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TO WITHW �,fr , a MATCH SPACING W/ <br /> ' 12"OF FINISHED GRADE��,'r, VERTICAL WALL REINF <br /> SIDING � 6 MIL BLACK VAPOR p , ��.: Q <br /> � � � �o BARRIER ��o Z �r��z�rr`�.� MIN. 42 BAR 0 LAP � <br /> � LAP EDGES 12" , � 4"PERFORATED �,, ��� <br /> � �.;� �.. _ �� � .� . <br /> ���1rr� (,�Ln� °. p `� � SURROUND W/GRAVEL �}�� ° <br /> ^/Vri--jy ��� � ' � �`=t�,� Q SOILOVERTOE `' <br /> � � � CRAWLSPACE GRADE � �,�;� °� ,,;,,�� � � � _����� <br /> � � �_� . � ��:, ;� � o ������ V-BARS `� � � . <br /> �, THIS DIMENSION <br /> _ � � � � � PER TABLE ° '� w ''�_CAN BE EXTENDED <br /> O`Y_ . � .��.. .. <br /> �" - ���� ���` �� AS NEEDED TO REACH <br /> �— �� �� L-��°��/�S 4��P�RFORATED �� �r,.: a <br /> � FOOTING DRAW 1 <br /> � � i��� �Lfs� EQ. 8" EQ. SURROUND W/GRAVEL � a a a Q a n 1 SUITABLE BEARING. , <br /> BACK ELEVATIC?N � i� � ° a ° aQ <br /> � � SCALE: 1/4"= 1'-0" ��_4�� ,��,:�y�;;,�;�� � <br /> ,,.i; <br /> TYPICAL SECTION T-BA�S - � <br /> �_ _ PER TABLE C B A M U � <br /> — SCALE: 3/4"=1'-0" <br /> —- D <br /> H A B C D E (MIN.) V-BARS H-BARS T-BARS , <br /> 4'-6' 1'-0�� 8�� 2�_��� 3�_8�� ��_��� `#4 @ 12 #4 @ 12 #4 @ 9 <br /> 6'-8' 1'-0" 8" 3'-0" 4'-8" 1'-0" #5 @ 12 #5� 12 #5 @ 12 <br /> 8'-10' 1'-6" 10" 3'-8" 6'-0" 1'-0" #5 @ 9 #5 @ 12 #5 @ 12 � <br /> 12 CANTILEVERED RETAINING WALL <br /> �+� SCAI.E: 3/4"= 1'-0" '" - <br /> �7 <br /> �—�-� SHEAR WALL DO NOT EXCEED 4'-0"SOIL <br /> 2x BLOCKING OVER <br /> �� � BEAM BELOW HEIGHT DIFFERENTIAL WHEN . <br /> I� i WALL FRAMING PER PLAN gACKIFILUNG WALL <br /> ,� �BEYOND OPENING SHEATHING GLUED&N PLYWD ' t <br /> P.T. Zx_MUD SILL PLATE W/ /� T&G APA /6 RATED: N ; <br /> 2x_BLOCKING AILED P.T. 2x MUD SILL PLATE W/ <br /> �� � #4 VER TICAL Y 2'0 A.B. MIN. 7" EMBED W/3"x 3"x%4' O VER BEA M i �� �� �� �� �� <br /> i; TO FLOOR JOIS TS / 0 A.B. M I N. 7 E M B E D W/3 x 3 X y 4 N � <br /> ' BAR AT 48"O.C. THICK WASHER AT 48"O.C. &12" (2)#4 TOP BAR THICK WASHER AT 48"O.C. &12" 2x_BASE PLATE �r <br /> ii I MAX. SPACING FROM END OF EACH MEMBER. �#4 HORIZONTAL FROM END OF EACH MEMBER. (NAIUNG PER SHEAR M \ �j <br /> II ' (U.N.O. fN SHEAR WALL SCHEDULE} U.N.O. IN SHEAR WALL SCHEDULE WALL SCHEDULE) �/s'APA24/6 RATED OSB �� � ., <br /> � CONCRETE SLAB& BARS @ 10"O.C. ( ) � <br /> R RElNFORCING PER CONCRETE SLAB& FLOOR FRAMING SHEATHING W/6d�6"O.C. Z M Q <br /> EXTERIO �I � RIM JOIST SHEAR FLOW NAILING PER PLANS EDGE & 12"'O.C. FIELD NAILING � <br /> PAVEMENT �I i FOUNDATION PLAN Z REINFORCING PER � � Z <br /> � FOUNDATION PLAN OR SIMPSON CLIP AS SPECIFIED (U.N.O. IN NOTES) O � W , <br /> �' ' � � � FLOOR JOISTS IN SHEAR WALL SCHEDU�E " <br /> o b � — — � — � — � ;, ; <;�^' ° � FRAMlNG PLANS. � PER FRAMING 8d @ 6"O.C. � J W � � y <br /> ,.��. � <br /> x �4 ,�Y-vr;. ���;-��;� � ° . — —a— PLANS 1)#4 TOP BAR � U W <br /> ����,� � �` � � INTO BLOCKING <br /> � � x , �+ �� � <br /> � � � =,u�o �ooi�v� �- �1 0� � � �` � � U.N.O.�IN SCHEDULE � <br /> oo�oc�v�lco �u�„ ��s �� t�v p `��_�,��''`"��� �t� �� SIMPSON PC COLUMN � � O <br /> ROOF TRUSS PER � W <br /> , �:.a�;?c)a��0���0���J;'1. ,J�11 a _ — , <br /> 4'-0" MAX. � �n��,���� ,�' ' �� SIMPSON PB POST BASE OR � <br /> a q a �;��,��� �`` �i z CAP MATCH TO POS'T � <br /> UNBALANCED �����,�-� ? � � EQUIV. DRIFT PIN.WIDTH TO & BEAM DIMENSIONS � FRAMING PLAN <br /> a BACKFILL � � MATCH POST DIMENSIONS , ,,,, , a� ---- � � �� <br /> a t��o: — <br /> POST PER PLANS <br /> x Z ��� a Q <br /> zac -T � � � �> a • � <br /> 2 � c y _ ' 4' 4 . / d � . d #4 VERTICAL � z <br /> _ = c0 0 � ,. ,i�/i��i�;_i",-:; . a �-" �:i/i�/ ',.?i;i � lL� � <br /> - �p O a i i ,n <br /> � N ;- � @ TO DBL TOP P ATE/HEADER <br /> � BARS 12"O.C. #4 HORIZONTAL _ � <br /> #4 V E R T I C A L a ° a a a z � d BARS @ 10"O.C. � � <br /> 4 ° BAR AT 12"O.C. � a a . � _ � � � O R B E A M C O N N E C T I O N <br /> 4"PERFORATED o <br /> a: � ' � Z a � � FOOTING DRAIN � ° CRAWLSPACE GRADE OVERHANG y ' <br /> ,. � 0 _ � e � � �r .�,,. �� ' <br /> ' a z � a d a . a `" � SURROUND W/ Q ��-���! PER PLAN DBL TOP PLATE � �' <br /> ° Q ° �\ ao i;;Oc �' a X m ° ° Q a. Q GRAVEL (2)CONT.#4 BARS OR HEADER ELEVATIONS <br /> � �O, • (2)CONT.#4 BARS W ' 4 AT BOTTOM OF FTG <br /> � �;�� 4 <br /> 4 <br /> }`.'` " . ,6.. : . <br /> � � 4"PERFORATED AT BOTTOM OF FTG °. � � °D -•` ' a SHEAR WALL � STUDS <br /> .:-,��,.�v ..:. <br /> 4" PERFORATED \\ (2)CONT.#4 BARS FOOTING DRAIN � a a '���'� � PER PLAN 16"O.C. <br /> AT BOTTOM OF FTG SURROUND WI GRAVEL ° � ° � <br /> F O O T I N G D R A I N E Q. 8" E Q. <br /> SURROUND W/GRAVEL EQ. $" EQ. H W H W H W EQ. 8" E Q. ���i� �� ��� R DAT O N: g-28-17 <br /> „ , 0'-4' 16" "W" 0'-4' 16" 2'-0"SONOTUBE 4'-8' 24" � ���+�(��� ��������� DRAWN BY: TJM <br /> � FOOTING 4'-g' 24° FOOTING <br /> FOOTING 4'-8' 24" "" <br /> WIDTH 8'-12' 28" WIDTH $�_12� 28�� 8'-12' 28" WIDTH SCALE: AS NOTED . <br /> PROJECT NO: W4354 <br /> 1 RIMETER F40TING AT OPENING 2 TYPICAL STEM WALL W/ SLAB � INTERIOR SPREAD Ft)OTING 4 STEM WALL MAX UNBALANCED FILL 5 TRUSS TO SHEAR WALL SHEET No: ��� <br /> P� SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" ` <br /> �+� SCALE: 3/4"= 1'-0" �+� SCALE: 3/4"= 1'-0" �`3 ,S3 S3 fi� <br /> �7 ti� �J <br />