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EXTERIOR WALL '� <br /> (WHERE IT OCCURS) �� r <br /> „ <br /> ANCHOR BOLT <br /> FULL DEPTH BLOCKiNG SPACWG PER S.W. SCHEDULE <br /> LENGTH OF RUN PER PLAN NOT TO EXCEED 48"O.C. ,, <br /> � <br /> 16GA CONT.STRAP � <br /> � � <br /> FULL DEPTH BLOCKING To p o f g r a d� �o '� o y . <br /> LENGTH OF RUN PER PLAN - / \� \� \\ \ \ � � �j � <br /> s \/�\/�\ \��\ . � = <br /> - / / / / � � � <br /> WALL REINF <br /> \�\\ \\ \\ \\ PER TABLE � � � � � � ; <br /> /� /��\ � /�� ' aQ � � a �a� � <br /> \\ \\ \\\ \\\ #4 12"O.C. � � � ��' � � �' .. <br /> / /�j � / /�j / � c �o �, � zo� � <br /> ROOF RAFTERS OR '\\\ \\ \\ \\\ � � `�' � ��� '� , <br /> BRACED WALL LlNE FLOOR JOISTS PER PLAN � �j / �j � � � <br /> U��.�� <br /> PER PLAN (TJI FRAMING SIMILARj � � \ �\� \� � � ��� �� <br /> HEEL�iEINFORCEMENT j\�j\ \�j\ � ��a� <br /> PER TABLE �\�\\/��� �\��\ 8° � <br /> �\//\%/\ � �//\ � <br /> 4" PERF. HARD PVC FTG DRAIN \�/�\/���� _ ��/�� <br /> INVERT AT LEAST 6" BEI�OW ,��j\�j��j�/ ��j� � . _ <br /> SLAB OR GRAWL SPACE. SLOPE TO \��\��\��\ �\ �\� ;�. <br /> �,` <br /> DRAIN TO APPROPRIATE DOWN FALL. '� �/�/� �j� 32"DOWEL-BARS TO MATCH , <br /> ED WALL LINE PLACE HOLES pOWNWARD \ \�j\ �\//\// /\\//\ � WALL REINFORCEMENTSIZE&SPACING ' <br /> CONTINU�US BLOC�(ING AT BRAC \ \ \ \ \ <br /> 1 NO SCALE ��j��j��j� ��j� ��j� ,, <br /> � ) �\ �/\�/\�/�� \�/\ /\�/\� SLAB PER PLAN <br /> �/�//\ \//\//\//\ � \//�� a (WHERE IT OCCURS.NOT REQ'D <br /> NOTES: ��� ��/\� ��/\�/\�/\� \ /\�/\� a <br /> PRIOR TO SOIL BACK FILL) � <br /> 1. INSTALL 2 X (SAME DEPTH OF FRAMING) BLOCKING FOR SOLID FRAMING OR T7I BLOCKING (SAME / ��j\�j\�j\ �\�\�j��j � \�j\ � w � W M <br /> DEPTH OF FRAMING). NAIL TO SHEATHING WITH 10d @ 4" O.C. \/\�/\�/\�/\� \� , ��\\��� �\��\� � V z Q <br /> 2. STRAP TO TIE BEAM TO BLOCKING SHALL BE INSTALLED ON TOP OF SHEATHING. //�//�//�//�//�// � 0 � W � <br /> 3. 16 GA STRAP MAY BE SIMPSON WB106 OR W6126, ETC. OR EQUAL. :� <br /> ��/\�/\�/\�/\�/\�/�� ` � <br /> —.-�--- � a.� <br /> ,\/\/\/\/\/\/\/ Qa a aa W � ,�� � tz�, <br /> /�//�//�//�//�//�//� a p� � � �C . <br /> 4 � W � � z � .. <br /> z <br /> HEEL TOE M o � z .�-_�'-+ Q � <br /> BASE O � W <br /> „ <br /> NONWOVEN GEOTEXTILE � � �- z � <br /> ' STAGGER ATTERN ROOF OR FLOOR FILTER FABRIC WALL #4 BARS @ DOWEL � �"'� � W <br /> SHEATHING #4 BAR @ 12"O.C. STEM @ 12"O.C. � � T— W <br /> Q � <br /> TYPICAL RETAINING WALL SCHEDUL� �;��;� <br /> A35 CLIP @ 24"O.C. � (NO SCALE) � <br /> LL, W <br /> � � <br /> 0 <br /> � Z � .. <br /> Q <br /> (3) 12tl AT 6"O,C. <br /> DRAG JOIST PER PLAN Height BASE FOOTING HEEL WALL TOE HEEL REINF. TOE REINF. WALL REINF o w <br /> BOUNDARY NAILING THICKNESS STEM � o� <br /> FER SHEAR WALL TABLE in in in in in � °' <br /> ON S-3 DBL TOP PLATES ' <br /> 2' to 4' 16 7.50 4 8 4 SEE NOTE 6 SEE NOTE 6 #4 @ 14" O.C. � � <br /> � i <br /> 5' to 6' 46 10 18 8 20 #4 @ 9" O.C. #4 @ 9" O.C. #4 @ 12" O.C, c, ; <br /> SHEAR WALL PER PLAN i '`�"� <br /> 7' to 8' 62 10 30 8 24 #4 @ 9" O.C. #4 @ 9" O.C. #4 @ 9" O.C. i k' <br /> . � <br /> � <br /> . NOTES: � .. <br /> 1) ALL REINFORCING GRADE 60. � <br /> SHEAR WALL BELOW FLOOR DRAG JOIST/RAFTER 2) 5-1/2 SACK CONCRETE MIX (F'c = 2500 psi MIN). J ; <br /> 3 � 3) SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE GOMPACTED TO MINIMUM _ , <br /> tNo SCA�E RELATIVE COMPACTION OF 90°lo FOR FILL AND 95% FOR SLAB SUPPORT. cC � <br /> MINIMUM RELATIVE COMPACTION IS THE RATIO, EXPRESSED IN � � <br /> PERCENTAGES, OF TME COMPACTED DRY DENSIfiY TO THE MAXIMUM DRY W ' <br /> � <br /> DENSIIY, AS DETERMWED IN ACGORDANCE WITH ASTM TEST DESIGNATION D 1557-91 J ; 2�. <br /> (MODIFIED PROCTOR). � �``. <br /> o ' �, <br /> 4) EQUIVALENT FLUID PRESS = 35 PCF. � �� � � <br /> 5) SOIL BEARING CAPACITY = 2000 PSF. _ � ; <br /> 6) HOOK THE WALL REINFORCEMENT INTO THE FOOTING. E— ; � <br /> ROOF BM U � <br /> PER PLAN � � i <br /> � � Q; i <br /> + 6 x 6 POST � I— E � <br /> PER PLAN (TYP) <br /> �2)e�� M.B. o C1� z ; <br /> . � <br /> $��0 M.B. � . <br /> :{,/ <br /> 5A N2.5 (TYP) �� 1��.�0 <br /> S-3.1 CCQ66 (TYP) TRANSFER BM PER PLAN ROOF BM � � �� ,0 '� � • <br /> �. <br /> TRANSFER BM PLAN VIEW PER PLAN `��N�G��6�23 ��'�w� <br /> RAFTER PER PLAN °�' �L�'G �' <br /> \ H2.5 @ EACH RAFTER �ss jo �.�� <br /> . s"1� M.B. <br /> ,� TRANSFER BM PER PLAN 6 X 6 (POST PER PLAN) <br /> �� PROJECT # � <br /> ROOF SUPT BM ECCQ66 ;_'�:. <br /> ROOF BM (2)B°0 M.B. <br /> � <br /> PER PLAN ' 6 x 6 POST PER PLAN R O O F B M BAC K S U PT <br /> �� NO SCALE <br /> TYPICA� ROOF COVER SUPT DETAIL ALLBOLTS:ASTMA307GALV. �.6. SHEET NO <br /> �� � NO SCALE W/0.190" GALV.WASHER = <br /> F�:t , <br /> ROOF COVER SUPT DETAIL <br /> 4A NO SCALE ., <br /> � <br /> � <br /> E*;, <br />