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To: <br />Project <br />Owner: <br />Project <br />Location: <br />Dear Sean, <br />❑ JVA, Incorporated <br />1319 Spruce Street <br />Boulder, CO 80302 <br />Ph: 303.444.1951 <br />Fax: 303.444.1957 <br />Web site <br />❑ JVA, Incorporated <br />25 Qd Town Square <br />Fort Collins, CO 80524 <br />Suite 200 <br />Ph: 970.225.9099 <br />Fax: 970.225.6923 <br />❑ JVA, Incorporated <br />PO Box 1860 <br />79050 US Highway 40 <br />Winter Park, CO 80482 <br />Ph: 970.722.7677 <br />Fax: 970.722.7679 <br />www.jvajva.com E -mail: info @jvajva.com <br />TECHNICAL ASSISTANCE MEMO <br />Sean McCartney <br />City of Louisville Planning <br />Department <br />749 Main Street <br />Louisville, CO 80027 <br />Janice Hoffman Residence <br />1131 Jefferson Avenue <br />Louisville, CO 80027 <br />Memo Date: <br />JVA Project #: <br />Field Visit #: <br />Visit Date: <br />Present <br />at Site: <br />April 6, 2011 <br />15074 <br />1 <br />March 31, 2011 <br />Janice Hoffman (Homeowner) <br />Burt Brucker (Contractor) <br />Ian Glaser (JVA) <br />JVA, Inc. visited the Hoffman Residence, a recently designated Louisville Historic Landmark, on March <br />31, 2011. The purpose of our visit was to assess the property's roof framing. We spent approximately 2 <br />hours on site, primarily in the accessible portions of the attic. Our findings are as follows. <br />Description: <br />The main portion of the residence is approximately 32 feet by 46 feet with the long direction aligned in the <br />east -west direction. There is a porch along the east elevation, fronting Jefferson Avenue. There are two <br />smaller adjoining portions of the house along the west elevation. The house is one story, with a full <br />basement under the main portion of the house. The Homeowner reported that the house was built around <br />1934. <br />The roof over the main portion of the house is gable framed on a 6:12 pitch. The rafters are 2x4s spaced <br />at 24 inches. At the ridge, the rafters abut one another and are connected with two toenails. There is no <br />ridge board or ridge beam. The rafters cantilever over the exterior bearing walls to form the eaves. The <br />roof framing is surfaced with 1x6 skip sheathing with 2.5 inch gaps between boards, cedar shakes, and <br />several layers of asphaltic shingles. <br />The ceiling joists are 2x4s spaced at 16 inches and are supported by the exterior bearing walls and a <br />centrally located bearing wall. The joists are approximately 16 feet long and are lapped over the interior <br />bearing wall. Over the Kitchen, the ceiling joists were surfaced with gypsum board. Ceiling finishes were <br />not observed elsewhere since they were concealed by insulation, but are expected to be plaster and <br />wood lath. <br />In the attic space, two intermediate lines of support were added sometime after the original construction. <br />Approximately 6 feet from the north and south bearing walls, 2x4 dropped beams support the rafters. <br />These dropped beams are supported by 1x6 props at approximately 6 feet spacing. The props are side - <br />nailed to a bottom 2x4 plate oriented on its side across the top of the ceiling joists. <br />The gable end walls are framed with 2x4s at approximately 30 inch spacing and are surfaced with 1x <br />diagonal sheathing. <br />The porch roof and the roof just west of the main portion of the house are similarly framed with 2x4 rafters <br />and ceiling joists on a 6:12 pitch. <br />The roof framing over the furthest west portion of the house was not accessible. This portion of the house <br />appears to have been added sometime after the original construction. <br />Page 1 <br />This site visit was made to observe the progress and the quality of the portion of the construction work related to JVA's engineering services and to determine <br />whether that work was in general conformance to the Contract Documents. JVA's observations are intended to protect the interest of the Owner and the public. <br />JVA is not responsible for the Contractors work, work methods, safety precautions, timeliness in the perfom once of the work nor any other aspect of the <br />construction for which the Contractor has responsibility. <br />