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" <br /> � � � , , W <br /> a Q <br /> 0 0 ' <br /> 0 TY � � <br /> ' S601 ' X � ' � , <br /> � <br /> CV ♦ ^ <br /> A C D E F G Z �" <br /> H - N <br /> o W M <br /> _ � N <br /> � Z M <br /> �� °° W o : <br /> - FOUNDA � � N <br /> TION PLAN _ > <br /> 1/4" = 1'-0" � � � <br /> � � <br /> LEG E N D �-j- � <C <br /> TYPICAL PLAN NOTES: � � <br /> � <br /> __.I � <br /> 1. � 4x4 POST TYP. U.N.O. � <br /> FOOTING SCHEDULE SECTION DETAIL � � .. <br /> 2. 4x8 HEADER TYP. U.N.O. Z � <br /> g � <br /> (F.B.) FLUSH BEAM 3.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. (REFERENCE ONLY) Z � � <br /> P�N LENGTH WIDTH DEPTH REINFORCING o � O W <br /> MARK (P.T.) PRESSURE-TREATED BEAM 4. �NALL OPENINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWING MUST BE APPROVED BY o � <br /> THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. z N � <br /> F2.5 2'-6" 2'-6" 1'-0" 3-#4 EA.WAY o O <br /> � COLUMN BELOW(4x4 U.N.O.) 5. PRESSURE TREAT ALL EXTERIOR WOOD MEMBERS AND MEMBERS IN CONTACT WITH � N <br /> F3.0 3'-0" 3'-0" 1'-0" 4-#4 EA. WAY CONCRETE UNLESS NOTED OTHERWISE. ~ �- �..}. W <br /> Z V � <br /> w '^ <br /> F4. 4'-0" 4'-0" 1'-0" 6-#4 EA. WAY p STEEL COLUMN BELOW Z �J J <br /> 6.ALL CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT p <br /> DIPPED GALVANIZED OR STAINLESS STEEL. � d.. W <br /> KING POST " <br /> �Q'� 7. WATERPROOF ALL EXPOSED DECKS AND ROOFS PER ARCHITECT. _ ` <br /> % � <br /> HOLDOWN AT END OF 8. REFER TO TYPICAL STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. <br /> 1`�� SHEARWALL ABOVE <br /> 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR <br /> H D U H O L D O W N S C H E D U L E STRAP HOLDOWN AT WALLS AND BEARING WALLS. DESIGNER: LUIS MARTINEZ <br /> ��G-}- END OF SHEARWALL ABOVE 10. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS GREATER THAN 24" ON ONE SIDE. <br /> �� ENGINEER: WADE DAMEY <br /> r--� DIRECTION OF BEAM SPAN 11. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER � <br /> ANCHOR MINIMUM ANCHOR BOLT HOLDOWN POST MORE THAN HALF THE JOIST LENGTH. Z <br /> PLAN SCREWS BOLT FOR A�B. FTG. FOR 8"WIDE --.-- EXTENT OF BEAM � PROJECT NAME: APARTMENT BLDG.ADD'N. <br /> MARK WALL FTG. EMBED �V�DTH BASEMENT WALL 2x4 WALL 2x6 WALL 12. COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED OTHERWISE. PERMIT STAMP HERE(2 1/2"x 2°) 4� <br /> HDU2 (6) SDS 1/4"x2 1/2" 5/8"f�J 10" 18" SST620 (2)2x4 � . <br /> (2)2x6 gW SHEARWALL 13. WHERE POSTS CONTINUE THROUGH FLOOR, PROVIDE SOLID VERTICAL GRAIN w <br /> BLOCKING THROUGH FLOOR TO MATCHING POST BELOW. � PROJECT NO.: 160001 <br /> HDU4 (10) SDS 1/4"x2 1/2" 5/8"0 12" 18" SST620 (2)2x4 (2)2x6 g <br /> HDU5 (14)SDS 1/4"x2 1/2" 5/8"0 12" 18" SSTB24 (2)2x4 (2)2x6 14.TYPICAL HEADERS AT BEARING LOCATION SHALL BE(2)2X8 UNLESS NOTED � DATE: 01.19.16 � <br /> OTHERWISE SUPPORTED BY A MINIMUM OF (2)-CRIPPLE STUD AND (1)-FULL HEIGHT ° <br /> STUD.AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE. � <br /> � <br /> HDU8 1/4"x2 1/2" 7/8"Q1 2�" SST628 4x6 6x6 Q SHEET NO.: <br /> HDU11 (30) SDS 1/4"x2 1/2" 1"0 16" 30" 15. STAIRS, HANDRAILS,AND GUARDRAILS BY OTHERS. DESIGN SHALL BE SUBMITTED AS DEFERRED � <br /> SB1x30 4x6 6x6 <br /> SUBMITTAL TO EOR AND CITY FOR REVIEW BEFORE CONSTRUCTION BEGINS � <br /> U <br /> W <br /> HDU14 (36) SDS 1!4"x2 1/2" 1" 30" SB1x30 4x6 6x6 � <br /> 16. EXTERIOR FTG. SHALL BE MIN. 18" BELOW FINISH GRADE. � <br /> � <br /> 1. 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