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3020 BROADWAY 2018-01-02 MF Import
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3020 BROADWAY 2018-01-02 MF Import
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Last modified
2/17/2021 3:29:51 PM
Creation date
1/24/2017 3:42:22 AM
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Address Document
Street Name
BROADWAY
Street Number
3020
Imported From Microfiche
Yes
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. � <br /> r � <br />. . Plan Check No. 1191 <br /> L. N. Callahan, Building Official ,,, <br />�' August 27, 1982 j <br /> Page Two <br /> 4, Welding of structural steel and steel decking should be in accordance with <br /> i AWS Dl .l , 1980 Code. All welders, tackers and welding operators should be <br /> WA40 certified. See notes, Sheet S-1 . <br /> 5. All masonry construction, including prefabricated masonry curtain wa31s , <br /> should have special inspection in accordance with Section 306(a)6. <br /> 6. All masonry bearing walls and shear walls have been designed using full <br /> width of the masonry units rather tha� the effective width of the units. <br /> Stated another way: The bearing, bending and shear stress calculated are on the basis <br /> of fully grouted construction where all cells would be grouted. The notes on <br /> Sheet S-1 and the drawings indicate that only the cells containing reinforcement <br /> will be grouted. <br /> 7. The seismic analysis was made considering the weight of the masonry walls <br /> to be only partially grouted. If the design is changed to fully grouted, then <br /> new seismic calculations should be submitted. In the alternative, if the <br /> stresses are adjusted on the basis of partially grouted construction, then <br /> new calculations must be submitted to justify Comment �6, above. <br /> S. Vertical wall steel should be continuous at the slab edge wall , Details 6/, <br /> 7/, and 12/5-9. <br /> 9. Masonry bearing and shear stresses should be calculated based on the <br /> reduced width of masonry at the chamfer shown on Details 6/ , 7/ > and 12/S-9. <br /> 10. Bond beam steel should anchor inside the column, as show� ��n Column Detail <br /> 20�5-9, rather than in the fire protection, as shown on Column Details 17/S-9 <br /> 22fS-9. <br /> Sheet55c4� (reversed)�anddalsoSremarksnon BeameSchedule,tSheetcSt8,nrefe�encen <br /> 17/5-10. <br /> An invoice for plan checking services rendered based on the valuation of <br /> $3,500,000.00 will be forwarded to you under separate cover. <br /> I am retaining all data and plans in a�ticipation of telephone calls from the <br /> architect and also that I will be doing the recheck. Please instruct the architect <br /> to indicate on a separate sheet on which sheet or detail the correction may be <br /> found. <br /> w I <br /> I <br /> I <br /> w� <br /> %� � <br />
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