2410 38TH ST 2016-01-01 MF Import

� • I / 2410 38th Streec December 27, 1990 Page two of three b. Grab bars shoLild be parallel �o and 33 to 36 inches above floor. Side grab bars should be 42 inches long with the front and pcsitioned 24 inches in front of the water closet stool. Grab bars at back should be at least 24 inches long for room installations and 36 inche� :ong where the water closet is installed in a stall. Grab bar diameters should not be less than 1-1/4 nor more than 1-1/2 inches providing a 1-1/2 inch clearance between the grab bars acid ad�acent surface. (Grab bars are not required in Group R, DLvision 1 apartment houses) . c. A clear space 30 inches wide, 29 inches high and 17 inches in depth shoul3 be provided under each lavatory. /d,�attom of at least one mirror sho�Qd he wi.thin 40 inches of the V floor. /7. Nonabsorbent finish and Uacking for toilet room Lloors, walls of toilet compartments, and walls around u�inals should conform with Section , 510(b) . /(L� �. The detaii of the scupper should be revised to meet '.ne requirements of ;� UBC 3207(c) . i 9. Structural calculations should be submitted to justify the adequacy of V the structural system (including foundation) for seismic, wind, dead, snow and live loads. J:O. Anchorage of cuncrete and masonry walls should comply with secCf.on l� 2310. Designs which rely on cross grain tension of wood members are not acceptable since the co3e has no allowable value. A positive maans of connection such as joist anchors or clip angles should be provided. See D�tails 1 & 6. � 11. Floor and roof diaphragms supporting concrete or masonry walls should �' have continuous cross ties between diaphragm chords in accordance with Section 2312(h)2H. Special anchorage of wood diaphragms should comply with Section 2312(h)2I. You may only need to verify subdiaphragm connections. (iY2. In Seismic Zones Nos. 3 and 4, minimum reinforcement s;iould be provided for masonry walls to comply with Section 2407(h)4B.