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_ _- --- _ <br /> � �x,,:. <br /> ,�5;-' <br /> SHEARWALL EDGE NAILIN SHEARWALL EDGE NAILIN 16d � EA BLOCK AND � 12" <br /> TO BOTTOM PLATE. TO BOTTOM PLATE. 0/C INTO �RIM. WH�RE 3x � <br /> EXTEND SHEATHING CONT. 16d � EA JOIST. EXTENq SHEATHING CONT. 80770M PLATE IS REQ'D, USE � � <br /> �RESSURE 1REATEDSSI� WHERE 3x BOTTOM PRESSURE TREAT�DSSI L K1���WS �c ti4 <br /> PLATE PER SHEARWALL PLATE IS R�Q'D, USE PLATE PER SHEARWALL 0/C W/ (3) 10d : 1 N � <br /> 5CHEDULE. USE 2x6 W/ SDSY4x4�J�i SCREW. SCHEI�ULE. USE 2x6 W/ NAILS a ^ <br /> �.'�'4��„S��RWX�� A.f3. � 48" 0/C (MIN) _ <br /> SCHEDULE LTp4 PER SHEARWALL <br /> SCHEDULE � <br /> SHEARWALL EDGE SHEARWALL EDGE <br /> NAILING TO SILL NAILiNG TO SILL � cfl <br /> P�ATE PLATE � <br /> � p <br /> �� <br /> 6�r i .: 6» .. :' U � <br /> . a � � <br /> ';a JOIST PER PLAN - . . JOIST PER PLAN . <br /> � •. �' (I—JOIST SHOWN) ._I I I I ': � � <br /> � _� . (i--�oisr sHowrv) (n � � . <br /> FROST DEPTH :� xis�rvc FouNOA�otv FROST DEPTH �• Q EXIs�nNG FouNDA�oN `� � j � o <br /> •' � • ' `s � .� c.� <br /> (18" MIN) � . (18" MIN) � <br /> . °` . _ _ � � ca '� � <br /> ev <br /> ER PLAN , '� ', '., PER PLAN , a,�: � � •� Y � -� <br /> ° ° a �s--rl I : r/� � � � <br /> VJ � � <br /> XISTING EXISTING � tO �� � <br /> PER PLAN � o -� � � <br /> 4" � PERFORATED PLASII PER PLAN FOUNDATI4N 4" � PERFORATED PLASTI FOUNDATI.ON <br /> PIPE. CENTER IN ONE CUBIC PIPE. CENTER IN ONE CUBIC - � � � � � � <br /> FOOT OF FREE DRAINING FOOT OF FREE DRAINING � � ►� <br /> = GRAVEL AND DRAIN TO GRAVEL AND DRAIN TO , <br /> APPROVED OUTFALL * APPROVED OUTFALL. : : �-- � � . <br /> �REAK SHEARWALL SHEATHING � BOTTOM OF SILL PLATE � <br /> --o� .. <br /> w <br /> JOISTS PERPENDICULAR JOISTS � o <br /> PARALLEL - A F � _ <br /> � �-o---► : �°- <br /> . EXT. WALL FOU N DATI ON CON N ECTI 0N . vj <br /> 1 Q/�/�, C /� <br /> - J11%LG. �4p-�,-yy � . . . . � . . � . . . . -.. . � . . .. � . . _� . ... , .. . . <br /> . . . . . . . . . . . � . . . . . . ��..�-__ . <br /> . . . � . ' . � � � � . � . .. . . . .. . . . . � . . . . . . � . � -. . � . . � � . . � ' . .. . � . .. . . ... . � � � <br /> : D K <br /> � � � � <br /> - B � � � <br /> � � N <br /> , � � � <br /> --� r� <br /> . : : � <br /> _ � � � <br /> . � � � <br /> � <br /> - G (� �' q . <br /> H L � �- � <br /> _ _ � I-� <br /> . E � �- � <br /> I--� �-- C� <br /> . � . . . . . . .. � �- W <br /> . _ � . . . � . . . . . . � . . . � . . . . . � � . . . . . . .�. ' . •a �. ;�v`' • �a� • '� .• •��. .�� . '. b • t � •w• ,i •. •• � . - . �. �. . . �. � � � . <br /> - � � . � � � � . . � � - . � . . � � � � . � - . . : . � . . . . . . . . � � , i r � �l � . . � � ...�a.. �' •. .' .. : . . , . . . . . . . � . . . . <br /> d•. y' . .. �'�r j• � <br /> • ' ��: . ' � �* � � .• d�� .� . � • ,•i•' . ; • • �'� •�.•. �.—. <br /> . . � . . . . . . . . . . . � � . . . • • . � � � • ..� ' . . . '• ���• . • !.. �' . ' . . <br /> �.d� • i • ' � �• • �� • • !d .�I ;'� �`.•. . • _ <br /> a.,; ... . � :e• �' �� •�! .�: <br /> DIA�'HRA�M EDGE NAILING DIAPHRAGM EDGE ''�, . .'• :.'..' .•.;. .�'' .. a.:'� ',' �'�' � '� ' ' •.: ...:� . ��• ,.�'�:.. •� •�•�••*� <br /> �: <br /> � �d C� 6 o/c : NAILING — 8d � ' ° '` '� ' ' '' • .4. �� ' � •- ." '� . <br /> �, <br /> 2x BLOCKING - 6 °�� Q DOUBLE TOP PLATE W/ EDGE NAILING - G� HOLDOWN PER SCHEDULE AND �-�' ---��`� :� . <br /> ����'r� �°�- <br /> � � � FLAT OR � � � � � � � � � � � (STAGGER) � � � � � � PLAN (HDQ8—SDS3 SHOWN) ` �.�.��' ���v�s �� � <br /> v�� � '� � <br /> SLOPED <br /> RAF?ERS PER PLAN UB SHEARWALL EDGE NAILING AT ALL PANEL <br /> QH COORDINATE ALL STUD AND � ����� <br /> » EDGES. BLOCKING AT ALL PANEL EDGES �� � ��,,, <br /> A�5 OR RBC C� 24 WHERE APPLICABLE. PLATE SIZES w/ SHEARWALL c � <br /> o�c FROM BLOCKING RAFTERS A35 � 24" o c � �CHEDULE REQUIREMENTS � �A °�� <br /> TQ SHEARWALL TOP PER PLAN � Q EDGE NAMLING T0 HOLDOWN POST (FULL � ��ass�� '.Y� <br /> PI..ATE. ALTERNATE FROM RAFTER TO s-r�G <br /> HEIGHT) STAGGER INTO D�UBLE STUDS O �DGE NAILING TO POSTS, TRIM ��� �� ._.� <br /> �► _ � �nr���� �` ...�� <br /> TOp PLATE QD STUDS � 16 ON CENTER STUDS, AND KING STUDS , �,�=:� �, .y�a�� <br /> H1 CLIP EACH <br /> RAFTER TO TOP UO PRESSURE TREATED SILL PLATE WITH KQ �EARING STUD FOR HEADER , <br /> SH�ARWALL PER P�.ATE SHEARWALL EDGE NAILING AND ANCHOR BOLTS PER Drawn By: CHR1S <br /> SHEARWALL SCHEDULE. � Checked �y: CHRIS <br /> PLAN PER PLAN TOP PLATE SPLICE NAILING T0 BE 8 16d � THIC�N SS AT AL� MIN D�te: 0�-10-1� <br /> QF � ) <br /> SINKERS (MIN). LAP �8" MINIMUM. CENTER SHEARWALLS <br /> SDA J0� N0. <br /> � RAF ER P RP NDIC AR B RA�TERS PARALLEL sP�icE oN sTu�. <br /> � � �� � <br /> � I� AFTEF� /SHEARWALL �ONNECTION STD . SHEARWALL ELEVATION W RIM - <br /> 2 _ 3 scA�E: 2 =� —o STRUCTURAL <br /> �,����� �a� : ����„��3 3 �4;�A NOTE� <br /> � '3{,�1��� ,'�..��� �tJ ::,._��� � � <br /> S - 3 • C� <br /> : � ����� � � ���� }��� . <br /> � �.�; . : <br /> ��.,�.��" ��= ������..�..,�, � <br /> _, <br /> ` ' v <br /> ,� . .,� <br /> i������ i."�`.;�°di..� "-, _ <br />