ATOMIC ENERGY COMMISSION SANTA FE OPERATIONS OFFICE SFO.43 0 (3.50) COMPLETION REPORT FOR AS-BUILT DRAWING NUMBERS ANG GATES: 60-09-06 (13 sheets) Fs - 631 2E~0617 NOTE: JOB NO. 730,1 = 9a 2/14/51 4/18/51 4/19/51 CONTRACT NO. For: Sarees. LOCATION ENGEBI ISLAND - SITE “E*" AT-( 29-1 }-507 DATE OF Tne Complete Construction of Multi-Story Bullding Building Now: 2h 2 or_ lB THIS REPORT: 19 april 1951 23 Angust 1951 - Revised ESTIMATE Sheets No, 2,6,8,10,11,12 revieed 4/18/51 [property Account SHEET NO. *Not for use by A-E Quantity DESCRIPTION OF PROPERTY UNITS unit Construction Contract Each Direct Indirect $557,711,69 466,064,17 Est'd. Value ; Gove ie ralshed Engi ; Ngineerin 3 Coat tore . roration of rges to Units Che Total -stony This ie a three story test structure of concrete, steel and brick, sise 195'-0* wide x 529-0" deep x 36'-O0" high to the top of the flat roofs and the width divided into seven separate sections or buildings, A 3" space and sealing connections are provided between al) section foundations, flocr elabs, walls, and roofe, Well panels, roofs, floors and anchoring to foundation footings are of various kinds, types, sizes and eombinations to cbtein comprehensive test results, : Survey and control points are located in al] outeide walle and foundations, The second and third floors of buildings Wos, 2, 3, 4, 5 & 6 are live loaded to 100 per square foot with sandbags, Accessways are covered with 4" x 4" timber, Buildings Nos, 1 and 7 — Drawing Sheets Nos, 1, 2, 3, 4, 5 and 13 - end seal and test pane] sections, three story are similar in sise, 32'-O" wide x 52'-0* deep x 36'-O" high, Buildinge Moe, 2 and 6 — Drawing Sheets Nos, 1, 6, 7, & and 13 - structural ateel frame, with and without windows, three story are similar in sise, 19'-]" wide x 52'-08 deep x 36'-O" high, Buildings Woe, 3 and 5 — Drawing Sheets Nos, 1, 9, 10, 11, 12 and 13 - reinforced concrete frame, with and without windows, three atory are similar in sise, 19'-1" wide x 52'-0" deep x 36'-0" high, Building No, 4 - Drawing Sheets Nos, 1, 10, 11, 12 and 13 - reinforced concrete frame with shear walle, with floor and roof diaphrams - no windows, sise 53'-0" wide x 52'-O8 deep x 36-08 high, Twelve 2" diameter pipes are pounted in wertical position flush with paving to provide means for making deformation seasurenents, 1 ©. no rte fhte fed Frat Le ars -0- $1,023,775 a6) 1,221,981, 82 Instrumentation Direat 78,652.48 Total Structure and Instrumentation Direot 636, 364,27 547,655.09 37,962.56 Direct Indirect; 308 616,72 334,393,58 -0- Direct Indirect! 944,980.89 882,048,67 Grouting Program GRAND TOTAL T Indirect} * 37 ,962,56 643,010, 30 1,864,992 12