 63 AT PAGE 62 AS RECEPTION NO. 475669. COUNTY OF PITKIN, STATE OF COLORADO. 2) BASIS OF BEARING: A BEARING OF S56°14'49"E BETWEEN A FOUND #5 REBAR NO CAP AT THE N.W. PROPERTY CORNER AND A FOUND #5 REBAR AND 11/" OPC LS# 28643 AT THE N.E. PROPERTY CORNER. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. TBD70000834, DATED 05/26/2021. 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. LEGEND O INDICATES FOUND MONUMENT AS DESCRIBED. OPC 1%" ORANGE PLASTIC CAP ON #5 REBAR WM WATER METER ELECTRIC TRANSFORMER EM ELECTRIC METER 0 DRY WELL GM GAS METER QT TELEPHONE RISER RO ROOF OVERHANG �D VENT WW WINDOW WELL LIGHT POLE OF UPPER FLOOR ® CURB STOP EV ELECTRIC VAULT B DOWN SPOUT UD UPPER DECK SURVEYOR'S CERTIFICATE I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SITE SURVEY PERFORMED UNDER MY SUPERVISION ON 07/2021 OF THE ABOVE DESCRIBED PARCEL OF LAND. MICHAEL P. LAFFERTY PLS. # 37972 STAIR 10 AREA OF PROPOSED WORK STAIR 20 AREA OF PROPOSED WORK STAIR 40 AREA OF PROPOSED WORK STAIR 70 AREA OF PROPOSED WORK EXISTING CONCRETE WALK TO REMAIN EXISTING CONCRETE WALK TO REMAIN EXIS T I N G C O N C R E T E WAL K T O R E M A I N EXISTING C O N C R E T E WALK TO R E M A I N ASPHALT PARKING BUILDING 10 BUILDING 20 BUILDING 30 BUILDING 40 BUILDING 50 BUILDING 60 BUILDING 70 GA R A G E PROPERTY LINE PR O P E R T Y L I N E PROP E R T Y L I N E ACTIVITY ENVELOPE ACTIVITY ENVELOPE ACTIVITY ENVELOPE ACTIVITY ENVELOPE20 ' - 0 " C O N S T R U C T I O N & MA I N T E N A N C E E A S E M E N T LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE TRUSCOTT PHASE II BUILDINGS 10-70 EXISTING MULTIFAMILY HOUSING SUBDIVISION: ASPEN GOLF COURSE PARCEL ID: 273511109703 SITE AREA: 88,703.2 SF TRUS C O T T P L A C E ASPH A L T (E) ELEV 7878.88 (E) ELEV 7882.74 (E) ELEV 7885.81 (E) ELEV 7886.03 (E) ELEV 7886.29 (E) ELEV 7886.07 (E) ELEV 7886.47 (E) ELEV 7886.29 (E) ELEV 7886.54 (E) ELEV 7887.01 (E) ELEV 7887.01 (E) ELEV 7886.37 (E) ELEV 7887.15 (E) ELEV 7887.39 (E) ELEV 7887.27 (E) ELEV 7886.70 (E) ELEV 7886.85 (E) ELEV 7886.09 (E) ELEV 7885.99 (E) ELEV 7885.95 (E) ELEV 7886.11 (E) ELEV 7886.09 (E) ELEV 7887.58 (E) ELEV 7887.02 (E) ELEV 7886.48 (E) ELEV 7889.52 (E) ELEV 7890.11 (E) ELEV 7888.46 (E) ELEV 7885.67 (E) ELEV 7884.90 LANDSCAPE (E) ELEV 7887.31 (E) ELEV 7886.16 EXISTING DRYWELL (E) ELEV 7887.20 (E) ELEV 7887.11 LANDSCAPE LANDSCAPE (E) ELEV 7887.01 (E) ELEV 7886.28 (E) ELEV 7885.98 (E) ELEV 7886.17 (E) ELEV 7886.32 AREA OF LANDSCAPE AFFECTED BY NEW ROOF SHEET FLOW DRAINAGE (E ) S L O P E (E ) S L O P E (E ) S L O P E (E ) S L O P E (E ) S L O P E DATUM: 100'-0" ARCH = 7,886.51 SURVEY SITE PLAN DEMO NOTES: ALL EXISTING FLATWORK, LANDSCAPE, DRAINAGE ELEMENTS AND STRUCTURES ARE TO REMAIN UNLESS NOTED OTHERWISE, RE: DEMO STAIR PLANS TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 SP1.0 EXISTING/DEMO SITE PLAN NSITE PLAN SCALE 1" = 10'-0" 1 SP1.0 EXISTING/DEMO STAIR 10 AREA OF PROPOSED WORK STAIR 20 AREA OF PROPOSED WORK STAIR 40 AREA OF PROPOSED WORK STAIR 70 AREA OF PROPOSED WORK EXISTING CONCRETE WALK TO REMAIN EXISTING CONCRET E WALK TO REMAIN EXIS T I N G C O N C R E T E WAL K T O R E M A I N EXISTING C O N C R E T E WALK TO R E M A I N ASPHALT PARKING BUILDING 10 BUILDING 20 BUILDING 30 BUILDING 40 BUILDING 50 BUILDING 60 BUILDING 70 GA R A G E PROPERTY LINE PR O P E R T Y L I N E PROP E R T Y L I N E ACTIVITY ENVELOPE ACTIVITY ENVELOPE ACTIVITY ENVELOPE ACTIVITY ENVELOPE20 ' - 0 " C O N S T R U C T I O N & MA I N T E N A N C E E A S E M E N T LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE TRUSCOTT PHASE II BUILDINGS 10-70 EXISTING MULTIFAMILY HOUSING SUBDIVISION: ASPEN GOLF COURSE PARCEL ID: 273511109703 SITE AREA: 88,703.2 SF TRUS C O T T P L A C E ASPH A L T (E) ELEV 7878.88 (E) ELEV 7882.74 (E) ELEV 7885.81 (E) ELEV 7886.03 (E) ELEV 7886.29 (E) ELEV 7886.07 (E) ELEV 7886.47 (E) ELEV 7886.29 (E) ELEV 7886.54 (E) ELEV 7887.01 (E) ELEV 7887.01 (E) ELEV 7886.37 (E) ELEV 7887.15 (E) ELEV 7887.39 (E) ELEV 7887.27 (E) ELEV 7886.70 (E) ELEV 7886.85 (E) ELEV 7886.09 (E) ELEV 7885.99 (E) ELEV 7885.95 (E) ELEV 7886.11 (E) ELEV 7886.09 (E) ELEV 7887.58 (E) ELEV 7887.02 (E) ELEV 7886.48 DR A I N A G E (E) ELEV 7889.52 (E) ELEV 7890.11 (E) ELEV 7888.46 (E) ELEV 7885.67 (E) ELEV 7884.90 DRAINAGE LANDSCAPE (E) ELEV 7887.31 (E) ELEV 7886.16 EXISTING DRYWELL (E) ELEV 7887.20 (E) ELEV 7887.11 LANDSCAPE LANDSCAPE (E) ELEV 7887.01 DR A I N A G E (E) ELEV 7886.28 (E) ELEV 7885.98 (E) ELEV 7886.17 (E) ELEV 7886.32 AREA OF LANDSCAPE AFFECTED BY NEW ROOF SHEET FLOW DRAINAGE R O O F S H E E T F L O W D I R E C T I O N RO O F S H E E T FL O W DI R E C T I O N AREA OF LANDSCAPE AFFECTED BY NEW ROOF SHEET FLOW DRAINAGE DRAINAGE NOTES: ALL NEW ROOFS SHEET FLOW STORMWATER ONTO EXISTING LANDSCAPED AREAS. ALL STORMWATER TO PERCOLATE INTO EXISTING LANDSCAPE AREAS STRAW SWADDLE TO BE PROVIDED AT STAIR 40 ONLY. NO LAND DISTURBANCE TO TAKE PLACE AT STAIRS 10, 20 OR 70. ESTIMATED CONSTRUCTION START/END DATES: JUNE 1, 2022 TO OCTOBER 1, 2022 STRAW SWADDLE, INDICATED BY THIN DASHED LINE AREA OF LANDSCAPE AFFECTED BY NEW ROOF SHEET FLOW DRAINAGE (E ) S L O P E (E ) S L O P E (E ) S L O P E (E ) S L O P E (E ) S L O P E DATUM: 100'-0" ARCH = 7,886.51 SURVEY RO O F S H E E T FL O W DI R E C T I O N ROOF S H E E T FLOW DIREC T I O N AREA OF LANDSCAPE AFFECTED BY NEW ROOF SHEET FLOW DRAINAGE (LOW POINT) SITE PLAN NOTES: ALL EXISTING FLATWORK, LANDSCAPE, DRAINAGE ELEMENTS AND STRUCTURES ARE TO REMAIN UNLESS NOTED OTHERWISE, RE: STAIR DEMO PLANS TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 SP1.1 SITE PLAN NSITE PLAN SCALE 1" = 10'-0" 1 SP1.1 6 A5.0 6 A5.0 2 A5.0 1 A5.0 4 A5.0 2 A5.0 1 A5.0 2 A5.0 DN EXISTING CONCRETE WALK TO REMAIN EXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING POST TO REMAIN,TYP. EXISTING POST TO REMAIN,TYP. DN UP UP 3 A5.0 4 A5.0 4 A5.0 5 A5.0 6 SIM A5.0 EXISTING GROUND LEVEL GUARD TO BE REMOVED BUILDING 10 BUILDING 10 BUILDING 10 EXISTING WALL TO REMAIN, TYP. REMOVE RUST FROM ALL STRUCTURAL STEEL MEMBERS TO REMAIN. CONTACT STRUCTURAL ENGINEER FOR FIELD INSPECTION OF AREAS OF STRUCTURAL DEFICIENCY CAUSED BY RUST. 1 FLOOR PLAN DEMOLITION NOTES EXISTING GUARDS & HAND RAILS TO REMAIN UNLESS NOTED OTHERWISE, NOT SHOWN FOR CLARITY. 2 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 D1.0 STAIR 10 EXISTING/ DEMOLITION PLANS N STAIR 10 EXISTING/ DEMOLITION BASEMENT LEVEL PLANS SCALE 1/4" = 1'-0" N STAIR 10 EXISTING/ DEMOLITION GROUND LEVEL PLANS SCALE 1/4" = 1'-0" 2 D1.0 1 D1.0 N STAIR 10 EXISTING/ DEMOLITION SECOND LEVEL PLANS SCALE 1/4" = 1'-0" 3 D1.0 REMOVE RUST FROM ALL STRUCTURAL STEEL MEMBERS TO REMAIN. CONTACT STRUCTURAL ENGINEER FOR FIELD INSPECTION OF AREAS OF STRUCTURAL DEFICIENCY CAUSED BY RUST. 1 FLOOR PLAN DEMOLITION NOTES EXISTING GUARDS & HAND RAILS TO REMAIN UNLESS NOTED OTHERWISE, NOT SHOWN FOR CLARITY. 2 EXISTING CONCRETE WALK TO REMAIN EXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING CONCRETE WALL TO REMAIN, TYP. EXISTING CONCRETE SLAB TO REMAIN, TYP. BUILDING 10 BUILDING 20 BUILDING 10 BUILDING 20 BUILDING 10 BUILDING 20 UP UPDN DN 3 A5.0 2 A5.0 4 A5.0 6 SIM A5.0 6 A5.0 2 A5.0 1 A5.0 4 A5.0 5 A5.0 6 A5.0 1 A5.0 2 A5.0 4 A5.0 EXISTING GUARD @ LANDING TO BE REMOVED, GUARD & HANDRAIL @ STAIR TO REMAIN, EXISTING STEEL CHANNEL @ LANDING TO REMAIN N TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 D1.1 STAIR 20 EXISTING/ DEMOLITION PLANS STAIR 20 EXISTING/ DEMOLITION BASEMENT LEVEL PLANS SCALE 1/4" = 1'-0" N STAIR 20 EXISTING/ DEMOLITION GROUND LEVEL PLANS SCALE 1/4" = 1'-0" 2 D1.1 1 D1.1 N STAIR 20 EXISTING/ DEMOLITION SECOND LEVEL PLANS SCALE 1/4" = 1'-0" 3 D1.1 6 A5.0 6 A5.0 6 A5.0 1 A5.0 2 A5.0 2 A5.0 2 A5.0 2 A5.0 EXISTING CONCRETE WALK TO REMAINEXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING WALL TO REMAIN EXISTING POST TO REMAIN,TYP. EXISTING POST TO REMAIN,TYP. DNUP DN UP DNUP 1 A5.0 1 A5.0 3 A5.0 4 A5.0 4 A5.0 4 A5.0 4 A5.0 5 A5.0 5 A5.0 6 SIM A5.0 MODIFY EXISTING GUARD AS REQUIRED TO EXTEND STEEL POST EXISTING GROUND LEVEL GUARD TO BE REMOVED BUILDING 40 BUILDING 50 BUILDING 40 BUILDING 50 BUILDING 40 BUILDING 50 BU I L D I N G 5 0 EXISTING GUARD @ LANDING TO BE REMOVED, GUARD & HANDRAIL @ STAIR TO REMAIN, EXISTING STEEL CHANNEL @ LANDING TO REMAIN REMOVE RUST FROM ALL STRUCTURAL STEEL MEMBERS TO REMAIN. CONTACT STRUCTURAL ENGINEER FOR FIELD INSPECTION OF AREAS OF STRUCTURAL DEFICIENCY CAUSED BY RUST. 1 FLOOR PLAN DEMOLITION NOTES EXISTING GUARDS & HAND RAILS TO REMAIN UNLESS NOTED OTHERWISE, NOT SHOWN FOR CLARITY. 2 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 D1.2 STAIR 40 EXISTING/ DEMOLITION PLANS N STAIR 40 EXISTING/ DEMOLITION BASEMENT LEVEL PLANS SCALE 1/4" = 1'-0" 1 D1.2 N STAIR 40 EXISTING/ DEMOLITION GROUND LEVEL PLANS SCALE 1/4" = 1'-0" 2 D1.2 N STAIR 40 EXISTING/ DEMOLITION SECOND LEVEL PLANS SCALE 1/4" = 1'-0" 3 D1.2 N STAIR 40 EXISTING/ DEMOLITION THIRD LEVEL PLANS SCALE 1/4" = 1'-0" 4 D1.2 6 SIM A5.0 6 A5.0 6 A5.0 6 A5.0 2 A5.0 2 A5.0 2 A5.0 1 A5.0 EXISTING CONCRETE SLAB TO REMAIN EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE WALKWAY AND GUARDS TO REMAIN EXISTING CONCRETE WALK TO REMAIN EXISTING POST TO REMAIN,TYP. EXISTING POST TO REMAIN,TYP. EXISTING POST TO REMAIN,TYP. UP DN UPDN DN UP 1 A5.01 A5.0 1 A5.0 3 A5.0 4 A5.0 5 A5.0 4 A5.0 4 A5.0 4 A5.0 5 A5.0 MODIFY EXISTING GUARD AS REQUIRED TO EXTEND STEEL POST MODIFY EXISTING GUARD AS REQUIRED TO EXTEND STEEL POST EXISTING GROUND LEVEL GUARD TO BE REMOVED BUILDING 70 BUILDING 60 BUILDING 70 BUILDING 60 BUILDING 70 BUILDING 60 BUILDING 70 REMOVE RUST FROM ALL STRUCTURAL STEEL MEMBERS TO REMAIN. CONTACT STRUCTURAL ENGINEER FOR FIELD INSPECTION OF AREAS OF STRUCTURAL DEFICIENCY CAUSED BY RUST. 1 FLOOR PLAN DEMOLITION NOTES EXISTING GUARDS & HAND RAILS TO REMAIN UNLESS NOTED OTHERWISE, NOT SHOWN FOR CLARITY. 2 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 D1.3 STAIR 70 EXISTING/ DEMOLITION PLANS N STAIR 70 EXISTING/ DEMOLITION BASEMENT LEVEL PLANS SCALE 1/4" = 1'-0" 1 D1.3 N STAIR 70 EXISTING/ DEMOLITION GROUND LEVEL PLANS SCALE 1/4" = 1'-0" 2 D1.3 N STAIR 70 EXISTING/ DEMOLITION SECOND LEVEL PLANS SCALE 1/4" = 1'-0" 3 D1.3 N STAIR 70 EXISTING/ DEMOLITION THIRD LEVEL PLANS SCALE 1/4" = 1'-0" 4 D1.3 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 D1.4 EXISTING/DEMO PHOTOS STAIR 10 EXISTING/ DEMOLITION PHOTO NOT TO SCALE 1 D1.4 STAIR 20 EXISTING/ DEMOLITION PHOTO NOT TO SCALE 2 D1.4 STAIR 40 EXISTING/ DEMOLITION PHOTO NOT TO SCALE 3 D1.4 STAIR 70 EXISTING/ DEMOLITION PHOTO NOT TO SCALE 4 D1.4 EXISTING STAIR STRUCTURE TO REMAIN, TYP. EXISTING MESH GUARDS & HANDRAILS TO REMAIN, TYP. GROUND LEVEL GUARD TO BE REMOVED EXISTING STAIR STRUCTURE TO REMAIN, TYP. EXISTING MESH GUARDS & HANDRAILS TO REMAIN, TYP. GROUND LEVEL GUARD TO BE REMOVED EXISTING STAIR STRUCTURE TO REMAIN, TYP. EXISTING MESH GUARDS & HANDRAILS TO REMAIN, TYP. GROUND LEVEL GUARD TO BE REMOVED EXISTING STAIR STRUCTURE TO REMAIN, TYP. EXISTING MESH GUARDS & HANDRAILS TO REMAIN, TYP. GROUND LEVEL GUARD TO BE REMOVED EXISTING BUILDING WALLS, ROOFS, FENESTRATION TO REMAIN, TYP. EXISTING BUILDING WALLS, ROOFS, FENESTRATION TO REMAIN, TYP. EXISTING BUILDING WALLS, ROOFS, FENESTRATION TO REMAIN, TYP. EXISTING BUILDING WALLS, ROOFS, FENESTRATION TO REMAIN, TYP. 1 A4.0 3 A4.0 5 A4.0 A2.0 3 A2.0 1 A2 . 0 2 A2.0 3 A2.0 1 A2 . 0 2 A2.0 3 A2.0 1 A2 . 0 2 A2.0 3 A2.0 1 A2 . 0 2 CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" SHEATHING ON WOOD FRAMING, RE: STRUCTURAL SNOW FENCE, TO MATCH EXISTING 2:12 SLOPE VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL ROOF AREA: 149 SF DN UP DN UP DN BU I L D I N G 1 0 BU I L D I N G 1 0 BU I L D I N G 1 0 BU I L D I N G 1 0 RE: SHEET 4.0 FOR STAIR PLANS RE: SHEET 4.0 FOR STAIR PLANS RE: SHEET 4.0 FOR STAIR PLANS EXISTING ROOF TO REMAIN, TYP. EXISTING CANOPY, TO REMAIN TYP. EXISTING GUARD TO REMAIN, BELOW TYP. LINE OF STAIR ROOF FRAMING 2'-02'-0" 8" 8" TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EQ . EQ . 3' - 9 " EQ . EQ . 3' - 9 " EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING CONCRETE BALCONY AND STEEL GUARD TO REMAIN, TYP, VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL EXISTING STEEL POST TO REMAIN, RE: STRUCTURAL EXISTING STEEL POST TO REMAIN, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EXISTING CONCRETE WALK TO REMAIN, TYP, VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL CL CL CL CL EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING ROOF EXISTING ROOF POST BELOW, RE: STRUCTURAL, TYP BEAM BELOW, RE: STRCUTRAL, TYP LINE OF WALL, BELOW LINE OF WALL, BELOW PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL 1 A3.0 EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS A2 . 0 4 A2 . 0 4 A2 . 0 4 A2 . 0 4 5" FACE OF FLANGE TO C POSTL 5" FACE OF FLANGE TO C POSTL STAIR 10 2 A1.0 SIM 1, 3, 4 STAIR 20 2 A1.1 SIM 1, 3, 4 BUILDING 10 BUILDING 20 MAINTAIN EXISTING FIRE RATED ASSEMBLIES AT ALL PENETRATIONS OF EXISTING BUILDING ALL EXPOSED STEEL EDGES SHALL BE FINISHED SMOOTH TO THE TOUCH HANDRAILS & GUARDS ARE EXISTING TO REMAIN, NOT SHOWN FOR CLARITY, RE: 8/A3.0 FLOOR PLAN NOTES: 2. 3. 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A1.0 PARTIAL BUILDING 10 FLOOR AND ROOF PLANS N BUILDING 10 PARTIAL BASEMENT LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 1 A1.0 N BUILDING 10 PARTIAL GROUND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 2 A1.0 N BUILDING 10 & 20 KEY PLAN SCALE 1/16" = 1'-0" NBUILDING 10 PARTIAL SECOND PLAN SCALE 1/4" = 1'-0" 3 A1.0 NBUILDING 10 PARTIAL ROOF PLAN SCALE 1/4" = 1'-0" 4 A1.0 UP A2.1 1 A2.1 1 A2.1 1 BU I L D I N G 1 0 BU I L D I N G 2 0 BU I L D I N G 1 0 BU I L D I N G 2 0 BU I L D I N G 1 0 BUILDING 20 BU I L D I N G 1 0 BU I L D I N G 2 0 2: 1 2 S L O P E RO O F A R E A : 2 1 2 S F SNOW FENCE, TO MATCH EXISTING 3 A4.1 1 A4.1 5 A4.1 DN UP DN BEAM, BELOW, ALIGN FLUSH WITH FACE OF WALL FRAMINGLINE OF STAIR ROOF FRAMING 2' - 0 " EA V E LINE OF WALL, BELOW LINE OF WALL, BELOW FACE OF KNEE WALL BELOW RE: STRUCTURAL LINE OF WALL, BELOW EXTERIOR FACE OF EXISTING BUILDING WALL FRAMING, BELOW 8 1/2" TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. RE: SHEET 4.1 FOR STAIR PLANS RE: SHEET 4.1 FOR STAIR PLANS RE: SHEET 4.1 FOR STAIR PLANS TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EQ.3'-9"EQ. V.I.F. EQ.3'-9"EQ. V.I.F.3 1/2"3 1/2" CL EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF POST BELOW, RE: STRUCTURAL, TYP BEAM BELOW, RE: STRCUTRAL, TYP PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL 2 A3 . 0 CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" SHEATHING ON WOOD FRAMING, RE: STRUCTURAL E. Q . E. Q . 7'-3" EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS A2.1 4 A2.1 4 A2.1 4 A2.1 4 LINE OF ROOF FRAMING FACE OF KNEE WALL BELOW RE: STRUCTURAL EXTERIOR FACE OF EXISTING BUILDING WALL FRAMING, BELOW LINE OF ROOF FRAMING 7 A5.1 8 1/2" 7 A5.1 3 1/2"3 1/2" VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS RE: STRUCTURAL 12" TUBE STEEL POSTS, WELDED TO FACE OF STEEL CHANNEL @ LANDING, & ANCHORED TO ROOF ABOVE, PROVIDE BLOCKING AS NECESSARY RE: STRUCTURAL MATCH EAVE DEPTH L 5" F A C E O F F L A N G E TO C P O S T L 5" F A C E O F F L A N G E TO C P O S T STAIR 10 2 A1.0 SIM 1, 3, 4 STAIR 20 2 A1.1 SIM 1, 3, 4 BUILDING 10 BUILDING 20 MAINTAIN EXISTING FIRE RATED ASSEMBLIES AT ALL PENETRATIONS OF EXISTING BUILDING ALL EXPOSED STEEL EDGES SHALL BE FINISHED SMOOTH TO THE TOUCH HANDRAILS & GUARDS ARE EXISTING TO REMAIN, NOT SHOWN FOR CLARITY, RE: 8/A3.0 FLOOR PLAN NOTES: 2. 3. 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A1.1 PARTIAL BUILDING 10 & 20 FLOOR AND ROOF PLANS N BUILDING 10 & 20 PARTIAL BASEMENT LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 1 A1.1 N BUILDING 10 & 20 PARTIAL GROUND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 2 A1.1 N BUILDING 10 & 20 KEY PLAN SCALE 1/16" = 1'-0" NBUILDING 10 & 20 PARTIAL SECOND PLAN SCALE 1/4" = 1'-0" 3 A1.1 NBUILDING 10 & 20 PARTIAL ROOF PLAN SCALE 1/4" = 1'-0" 4 A1.1 1 A4.2 5 A4.2 7 A4.2 2 A4.2 DNUP DN UP DNUP A2.2 2 A2 . 2 3 A2 . 2 1 A2.2 2 A2 . 2 3 A2 . 2 1 A2.2 2 A2 . 2 3 A2 . 2 1 A2.2 2 A2 . 2 3 A2 . 2 1 EXISTING ROOF EXISTING ROOF 2: 1 2 S L O P E ROOF AREA: 244 SF BUILDING 40 BUILDING 50 BUILDING 40 BUILDING 50 BUILDING 40 BUILDING 50 BUILDING 40 BUILDING 50 BUILDING 50 RE: SHEET 4.2 FOR STAIR PLANS RE: SHEET 4.2 FOR STAIR PLANS RE: SHEET 4.2 FOR STAIR PLANS RE: SHEET 4.2 FOR STAIR PLANS EXISTING GUARD & BALCONY TO REMAIN, TYP. 1' - 6 " CL 2' - 0 " CL 8 1/2" 14'-10" V.I.F. 5'-9"4'-0"CL 14'-10", V.I.F. 1'-11 1/2"5'-9"3'-1 1/2"4'-0"CL 3- 1 / 2 " 14'-10", V.I.F. 5'-9"4'-0"CL 1'-11 1/2"3'-1 1/2" 1'-11 1/2"3'-1 1/2" EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING GUARD & BALCONY TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING ROOF EXISTING ROOF EXISTING ROOF SNOW FENCE, TO MATCH EXISTING LINE OF STAIR ROOF FRAMING LINE OF WALL, BELOW LINE OF WALL, BELOW EXISTING RAILING TO REMAIN, BELOW TYP. POST BELOW, RE: STRUCTURAL, TYP BEAM BELOW, RE: STRCUTRAL, TYP VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL TUBE STEEL POST, RE: STRUCTURAL TUBE STEEL POST, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL EXISTING STEEL POST, RE: STRUCTURAL EX I S T I N G R O O F TUBE STEEL POST, ON CONCRETE FOUNDATION WALL BELOW, FIELD VERIFY EXISTING FOUNDATION CONDITIONS & COORDINATE WITH ARCHITECT PRIOR TO CONSTRUCTION OR DEMOLITION RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL 3 A3 . 0 CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS A2.2 4 A2.2 4 A2.2 4 A2.2 4 A2.2 4 3- 1 / 2 " V. I . F . V. I . F . 3- 1 / 2 " V. I . F . 3- 1 / 2 " V. I . F . 3- 1 / 2 " V. I . F . 3- 1 / 2 " V. I . F . 7 A5.1 8 1/2" FACE OF KNEE WALL BELOW RE: STRUCTURAL EXTERIOR FACE OF EXISTING BUILDING WALL FRAMING, BELOW LINE OF ROOF FRAMING VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS RE: STRUCTURAL TUBE STEEL POSTS, WELDED TO FACE OF STEEL CHANNEL @ LANDING, & ANCHORED TO ROOF ABOVE, PROVIDE BLOCKING AS NECESSARY RE: STRUCTURAL L 5" F A C E O F FL A N G E TO C P O S T L 5" F A C E O F FL A N G E TO C P O S T L 5" F A C E O F FL A N G E TO C P O S T STAIR 40 2 A1.2 SIM 1, 3, 4, 5 BUILDING 40 BUILDING 50 BUILDING 60 BUILDING 70 STAIR 70 2 A1.3 SIM 1, 3, 4, 5 MAINTAIN EXISTING FIRE RATED ASSEMBLIES AT ALL PENETRATIONS OF EXISTING BUILDING ALL EXPOSED STEEL EDGES SHALL BE FINISHED SMOOTH TO THE TOUCH HANDRAILS & GUARDS ARE EXISTING TO REMAIN, NOT SHOWN FOR CLARITY, RE: 8/A3.0 FLOOR PLAN NOTES: 2. 3. 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A1.2 PARTIAL BUILDING 40 & 50 FLOOR AND ROOF PLANS N BUILDING 40 & 50 PARTIAL BASEMENT LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 1 A1.2 N BUILDING 40 & 50 PARTIAL GROUND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 2 A1.2 N BUILDING 40 - 70 KEY PLAN SCALE 1/16" = 1'-0" N BUILDING 40 & 50 PARTIAL SECOND LEVEL PLAN SCALE 1/4" = 1'-0" 3 A1.2 N BUILDING 40 & 50 PARTIAL THIRD LEVEL PLAN SCALE 1/4" = 1'-0" 4 A1.2 N BUILDING 40 & 50 PARTIAL ROOF PLAN SCALE 1/4" = 1'-0" 5 A1.2 1 A4.3 5 A4.3 7 A4.3 2 A4.3 DNUP DN UP DNUP A2 . 3 1 A2 . 3 3 A2.3 2 A2 . 3 1 A2 . 3 3 A2.3 2 A2 . 3 1 A2 . 3 3 A2.3 2 2: 1 2 S L O P E ROOF AREA: 173 SF BUILDING 70 BU I L D I N G 6 0 BUILDING 70 BU I L D I N G 6 0 BUILDING 70 BU I L D I N G 6 0 BUILDING 70 BU I L D I N G 6 0 BUILDING 70 A2 . 3 1 A2 . 3 3 A2.3 2 RE: SHEET 4.3 FOR STAIR PLANS RE: SHEET 4.3 FOR STAIR PLANS RE: SHEET 4.3 FOR STAIR PLANS RE: SHEET 4.3 FOR STAIR PLANS 8"8" 8" 2' - 0 " CL CL CL EQ.3'-9"EQ. EQ.3'-9"EQ. EQ.3'-9"EQ. EXISTING CONCRETE FOUNDATION WALL TO REMAIN, TYP. EXISTING ROOF EX I S T I N G R O O F EXISTING ROOF SNOW FENCE, TO MATCH EXISTING LINE OF STAIR ROOF FRAMING LINE OF WALL, BELOW LINE OF WALL, BELOW CL EXISTING CANOPY, TO REMAIN TYP. EXISTING GUARD TO REMAIN, BELOW TYP. EXISTING GUARD & BALCONY TO REMAIN, TYP. EXISTING BALCONY TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING EXTERIOR WALL TO REMAIN, TYP. PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL EXISTING GUARD TO BE MODIFIED TO ALLOW EXTENSION OF POSTS TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL STEEL POST WELDED TO TOP OF EXISTING STEEL POST, RE: STRUCTURAL EXISTING BALCONY TO REMAIN, TYP. VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL EXISTING STEEL POST, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EXISTING STEEL POST, RE: STRUCTURAL EXISTING WALK TO REMAIN, TYP. EXISTING BALCONY TO REMAIN, TYP. VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL EXISTING STEEL POST, RE: STRUCTURAL PERFORATED CORTEN STEEL PANELS ON STEEL FRAMING, ANCHOR TO STEEL POSTS, RE: STRUCTURAL VERTICAL TREX CLADDING, SPACE EVENLY WITH 4"± GAPS, ON STEEL FRAME WELDED TO STEEL POSTS, RE: STRUCTURAL TUBE STEEL POSTS WELDED TO PLATE STEEL WELDED TO STEEL CHANNEL STRINGER, ALIGN WITH WEB, TYP. (2) POSTS, RE: STRUCTURAL EXISTING STEEL POST, RE: STRUCTURAL 4 A3 . 0 CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" SHEATHING ON WOOD FRAMING, RE: STRUCTURAL STAIR 100% OPEN THIS SIDE EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS EXISTING BALCONY GREATER THAN 50% OPEN CONNECTING 2 REMOTE EXTERIOR EXIT STAIRS A2.3 4 A2.3 4 A2.3 4 A2.3 4 A2.3 4 EXISTING GUARD & BALCONY TO REMAIN, TYP. 5" F A C E O F FL A N G E TO C P O S T L 5" F A C E O F FL A N G E TO C P O S T L 5" F A C E O F FL A N G E TO C P O S T L STAIR 70 2 A1.3 SIM 1, 3, 4, 5 STAIR 40 2 A1.2 SIM 1, 3, 4, 5 BUILDING 40 BUILDING 50 BUILDING 60 BUILDING 70 MAINTAIN EXISTING FIRE RATED ASSEMBLIES AT ALL PENETRATIONS OF EXISTING BUILDING ALL EXPOSED STEEL EDGES SHALL BE FINISHED SMOOTH TO THE TOUCH HANDRAILS & GUARDS ARE EXISTING TO REMAIN, NOT SHOWN FOR CLARITY, RE: 8/A3.0 FLOOR PLAN NOTES: 2. 3. 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A1.3 PARTIAL BUILDING 60 & 70 FLOOR AND ROOF PLANS N BUILDING 60 & 70 PARTIAL BASEMENT LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 1 A1.3 N BUILDING 60 & 70 PARTIAL GROUND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 2 A1.3 N BUILDING 40 - 70 KEY PLAN SCALE 1/4" = 1'-0" N BUILDING 60 & 70 PARTIAL THIRD LEVEL PLAN SCALE 1/16" = 1'-0" 3 A1.3 N BUILDING 60 & 70 PARTIAL ROOF PLAN SCALE 1/4" = 1'-0" 4 A1.3 N BUILDING 60 & 70 PARTIAL ROOF PLAN SCALE 1/4" = 1'-0" 5 A1.3 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING CONCRETE BALCONY CONNECTING REMOTE EXTERIOR EXIT STAIRS, GREATER THAN 50% OPEN EXISTING CONCRETE WALK BUILDING 10 CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GUARDS, NOT A PART OF SCOPE 3' - 1 0 1 / 2 " EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, VIF CL CL CL 12 2 RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 1 9 ' - 3 1 / 4 " 100'-1" ARCH T.O. WALK 7,886.60 SURVEY 109'-3 1/4" ARCH T.O. WALK 7,895.78 SURVEY 119'-4 3/4" ARCH T.O. ROOF 7,905.86 SURVEY EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T BUILDING 10 4' - 0 " 3' - 1 0 1 / 2 " EQ.EQ. EQ.4'-0" CORTEN STEEL PANEL WITH 1/2"Ø STAGGERED PERFORATIONS, 50% OPENING , FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FRAMING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. OPEN LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, V.I.F. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, V.I.F. CL CL CL CL CL CL CL EQ. RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 1 9 ' - 3 1 / 4 " 100'-1" ARCH T.O. WALK 7,886.60 SURVEY 109'-3 1/4" ARCH T.O. WALK 7,895.78 SURVEY 119'-4 3/4" ARCH T.O. ROOF 7,905.86 SURVEY EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T BUILDING 10 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FRAMING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING CONCRETE BALCONY CONNECTING REMOTE EXTERIOR EXIT STAIRS, GREATER THAN 50% OPEN EXISTING CONCRETE WALK CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GUARDS, NOT A PART OF SCOPE 3' - 1 0 1 / 2 " EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, VIF CL CL CL 12 2 EXISTING & FINISHED GRADE RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 1 9 ' - 3 1 / 4 " 100'-1" ARCH T.O. WALK 7,886.60 SURVEY 109'-3 1/4" ARCH T.O. WALK 7,895.78 SURVEY 119'-4 3/4" ARCH T.O. ROOF 7,905.86 SURVEY 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T 3' - 6 " 3' - 6 " 3' - 6 " 5' - 1 1 / 2 " 4' - 7 1 / 4 " OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 7.88' X 4.90' = 38.6 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 7.88' X 4.60' = 36.2 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 7.75' X 5.12' = 39.68 SF RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 1 9 ' - 3 1 / 4 " 4' - 1 0 3 / 4 " 7'-10 1/2" 100'-1" ARCH T.O. WALK 7,886.60 SURVEY 109'-3 1/4" ARCH T.O. WALK 7,895.78 SURVEY 119'-4 3/4" ARCH T.O. ROOF 7,905.86 SURVEY 7'-9" EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T NOTE: CONTRACTOR TO FIELD VERIFY PROPOSED ROOFS CONSTRUCTED AT THE INDICATED HEIGHTS DO NOT CONFLICT WITH EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A2.0 STAIR 10 ELEVATIONS SCALE: 1/4 = 1'-0" STAIR 10 - NORTH ELEVATION1 A2.0SCALE: 1/4 = 1'-0" STAIR 10 - EAST ELEVATION2 A2.0 SCALE: 1/4 = 1'-0" STAIR 10 - SOUTH ELEVATION3 A2.0SCALE: 1/4 = 1'-0" STAIR 10 - WEST ELEVATION4 A2.0 OPEN 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. 3' - 1 0 1 / 2 " CORTEN STEEL PANEL WITH 1/2"Ø STAGGERED PERFORATIONS, 50% OPENING , FASTEN TO STEEL FRAMING, RE: STRUCTURAL 4' - 0 " CL CL CL CL EQ. V.I.F.4'-0" EQ. V.I.F. CL CL EQ.EQ. CL 3 1 2"3 1 2" LOCATE TOP OF FRAMING 3" BELOW UNDERSIDE OF BEAM, V.I.F. LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, VIF. RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 3 ' - 8 1 / 2 " 100'-0" ARCH T.O. WALK 109'-3 1/4" ARCH T.O. WALK 123'-8 1/2" ARCH T.O. ROOF 7,886.51 SURVEY 7,895.78 SURVEY 7,910.22 SURVEY EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T 3' - 6 " 3' - 6 " 3' - 6 " 5' - 1 1 / 2 " 4' - 8 1 / 4 " 9'-9 1/2" RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 3 ' - 8 1 / 2 " OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 4.68' X 9.27' = 43.38 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 9.79' X 4.69' = 45.9 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 10.00' X 5.12' = 51.2 SF 100'-0" ARCH T.O. WALK 7,886.51 SURVEY 109'-3 1/4" ARCH T.O. WALK 7,895.78 SURVEY 123'-8 1/2" ARCH T.O. ROOF 7,910.22 SURVEY 9' - 3 1 / 4 " 10'-0" TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. 4'-8 1/4" 4X4 STEEL POSTS WELDED TO FACE OF CHANNEL @ LANDING & ANCHORED TO ROOF ABOVE, PROVIDE BLOCKING AS REQUIRED INDICATED BY DASHED LINES, TYP. EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T NOTE: CONTRACTOR TO FIELD VERIFY PROPOSED ROOFS CONSTRUCTED AT THE INDICATED HEIGHTS DO NOT CONFLICT WITH EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A2.1 STAIR 20 ELEVATIONS SCALE: 1/4 = 1'-0" STAIR 20 - NORTH ELEVATION1 A2.1SCALE: 1/4 = 1'-0" STAIR 20 - SOUTH ELEVATION2 A2.1 BUILDING 40 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL 3-1/2" 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, V.I.F. 3' - 1 0 1 / 2 " V.I.F. CL ALUMINUM FLASHING OVER ROOF MEMBRANE ON 2X WOOD FRAMED KNEE WALL CL 12 2 1' - 4 " 7,905.97 SURVEY 135'-2" ARCH T.O. ROOF 7,921.68 SURVEY 110'-3" ARCH T.O. WALK 7,896.78 SURVEY RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 3 4 ' - 1 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5" ARCH T.O. WALK EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T NORTH PROPERTY LINE 1 3/4" FACE OF EAVE BUILDING 50 BUILDING 40 OPEN OPEN 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, V.I.F. 3' - 1 0 1 / 2 " CORTEN STEEL PANEL WITH 1/2"Ø STAGGERED PERFORATIONS, 50% OPENING , FASTEN TO STEEL FRAMING, RE: STRUCTURAL 4' - 0 " LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, V.I.F. LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, V.I.F. 4' - 0 " 3'-0"3'-0"3'-0"1'-10"4'-0" CLCLCLCL CL CL CL CL CL CL CL 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 7,905.97 SURVEY 135'-2" ARCH T.O. ROOF 7,921.68 SURVEY 110'-3" ARCH T.O. WALK 7,896.78 SURVEY RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 3 4 ' - 1 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5" ARCH T.O. WALK EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T BUILDING 50 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL 3-1/2" 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 12" BELOW UNDERSIDE OF BEAM, VIF 3' - 1 0 1 / 2 " V.I.F. CL CL 12 2 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 7,905.97 SURVEY 135'-2" ARCH T.O. ROOF 7,921.68 SURVEY 110'-3" ARCH T.O. WALK 7,896.78 SURVEY RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 3 4 ' - 1 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5" ARCH T.O. WALK EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T NO R T H PR O P E R T Y L I N E 1 3/4" FACE OF EAVE 3' - 6 " 3' - 6 " 3' - 6 " 5' - 1 1 / 2 " 4' - 7 " 8'-0 3/4" 3' - 6 " OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 14.00' X 4.58' = 64.1 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 14.00' X 4.58' = 64.1 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 9.92' X 5.12' = 50.8 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 8.06' X 7.85' = 63.3 SF 7,905.97 SURVEY 135'-2" ARCH T.O. ROOF 7,921.68 SURVEY 110'-3" ARCH T.O. WALK 7,896.78 SURVEY 9'-11" RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 3 4 ' - 1 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5" ARCH T.O. WALK 4' - 7 " 7' - 1 0 1 / 4 " TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. 4X4 STEEL POSTS WELDED TO FACE OF CHANNEL @ LANDING & ANCHORED TO ROOF ABOVE, PROVIDE BLOCKING AS REQUIRED INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING BUILDING BUILDING 50BUILDING 40 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T EXISTING & FINISHED GRADE NOTE: CONTRACTOR TO FIELD VERIFY PROPOSED ROOFS CONSTRUCTED AT THE INDICATED HEIGHTS DO NOT CONFLICT WITH EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A2.2 STAIR 40 ELEVATIONS SCALE: 1/4 = 1'-0" STAIR 40 -WEST ELEVATION1 A2.2SCALE: 1/4 = 1'-0" STAIR 40 - NORTH ELEVATION2 A2.2SCALE: 1/4 = 1'-0" STAIR 40 - EAST ELEVATION3 A2.2 SCALE: 1/4 = 1'-0" STAIR 40 - SOUTH ELEVATION4 A2.2 BUILDING 70 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING CONCRETE BALCONY CONNECTING REMOTE EXTERIOR EXIT STAIRS, GREATER THAN 50% OPEN EXISTING CONCRETE WALK CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GUARDS, NOT A PART OF SCOPE, TYP. EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, VIF 3' - 1 0 1 / 2 " 8' - 4 " CL 12 2 EXISTING & FINISHED GRADE RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 8 ' - 1 3 / 4 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5 1/2" ARCH T.O. WALK 7,906.07 SURVEY 129'-3" ARCH T.O. ROOF 7,915.75 SURVEY 110'-3 3/4" ARCH T.O. WALK 7,896.83 SURVEY 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T BUILDING 70BUILDING 60 OPEN OPEN 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING CONCRETE BALCONY CONNECTING REMOTE EXTERIOR EXIT STAIRS, GREATER THAN 50% OPEN EXISTING CONCRETE WALK CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GUARDS, NOT A PART OF SCOPE, TYP. EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, V.I.F. 3' - 1 0 1 / 2 " 8' - 4 " CORTEN STEEL PANEL WITH 1/2"Ø STAGGERED PERFORATIONS, 50% OPENING , FASTEN TO STEEL FRAMING, RE: STRUCTURAL 4' - 0 " EQ.EQ.4'-0" LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, V.I.F. LOCATE TOP OF SILL FRAMING 42" ABOVE INTERMEDIATE LANDING, V.I.F. 4' - 0 " CL CL CL CL CL CL CL CL CL EXISTING & FINISHED GRADE RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 8 ' - 1 3 / 4 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5 1/2" ARCH T.O. WALK 7,906.07 SURVEY 129'-3" ARCH T.O. ROOF 7,915.75 SURVEY 110'-3 3/4" ARCH T.O. WALK 7,896.83 SURVEY 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T BUILDING 70 TREX CLADDING, FASTEN TO STEEL FRAMING, RE: STRUCTURAL 2X3 STEEL FURRING @ 24" O.C. UNLESS NOTED OTHERWISE, WELDED TO STEEL POSTS INDICATED BY DASHED LINES, TYP. EXISTING BUILDING EXISTING CONCRETE BALCONY CONNECTING REMOTE EXTERIOR EXIT STAIRS, GREATER THAN 50% OPEN EXISTING CONCRETE WALK CLASS-A ROOF ASSEMBLY CORRUGATED METAL ROOF PANELS, ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON WOOD FRAMING, RE: STRUCTURAL EXISTING BALCONY GUARDS, NOT A PART OF SCOPE, TYP. EQ.EQ. 1X WOOD FASCIA, PAINT TO MATCH EXISTING 1/4" CORTEN STEEL PANEL, FASTEN TO STEEL FRAMING, RE: STRUCTURAL BOTTOM OF STEEL FRAMING & BOTTOM OF STEEL PANEL 1" ABOVE EXISTING FOUNDATION, TYP. LOCATE TOP OF FRAMING 6" BELOW UNDERSIDE OF BEAM, VIF 3' - 1 0 1 / 2 " 8' - 4 " CL CL CL 12 2 EXISTING & FINISHED GRADE RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 8 ' - 1 3 / 4 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5 1/2" ARCH T.O. WALK 7,906.07 SURVEY 129'-3" ARCH T.O. ROOF 7,915.75 SURVEY 110'-3 3/4" ARCH T.O. WALK 7,896.83 SURVEY 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T 3' - 6 " 3' - 6 " 3' - 6 " 5' - 1 1 / 2 " 4' - 8 " 10'-0" OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 10.00' X 4.83' = 48.30 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 10.00' X 4.83' = 48.30 SF OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 9.92' X 5.12' = 50.79 SF 3' - 6 " 4' - 8 1 / 2 " OPEN SIDE CALCULATION, RE: 2015 IBC SECTION 1027.3 MINIMUM REQUIRED OPEN AREA: 35 SF PROVIDED OPEN AREA: 10.00' X 4.70' = 47.0 SF RO O F H E I G H T A B O V E F I N I S H E D / E X I S T I N G G R A D E 2 8 ' - 1 3 / 4 " 101'-1" ARCH T.O. WALK 7,887.60 SURVEY 119'-5 1/2" ARCH T.O. WALK 7,906.07 SURVEY 129'-3" ARCH T.O. ROOF 7,915.75 SURVEY 110'-3 3/4" ARCH T.O. WALK 7,896.83 SURVEY 9'-11" 4' - 8 " EXISTING & FINISHED GRADE 41 ' - 4 1 / 2 " M A X I M U M B U I L D I N G H E I G H T NOTE: CONTRACTOR TO FIELD VERIFY PROPOSED ROOFS CONSTRUCTED AT THE INDICATED HEIGHTS DO NOT CONFLICT WITH EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A2.3 STAIR 70 ELEVATIONS SCALE: 1/4 = 1'-0" STAIR 70 - WEST ELEVATION1 A2.3SCALE: 1/4 = 1'-0" STAIR 70 - NORTH ELEVATON2 A2.3 SCALE: 1/4 = 1'-0" STAIR 70 - EAST ELEVATION3 A2.3SCALE: 1/4 = 1'-0" STAIR 70 - SOUTH ELEVATION4 A2.3 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A2.4 EXTERIOR MATERIALS NOT TO SCALE TYPICAL EXTRIOR MATERIAL EXAMPLE1 A2.4 PERFORATED CORTEN STEEL PANEL RE: STRUCTURAL TREX CLADDING IN "TIKI TORCH" COLORWAY RE: STRUCTURAL P.T. WOOD 2X FASCIA PAINTED TO MATCH EXISTING FASCIAS DRIP EDGE FLASHING TO MATCH EXISTING BUILDING FASCIA FLASHING EXISTING BUILDING TO REMAIN, TYP. EXISTING WALKWAY TO REMAIN, TYP. SOLID CORTEN STEEL PANEL RE: STRUCTURAL 6 A5.1 6 A5.1 FIBER CEMENT PANEL SOFFIT, PAINT TO MATCH EXISTING WOOD BEAM, RE: STRUCTURAL, TYP. STEEL POST & SADDLE, RE: STRUCTURAL, TYP. CLASS-A ROOF ASSEMBLY: CORRUGATED METAL PANEL ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON 2X WOOD FRAMING RE: STRUCTURAL 2'-0" 2'-0" 12 2 116'-9" ARCH T.O. BEAM 117'-4 1/4" ARCH T.O. BEAM 118'-5 1/4" ARCH T.O. BEAM SNOW GUARD TO MATCH EXISTING, PROVIDE BLOCKING PER MANUFACTURER'S NSSTRUCTIONS 6 A5.1 6 A5.1 SNOW GUARD TO MATCH EXISTING, PROVIDE BLOCKING PER MANUFACTURER'S NSSTRUCTIONS FIBER CEMENT PANEL SOFFIT, PAINT TO MATCH EXISTING WOOD BEAM, RE: STRUCTURAL, TYP. STEEL POST & SADDLE, RE: STRUCTURAL, TYP. CLASS-A ROOF ASSEMBLY: CORRUGATED METAL PANEL ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON 2X WOOD FRAMING RE: STRUCTURAL 2'-0" MATCH EXISTING ADJACENT EAVE DEPTH 12 2 120'-3 1/4" ARCH T.O. BEAM 121'-6 1/2" ARCH T.O. BEAM 122'-9 1/2" ARCH T.O. BEAM 6 A5.1 6 A5.1 FIBER CEMENT PANEL SOFFIT, PAINT TO MATCH EXISTING WOOD BEAM, RE: STRUCTURAL, TYP. STEEL POST & SADDLE, RE: STRUCTURAL, TYP. CLASS-A ROOF ASSEMBLY: CORRUGATED METAL PANEL ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON 2X WOOD FRAMING RE: STRUCTURAL 2'-0" 8" 12 2 SNOW GUARD TO MATCH EXISTING, PROVIDE BLOCKING PER MANUFACTURER'S NSSTRUCTIONS 126'-8 3/4" ARCH T.O. BEAM 127'-5 1/2" ARCH T.O. BEAM 128'-6" ARCH T.O. BEAM 6 A5.1 6 A5.1 FIBER CEMENT PANEL SOFFIT, PAINT TO MATCH EXISTING WOOD BEAM, RE: STRUCTURAL, TYP. STEEL POST & SADDLE, RE: STRUCTURAL, TYP. CLASS-A ROOF ASSEMBLY: CORRUGATED METAL PANEL ON CLASS-A UNDERLAYMENT ON 5/8" PLYWOOD SHEATHING ON 2X WOOD FRAMING RE: STRUCTURAL 1'-6" 2'-0" 12 2 SNOW GUARD TO MATCH EXISTING, PROVIDE BLOCKING PER MANUFACTURER'S NSSTRUCTIONS 132'-5 1/4" ARCH T.O. BEAM 133'-2 1/4" ARCH T.O. BEAM 134'-3 1/4" ARCH T.O. BEAM EXISTING CONCRETE LANDING/ STEEL LANDING, VARIES BY LOCATION, RE: STAIR PLANS 3/5 A5.1 1/2 A5.1 1 1 / 2 " , T Y P . EXISTING CONCRETE LANDING/ STEEL LANDING, VARIES BY LOCATION, RE: STAIR PLANS STEEL TREAD & RISER, RE: 1,2,3 & 5/A5.1 EXISTING STEEL STRINGER TO REMAIN, STRIP OF RUST & REPAINT EXISTING STEEL GUARD RAILS, POSTS & STEEL MESH TO REMAIN, STRIP OF RUST & REPAINT EXISTING STEEL HANDRAIL TO REMAIN, STRIP OF RUST & REPAINT EXISTING STEEL TOP GUARD RAIL (BEHIND HAND RAIL) TO REMAIN, STRIP OF RUST & REPAINT WELD TUBE STEEL GUARD RAIL EXTENSION TO TOP OF EXISTING GUARD TOP RAIL, PAINT TO MATCH, INDICATED BY SOLID HATCH 3' - 6 " M I N . T Y P . 4" SPHERE SHALL NOT PASS, FILL OPENING WITH WELDED STEEL MESH TO MATCH EXISTING IS NECESSARY, MAX OPENING 3-7/8" VARIES, RE: STAIR PLANS VA R I E S , R E : S T A I R P L A N S TREAD DEPTH TO MATCH EXISTING MIN 11" RI S E R H E I G H T S TO M A T C H E X I S T I N G MI N 4 " , M A X 7 " , T Y P . NOTE: CONTRACTOR TO FIELD VERIFY PROPOSED ROOFS CONSTRUCTED AT THE INDICATED HEIGHTS DO NOT CONFLICT WITH EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A3.0 STAIR & ROOF SECTIONS SCALE: 3/4 = 1'-0" STAIR 10 ROOF SECTION1 A3.0 SCALE: 3/4 = 1'-0" STAIR 20 ROOF SECTION2 A3.0 SCALE: 3/4 = 1'-0" STAIR 40 ROOF SECTION3 A3.0 SCALE: 3/4 = 1'-0" STAIR 70 ROOF SECTION4 A3.0 EXISTING HANDRAIL TO REMAIN, STRIP OF RUST & REPAINT AS NECESSARY, TYP. EXISTING GUARD POSTS, RAILS & MESH TO REMAIN, STRIP OF RUST & REPAINT AS NECESSARY, TYP. EXISTING STRINGERS TO REMAIN, STRIP OF RUST & REPAINT AS NECESSARY, TYP. EXISTING CONCRETE TREADS & STEEL RISERS TO BE REPLACED WITH STEEL TREADS & RISERS, RE: 8/A4.0 & 1,2,3,5/A5.1, TYP. TYPICAL STAIR, GUARD & HANDRAIL PHOTO NOT TO SCALE 7 A4.0 EXTEND GUARDS TO MIN. 42" ABOVE TREAD NOSINGS, RE: 8/A3.0, TYP TYPICAL STAIR, GUARD & HANDRAIL PHOTO NOT TO SCALE 8 A3.0 STAIR ROOF SECOND LEVEL LANDING FIRST LANDING GROUND LEVEL LANDING P S1 S1 S1S1 S1 S1 S1 S1 S1 UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 1 A5.1 2 A5.1 2 A5.1 3 A5.1 3 A5.1 5 A5.1 5 A5.1 6 A5.1 6 A5.1 EXISTING HANDRAILS & GUARDS ARE TO REMAIN, EXTEND GUARDS TO 42" ABOVE TREAD NOSINGS MEASURED VERTICALLY PER 8/A3.0 STAIR PLAN NOTES: 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A4.0 STAIR 10 STAIR PLANS & REFLECTED CEILING PLANS N STAIR 10 BASEMENT LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 1 A4.0 N STAIR 10 GROUND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 3 A4.0 N STAIR 10 BASEMENT LEVEL RCP SCALE 1/4" = 1'-0"A4.0 N STAIR 10 GROUND LEVEL RCP SCALE 1/4" = 1'-0"A4.0 N STAIR 10 SECOND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 5 A4.0 N STAIR 10 SECOND LEVEL RCP SCALE 1/4" = 1'-0" 6 A4.0 SURFACE MOUNTED OUTDOOR RATED LED LIGHT FIXTURE, 3000K, FULL CUTOFF, DARK SKY COMPLIANT LIGHTING FIXTURES (EXTERIOR) S1 S2 QTY.HIGH EFFICACY YES SURFACE MOUNTED OUTDOOR RATED LED LIGHT FIXTURE, 3000K, FULL CUTOFF, DARK SKY COMPLIANT YES (SEE FIXTURE CUT SHEETS FOR MANUFACTURER INFO.) PHOTOCELL SWITCH ELECTRICAL & LOW VOLTAGE NOTES ELECTRICAL LEGEND ALL ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. IN THE EVENT OF CONFLICT BETWEEN THE DESIGN DOCUMENTS AND THE 2015 INTERNATIONAL RESIDENTIAL CODE, THE CODE SHALL PREVAIL. ELECTRICAL CONTRACTOR SHALL NOTIFY ARCHITECT OF AND CONDITIONS THAT DO NOT COMPLY WITH SUCH CODES. ELECTRICAL FIXTURES AND DEVICES AS GRAPHICALLY INDICATED ON PLANS ARE INTENDED TO ILLUSTRATE LAYOUT ONLY. LAYOUT OF RECESSED AND SURFACE MOUNTED CEILING FIXTURES ARE GENERALLY CENTERED, ALIGNED, AND EQUALLY SPACED AS INDICATED ON PLANS. EXACT DIMENSIONS ARE AVAILABLE UPON REQUEST FROM LIGHTING DESIGNER. CONTRACTOR TO CONFIRM LIGHTING QUANTITIES PRIOR TO ORDERING. 1. 2. 3 DESCRIPTIONTAG SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED LINEAR LIGHT FIXTURE 44 1 HIGH EFFICACY LIGHTING CALCULATION MINIMUM REQUIRED PERCENTAGE OF HIGH EFFICACY LIGHT FIXTURES: TOTAL PROVIDED LIGHT FIXTURES: TOTAL PROVIDED HIGH EFFICACY LIGHT FIXTURES: PERCENTAGE OF HIGH EFFICACY LIGHT FIXTURES: 50% 45 45 45/45 = 100% NEW/MODIFIED FIXTURES ONLY P STAIR TREAD SCALE 1/4" = 1'-0" 7 A4.0 STAIR SURFACE NOTE: -STAIR TREAD AND LANDINGS TO BE GALVANIZED STEEL PANELS WITH MAX 1/8" PERFORATIONS LIGHT FIXTURE S1 NOT TO SCALE 8 A4.0 LIGHT FIXTURE S2 NOT TO SCALE 9 A4.0 4 2 UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 1 A5.1 2 A5.1 2 A5.1 3 A5.1 3 A5.1 5 A5.1 5 A5.1 6 A5.1 6 A5.1 STAIR ROOF GROUND LEVEL LANDING SECOND LEVEL LANDING FIRST LANDING P S1 S1 S1 S1 S1 S1S1 S1 S1 S1 EXISTING HANDRAILS & GUARDS ARE TO REMAIN, EXTEND GUARDS TO 42" ABOVE TREAD NOSINGS MEASURED VERTICALLY PER 8/A3.0 STAIR PLAN NOTES: 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A4.1 STAIR 20 STAIR PLANS & REFLECTED CEILING PLANS N STAIR 20 BASEMENT LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 1 A4.1 N STAIR 20 GROUND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 3 A4.1 N STAIR 20 BASEMENT LEVEL RCP SCALE 1/4" = 1'-0" 2 A4.1 N STAIR 20 GROUND LEVEL RCP SCALE 1/4" = 1'-0" 4 A4.1 N STAIR 20 SECOND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 5 A4.1 N STAIR 20 SECOND LEVEL RCP SCALE 1/4" = 1'-0" 6 A4.1 DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 1 A5.1 2 A5.1 2 A5.1 2 A5.1 3 A5.1 3 A5.1 3 A5.1 5 A5.1 5 A5.1 5 A5.1 6 A5.1 6 A5.1 6 A5.1 DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 SECOND LEVEL LANDING FIRST LANDING THIRD LEVEL LANDING SECOND LANDING GROUND LEVEL LANDING S1 S1 S1 S1 S1 S1 S1 S1 S1 STAIR ROOF P S1 S1 S1 S1 EXISTING HANDRAILS & GUARDS ARE TO REMAIN, EXTEND GUARDS TO 42" ABOVE TREAD NOSINGS MEASURED VERTICALLY PER 8/A3.0 STAIR PLAN NOTES: 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A4.2 STAIR 40 STAIR PLANS & REFLECTED CEILING PLANS N STAIR 40 BASEMENT LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 1 A4.2 N STAIR 40 GROUND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 5 A4.2 N STAIR 40 THIRD LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 2 A4.2 N STAIR 40 FIRST LEVEL RCP SCALE 1/4" = 1'-0" 6 A4.2 N STAIR 40 SECOND LEVEL STAIR PLAN SCALE 1/4" = 1'-0" 7 A4.2 N STAIR 40 SECOND LEVEL RCP SCALE 1/4" = 1'-0" 8 A4.2 N STAIR 40 BASEMENT LEVEL RCP SCALE 1/4" = 1'-0" 3 A4.2 N STAIR 40 THIRD LEVEL RCP SCALE 1/4" = 1'-0" 4 A4.2 DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS AT 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" UP 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" = 6'-5" METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 1 A5.1 2 A5.1 2 A5.1 2 A5.1 3 A5.1 3 A5.1 3 A5.1 5 A5.1 5 A5.1 5 A5.1 6 A5.1 6 A5.1 6 A5.1 DN 8 RISERS @ ~7" = 4'-7 1/2" 7 TREADS @ 11" =6'-5" METAL PANEL SYSTEM CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LAYOUT METAL PANEL TO ALIGN W/ EXISTING NOSING HT. EXISTING STEEL CHANNEL STRINGER TO REMAIN, TYP. 1 A5.1 SECOND LEVEL LANDING FIRST LANDING THIRD LEVEL LANDING SECOND LANDING GROUND LEVEL LANDING S1 S1 S1 S1 S1 S1 S1 S1 S1 STAIR ROOF P S1 S1 S1 S2 EXISTING HANDRAILS & GUARDS ARE TO REMAIN, EXTEND GUARDS TO 42" ABOVE TREAD NOSINGS MEASURED VERTICALLY PER 8/A3.0 STAIR PLAN NOTES: 1. TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A4.3 STAIR 70 STAIR PLANS & REFLECTED CEILING PLANS N STAIR 70 BASEMENT LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 1 A4.3 N STAIR 70 GROUND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 5 A4.3 N STAIR 70 THIRD LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 2 A4.3 N STAIR 70 FIRST LEVEL RCP SCALE 1/4" = 1'-0" 6 A4.3 N STAIR 70 SECOND LEVEL FLOOR PLAN SCALE 1/4" = 1'-0" 7 A4.3 N STAIR 70 SECOND LEVEL RCP SCALE 1/4" = 1'-0" 8 A4.3 N STAIR 70 BASEMENT LEVEL RCP SCALE 1/4" = 1'-0" 3 A4.3 N STAIR 70 THIRD LEVEL RCP SCALE 1/4" = 1'-0" 4 A4.3 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A5.0 EXISTING / DEMOLITION DETAILS 4 A5.1 TR U S C O T T S T A I R S 10 - 7 0 T R U S C O T T P L A C E AS P E N , C O L O R A D O 8 1 6 1 1 11 1 H A A B C As p e n , C O 8 1 6 1 1 97 0 . 9 4 8 . 6 7 0 9 ba r r y . g e r e b @ b g a d a s p e n . c o m bg AR C H I T E C T U R E & D E S I G N CD SET 9/28/21 A5.1 STAIR / SIDING DETAILS DRAWING NUMBER CHECKED BY DRAWN BY DATE JOB NUMBER Truscott Stair Roofs Aspen, CO HLB REVISIONS 307N AABC (970) 300-1003 Aspen, CO 81611 09/08/21 PERMIT R1 20-10 StructureS Silver Town 06/10/21 PERMIT 21 3 1 2 3 A BB A 6 x 10 DF#1 6 x 10 DF#1 6 x 10 DF#1 2 x 6 @ 16" O.C. 1 S6.1 TYP. 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B EXISTINGEXISTING EXISTING EXISTING 1 S6.1 TYP. 8 S6.1 7 S6.1 8 S6.1 TYP. 2:12 !""#$%&'()*+$,-'* S.2.003 E E F F 7 7 8 8 9 9 3 - 2 x 6 6 x 10 DF #1 6 x 10 DF #1 EXISTING TO REMAIN 6 x 10 DF #1 3 - 2 x 6 4"Ø DOUBLE EXTRA STRONG. . 3/S6.1 BASE DETAIL PLATE B 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 1 S6.1 TYP. S6.1 2 S6.1 2 8 S6.1 8 S6.1 CLADDING AND FRAME DETAIL 7/S6.1 9 S6.1 9 S6.1 2:12 CLADDING AND FRAME DETAIL 7/S6.1 4 4 C C D D 5 5 6 6 6 x 10 DF #1 2 x 6 @ 16" O.C. EXISTING EXISTING EXISTING EXISTING 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 6 x 10 DF #1 6 x 10 DF #1 1 S6.1 TYP. 1 S6.1 TYP. 8 S6.1 TYP. 1 S6.1 TYP. 2:12 CLADDING AND FRAME DETAIL 7/S6.1 G G H H 10 10 11 11 12 12 6 x 10 DF#16 x 10 DF#1 6 x 10 DF#1 3 - 2 x 6 3 - 2 x 6 2 x 6 @ 16" O.C. EXISTINGEXISTING 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE B 4"Ø DOUBLE EXTRA STRONG. 3/S6.1 BASE DETAIL PLATE A 1 S6.1 TYP. 1 S6.1 TYP. S6.1 2 S6.1 2 12'-2"4'-6" 9'-0" 4'-0" V.I.F. V.I.F. 8 S6.1 7 S6.1 7 S6.1 TYP. TYP. S6.1 2 2:12 CLADDING AND FRAME DETAIL 7/S6.1 CLADDING AND FRAME DETAIL 7/S6.1 9 S6.1 9 S6.1 Building 20 Stair Roof Framing 1/4" = 1'-0"3 Building 10 Stair Roof Framing 1/4" = 1'-0"1 Building 70 Stair Roof Framing 1/4" = 1'-0"4 Building 40 Stair Roof Framing 1/4" = 1'-0"2 !"#$%#&'()*+,-+,.+)/&%)0+)1223)45/6#&')7$/& DRAWING NUMBER CHECKED BY DRAWN BY DATE JOB NUMBER Truscott Stair Roofs Aspen, CO HLB REVISIONS 307N AABC (970) 300-1003 Aspen, CO 81611 09/08/21 PERMIT R1 20-10 StructureS Silver Town 06/10/21 PERMIT 1/4 !"#$%&%'($%&%()*'($ 1 1/2"1 1/2" 10" !"#$% 10" 1 1/2"5"5" !"#$%&%'$%&%()$!"#$% 8" 1 1/2" 5" 5" 5" 1 1/2" 1/4 2 1/2" !"!#$%&'()#&!* 2 1/2" 1 1/2" 16"2 1/2" 3/4"Ø EXP BOLTS PLATE A 8" EMBED 7" MIN. 2 1/2" HIGH STRENGTH GROUT 3" Typ. 1/2"Ø EXP BOLTS ALL OTHER PLATES 2'-0"3" CLR. 16"Ø PIER TOP FTNG. SEE PLAN 10" 3'-6" MIN. #9 WIRE TIES 5-#4 VERTICAL CLR. 1 1/2" @ 10" O.C. FINISHED GRADE 6" STEEL POST ABOVE #5 @ 12" O.C. EACH WAY PLATE A (DETAIL 3/S6.1) Truscott Roofs STRUCTURAL GENERAL NOTES & SPECIFICATIONS STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood members shall be as described in the 2001 edition of the "National design Specifications for Wood Construction" by the National Forest Products Association and the WWPAW. 1. Unless otherwise noted on the drawings, wood framing members shall be Douglas Fir/Larch, Grade #2 or better. Redwood members shall be construction grade. 2. Sizes shown are nominal, except when noted as RC (Rough Cut) they are full dimensions. 3. All wood members attached to concrete or masonry shall be redwood or pressure treated lumber. 4. Block all joists and rafters per the I.R.C. B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.B.O. approval, may be used with approval by the Engineer. 1. Connectors shown on the plans are manufactured by the Simpson Strong-Tie Company, Inc. Connectors by other manufactures shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the IRC and AITC. 3. Bolts for wood member connections shall be 3/4" diameter, ASTM A307 with a minimum 1 1/2" washer at each end (unless noted otherwise). 4. Self-drilling fasteners for the attachment to structural steel shall be "Teks" fasteners as manufactured by Buildex. C. PLYWOOD SHEATHING Plywood sheathing for roofs, floors and exterior shear walls shall be APA Grade-Trademarked C-D, Exposure 1, unless otherwise noted. 1. Roof Diaphragms (240 plf) shall be 5/8", APA rated sheathing, 40/20 place with 8'-0" dimension perpendicular to the joist, rafter or truss span. End joists shall be staggered. Attach plywood at edges with 8d nails at 6" O.C. and at intermediate supports with 8d nails at 12" O.C. 2. Floor Diaphragms (250 plf) shall be 3/4", APA rated Sturdi-I-Floor, 24 O.C. place with 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with 8d nails at 6" O.C. and at intermediate supports with 8d nails at 10" O.C. Sheathing shall be T&G. 3. Shear Wall Diaphragms (180 plf, 380 plf wind) shall be 1/2", APA rated sheathing, 24/0 with 8"-0" dimension vertical. End joints shall be staggered. Studs shall be 16" O.C. Attach plywood at edges with 10d nails at 4" O.C. and at intermediate supports with 8d nails at 6" O.C. Sheath all exterior walls full height with 1/2" plywood. At all corners, min. 4'-0" each direction, block plywood edges and nail as noted above. D. GLUE LAMINATED BEAMS Laminated member shall be designed and fabricated in accordance with "The Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber" published by the AITC and the appropriate Lumber Producers' Association. 1. Use exterior glue for all exposed laminated members. 2. All members exposed to weather shall receive one coat of end sealer at trimmed ends. Seal all exposed surfaces with sealer coat as soon as practical after erection. 3. Appearance grade shall be in accordance with the architectural drawings. 4. If beam is cantilevered and the cantilever is greater than one-third of the back span, install beam "TOP" down. 5. Allowable unit stresses for dry conditions of use required shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F-V4) unless otherwise noted on drawings. Fb=2400 psi Fv=165 psi Fc(perp)=650 psi E=1.8E6 psi Members stressed principally in compression or tension such as columns & truss members (AITC 24F-V8) Unless otherwise noted on drawings. Fc(parallel)=1650 psi E=1.6E6 psi E. MICRO-LAM BEAMS Micro-laminated members shall be designed and fabricated in accordance with the "National Research Board" and the "National Design Specifications for Wood". 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb=2600 psi Fv=285 psi Fc(perp)= 750 psi E=1.8E6 psi 2. Install micro-laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved by the engineer or the manufacturer shall not be made. 4. Micro-laminated lumber is marked on the drawings as "ML" and shall be 1 3/4" wide, unless noted otherwise. F. FABRICATED WOOD JOISTS (I-Series) I-series fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJI/210, TJI/360, TJI/560) are as manufactured by the Trus-Joist Corp.. Joists by other manufacturers may be used if the depth and deflection is equal to or less than that of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer. 1. Fabricated wood joists shall be in accordance with the manufacturer's recommendations. 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. GENERAL: 1. Any changes to the contract drawings shall be submitted to the structural engineer for approval. 2. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect prior to fabrication or construction. Details on the structural drawings are typical. DO NOT SCALE DRAWINGS. 3. All openings through the structural system shall be approved by the Engineer. 4. Contractor shall provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold the structural elements in place during construction. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but are not limited to bracing, shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and programs incident there to. 6. Options are for the convenience of the contractor. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional engineering work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. 11. Shop drawings shall be submitted to the architect for all structural items. The Engineers review is intended only as an aid to the contractor for obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make sure items are constructed to the original drawings. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. A. DESIGN LIVE LOADS 1. Basic Ground Snow 75 PSF 4. Garage 40 PSF 2. Residential Floors 40 PSF 5. Wind 89 mph, Exposure B 3. Decks 40 PSF 6. Seismic Zone C B. DESIGN CODES International Residential Code, (IRC), 2015 with the International Building Code, (IBC), 2015 for Special Inspection American Concrete Institute Building Code (ACI 318-11) American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Edition) American Institute of Timber Construction, Timber Construction Manual (AITC 5th Edition) National Design Specifications for Wood Construction (NDS2012) DESIGN DATA: 1 2 3 4 w/ 2- 3/4"Ø BOLTS PL 1/4 x 4 x 8" 2" SEE PLAN TS COLUMN, 1/4 3" 3" PL 1/4 1/4 SEE PLAN WOOD BEAM,2"2" NEW 1/2" PLYWOOD (SEE GENERAL NOTES) WOOD BEAM (SEE PLAN) RAFTER (SEE PLAN) EXISTING FRAMING TO REMAIN EXISTING PLYWOOD WOOD PACKOUT. MATCH BEAM WIDTH PLYWOOD SHEATHING (SEE GENERAL NOTES) ALIGN PONY WALL WITH EXISTING WALL BELOW WOOD PLATE (2) - 10d NAILS @ 16" O.C. WOOD BEAM (SEE PLAN) 1/4 1/4 1/4 1/4 STEEL COLUMN SEE PLAN. ALIGN WITH CENTER OF EXISTING CONCRETE WALL. EXISTING LANDING BEAM PL 1/2" x 8" SHEAR TAB. FIELD ADJUST WIDTH TO COLUMN ALIGNMENT NEW STEEL COLUMN EXTENSION ADD 2 HALF PIPE STEEL SLEEVES USE:1/4" FILLET WELD ALL AROUND REMOVE ALL RUST, SCALE AND PAINT AT WELD SITES MATCH INNER SLEAVE DIA TO EXISTING OUTER DIA. REPAINT PER ORIGINAL SPECS 1'-6" CENTER ON SPLICE 1/4 TYP. 1/4 TYP. AA 5 EXISTING STEEL COLUMN 6 (2) - #3 TIES IN THE TOP 5"T.O.PIER V.I.F. 8 3/16 HSS 2 x 3 x 3/16 STEEL LAYOUT PER ARCH. SPACING FOR HORIZONTAL MEMBERS 4'-0" O.C. MAX. HSS 2 x 3 x 3/16 PIPE COLUMN (SEE PLAN) 3/16 TWO SIDES HSS 2 x 3 x 3/16 VERTICAL HSS 2 x 3 x 3/16 HORIZONTAL 3/16 3/16 BLOCKING V.I.F. COLUMN ENDS AT SIMILAR CONDITION. 3" 9 7 Cladding Fasteners Cladding Type Fasteners 1 1/4" Trex decking (3) - Simpson TB1460 at each horizontal beam 22 Guage Perforated Panel Simpson Strong Drive X1S1214 @ 6" O.C at all support beams and columns. CLADDING NOT SHOWN PLYWOOD SHEATHING (SEE GENERAL NOTES) RAFTER (SEE PLANS) BEVELED 2x BLOCKING W/ (4) - 0.148 x 3 1/2" ENDNAILS EACH END. (2) - 1/2"Ø BOLTS 3" 8d NAILS @ 4" O.C. !"#"$%&'()*"+'%#,'-"*%.&+ S.6.001 !"#"$%&'()*"+ !"#$%&'!()*