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U.N.O. `,` ,J <br /> SECTION DETAI� Z � O ''' <br /> 2. 4x8 HEADER TYP. U.N.O. a � � <br /> � � C , � <br /> (F.B.) FLUSH BEAM 3.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. (REFERENCE ONLY) � � - <br /> 4. WALL OPENINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWING MUST BE APPROVED BY � O W <br /> - (P.T.) PRESSURE-TREATED BEAM o �/ N <br /> THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. o � • <br /> � COLUMN BELOW(4x4 U.N.O.} 5. PRESSURE TREAT ALL EXTERIOR WOOD MEMBERS AND MEMBERS IN CONTACT WITH � O N <br /> CONCRETE UNLESS NOTED OTHERWISE. W �— � W <br /> ❑ STEEL COLUMN BELOW z v; /� <br /> 6.ALL CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT o <br /> DIPPED GALVANIZED OR STAtNLESS STEEL. � d- W <br /> KING POST ~ <br /> w <br /> w <br /> �Q• 7.WATERPROOF ALL EXPOSED DECKS AND ROOFS PER ARCHITECT. c=n <br /> HOLDOWN AT END OF 8. REFER TO TYPICAL STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ! ��p ���;;r ���� � ��� ; <br /> SHEARWALL ABOVE y ' <br /> + ; y� ` � � <br /> �� 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR ; �1 u 3 <br /> � � � ' � �E � � DESIGNER: LU MART NEZ <br /> STRAP HOLDOWN AT WALLS AND BEARING WALLS. �_a � <br /> fl ��1� �.r.'1 IS I <br /> G-1- END �F SHEARWALL ABOVE _;'� �� �-�,���� ,_ ;�'� ` <br /> � 10. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS GREATER THAN 24"ON ONE SIDE. .s t <br /> �� f *-�� x:. ;�, ; . ENGINEER: WADE DAMEY <br /> � DIRECTION OF BEAM SPAN 11. PROV{DE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER <br /> � MORE THAN HALF THE JOIST LENGTH. Z <br /> • EXTENT OF BEAM � PROJECT NAME: APARTMENT BLDG.ADD'N. <br /> 12. COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED OTHERWISE. PERMIT STAMP HERE(2 1/2 x 2 ) a4 <br /> 0 <br /> 13. WHERE POSTS CONTINUE THROUGH FtOOR, PROVIDE SOLID VERTICAL GRAIN ~ <br /> gyy SHEARWALL � PROJECT NO.: 160001 <br /> BLOCKING THROUGH FLOOR TO MATCHING POST BELOW. � <br /> � <br /> � � <br /> 14. TYPICAL HERDERS AT BEARING LOCA710N SHALL BE(2)2X8 UNLESS NOTED a DATE: - <br /> OTHERWISE SUPPORTED BY A MINIMUM OF(2)-CRIPPLE STUD AND(1)-FULL HEIGHT - ' <br /> STUD.AT RLL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE. � <br /> Q= SHEET N0. � <br /> : <br /> 15. STAIRS, HANDRAILS,AND GUARDRAILS BY OTHERS. DESIGN SHALL BE SUBMITTED AS DEFERRED N <br /> SUBMITTAL TO EOR AND CITY FOR REVIEW BEFORE CONSTRUCTION BEGINS � <br /> w <br /> � <br /> 16. EXTERIOR FTG. SHALL BE MIN. 18"BELOW FINISH GRADE. � <br /> a <br />