Title

Julia Morgan Papers

Description

Papers, 1835-1958 (bulk 1896-1945), contain architectural drawings and plans, office records, photographs, correspondence, project files, student work, family correspondence, and personal papers from the estate of California architect Julia Morgan, who practiced in San Francisco during the first half of the twentieth century. Includes architectural documents regarding William Randolph Hearst and the world-renowned Hearst Castle. More information available at: https://oac.cdlib.org/findaid/ark:/13030/kt9s2030pj

Collection

Displaying results 1501 - 1550 of 1591
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Local Identifier
010-9-a-88-04-21
Date Created
1922-09-09
Description

Letter regarding columns in the south portion of the Los Angeles Examiner building

Local Identifier
010-9-a-88-04-07
Date Created
1922-05-12
Description

Letter about concrete slabs used in the factory end of the Los Angeles Examiner Building. The letter reads: 'Miss Julia Morgan San Francisco. Dear Miss Morgan, Enclosed find the bad news the Building Dept. won't stand for the typical concrete slab (as shown in Drawing 561-4.) to be used in the factory end of the building. The structured steel they say is designed for a load of 250 lbs, and the slab must stand a like load. They claim that it will only stand 75 lbs. It is all right for the office end. There are some questions to be answered on the back of the application. You will also find the plan for the steel joists for the 3rd floor. I have shown 12 in place of 10 joist let me know which to use by wire if the plan is OK and I will order the material by wire. They had no [kick] on the 3rd floor. Yours Respect George Hesse'

Local Identifier
010-5-i-ff055-04-01
Date Created
1927-08-29
Description

Top left text reads: 'House for Mr. W. R. Hearst at San Simeon, Julia Morgan, Arch.; DRWG #503-M-589.'

Local Identifier
010-9-a-ff060-05-02
Date Created
1929-08-03
Description

Selected text from the drawing reads: 'For Mr. William R. Hearst, at San Simeon, California; 503-M-721; Julia Morgan - Architect - San Francisco; W. L. Huber - Civil Engineer; Attention Mr. Rossi: Please note that due to a change in the size of columns 20 and 33 between the first and second floors, they are now concentric with column 43; General Note: All bands shown on column [illeg.]cing are in one plane. All column bars are to extend 3'6" above first floor with exception of a columns 13, [19?], 24, 22, 23, 25, 28, 29, [30?], [34?], 35, 36. Bars of the columns are to stop 3" below floor [illeg.]. All 12" and 15" wall which do not retain earth are to be reinforced with a double layer of reinforcing, each layer being located 2' in from either face of wall and consisting of 3/8" bars placed 12" o.c. horizontally and vertically. At corners and intersections of walls, hook bars around corners and extend bars at least 2'-0" into adjoining wall. All bars shown with hooked [ends?] to have hooks in accordance with the following data: '