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_ ;f�° <br /> PANE�EDGE NAILING @SIM, PARTIAL HEIGHT WALL <br /> OVER ALL HOLD4WN STUDS <br /> REPI..ACE SH�ARWALL ABV <br /> J�ISTS 8� SHEATHWG PER PLAN 8d @ 6"OG INTO TJ)BLKG HOLD�WN WHERE OCCURS A35 PER SHEARWALL <br /> PER PLAN wJ ALL-THREAD SCHEDULE <br /> TO MATCH A.B.SIZE — VERTIGAL GRAIN BLKG <br /> ���__ � T�RAATCH H�LDOWN STUDB <br /> (4}8d INT'O EA BL�CK <br /> SHEARWALL PER PLAN JOIST DIRECTI�N AND ° <br /> � SHEATHING PER PLAN <br /> NAILING PER SHEARWALL <br /> SCHEDULE, TYP <br /> BEAM PER PI.AN <br /> (3)16d T�ENAILS EA BLOCK 2x RIM JOIST <br /> (2} 16d TOENAILS THRU EA JOIST <br /> . . <br /> nickerson engineering <br /> = 2221 Everett Ave#202 <br /> POST PER PLAN � _ Everett,wn sa2o� <br /> WHERE(E}POST TO BE a g (2)16d THRU EA 425.610.4425 <br /> REPLACED PRQVIDE(N)CAP W = • • J�IST OR BLOCK <br /> AND BASE a WHERE JOISTS ARE <br /> PARALLEL, PROVIDE Uc Nickerson Engineering,LLC 2017 These <br /> drrwings were prepared forlhe"WALKER <br /> \\ �� \� \� \\ \\ \\ \\ ; 2x BLKG @ 48��OC RESIDENCE"project in EVERET"f,WA <br /> �\��\��\�i�\f����\f�\�f\� N�W CONCFtL7E TOP(WIDTH TO They are not intended for use on any other <br /> ��/i�\//�\`//��//�\/i`�/f��///�/ MATCH CMU)w/{2)#4 BARS pro� <br /> %��/ ' � (E)CMU WALL w/(N)#4 Q 24"OC Stated drawing scale is based on <br /> ��'I ` 34'x 22"sheet. <br /> ��\j IN FUL�Y GRC}UTED CELLS <br /> �/\� ;;',:<;<• �„ <br /> �\\/ (1)2 Q1 TITEN SCREW <br /> � \/�\�/�\� ., _ CENTERED ON CELL <br /> �/f�/��/ '. �n � .: BENT PL�sx$@ 24„ <br /> j`\j�\\ � �\j�\j�\j �//\�j , f::- . �/�� i t2)�'Qf TITEN SCREWS @ 5"OC <br /> 1/ lj / " /,,- / / � \�'\ ' \ \ <br /> �\,�,\ � �\��\��\, �/��/ ,;; ; ,, R ' tij�\j , <br /> j�// // �j �.i !/ �j1/ �j �j �j //��j��� ��I��, � :�, ; , ;, �: ,I/�� � <br /> �OOTI NG SIZE AND %\t�\��\�'y\�%\�%\�j\�j\�j\�\.�\\�\\�\\�\\. �//\/ ..4'. ... ' : '' / � (E) FND, 15"WIDE MIN '�'4E�L. � <br /> �i.�/i�/i. /i /i /i /i /i. /i�/i�/i�/i�/i�/. ��\��\��\��\t�\��\��\��\�,�\�;�\�. FOOTING WIDTH, - ��`4� A" �� <br /> REINF P�R PLAN FIEl.D VERIFY ���,�� ,���>�r ��� ����� � <br /> � . t ./ <br /> POST FOaTING @ CRAWL SPACE 2 EXISTING FOUhIDATIO�N REPAIR � .� �: � �:�'� <br /> SCPtLE:3/4"=7'-0" JC"�' .0 SCALE:314"=1'-0" � r:,' .�,,...�,•w, <br /> $3.0 ��"�`� }---- �s4,, '�''� <br /> PANEL EOGE NAILING ��������� ;���'�� <br /> OVER ALL HOLDOWN STUDS @SIM, PARTIAL HEIGNT WALL ;'�-� <br /> REPLACE SHEARWALL ABV <br /> HOLDOWN WHERE OCCURS A35 PER SHEARWALL @SIM,F��OR IS NOT <br /> PER PLAN w/AlL-THREAD SCHEDULE SHEARWALL PER PLAN CANTILEVERED <br /> TQ MATCH A.B.SIZE VERTICAL GRAIN B�KG PER ARCH <br /> TO MATCH HOLDOWN STUDS 36" MAX <br /> (4)8d INT�EA BLOCK � <br /> RNCHOF2 Bt7LT PER SHEARVNALL PER PLAN JOIST DIRECTION AND <br /> 1JS3.0 0 SHEATHING PER PLAN 8d�fi"OC INT�2x BLOCKING <br /> NAILING PER SHEARWALL NAILING PER SHEARWALL <br /> (2j#4 BARS SGHEDULE,TYP SCNEDULE,TYP A35 PER SHEARWALL <br /> PER 1fS3.0 SCHEDULE <br /> `.�'."„;R! %: �.:'�;;; '," _. .• : <br /> .r: ` • �`, a 2x RIM JQIST <br /> �. 2x RIM JOIST <br /> ` #4 BAR PER 6/53.0 � `� W <br /> � � U <br /> � = z <br /> (E)CMtl WALL {1}2"0 TITEN CMU � <br /> � — (2}16d THRU EA � — (2)16d THRU EA � :�' N <br /> ° SCREW Q � JOIST OR BLQCK INVERTED LUS HANGER � � �C � <br /> � � _ • � � _ • • JOIST OR BLOCK ❑ ¢ � <br /> CENTERED IN C�LL w WHERE Ja1STS ARE � <br /> a PARALLEL, PR�VIOE a NEW CaNCRETE TOP{WIDTH � Z �[ <br /> (E)C�NCR�TE WALL ; \ \ \ \ \ \ \ \ ? 2x BLKG 48"UC \ \ \ \ \ \ \ \ ' TO MATCH CMU)w/(2)#4 BARS W � <br /> �-� �\/�\/�\�\\�\\�\\f\\/\\� : @ �\/\\ \\ �\ �\ \\ \\ \\ (� <br /> / �''/ �/ �/ �jfi' �j � / �/ �/ �/ �/ �/ �/ � � <br /> � � � � � � ���� ` ;�\�\.�\�\�\�\�\�\�� �, E CMU WAI.L w/ N GROUTED CELI.S � � <br /> •�= \ \ \ \ \ \ \ NEW CONCRETE TC?P(WIDTH \ \ \ \ \ \ \ \ ( ) ( ) <br /> '��-'� ?�:�: c+�:�-�::;,.;:::;:M �/���i�/��/�'�/��/��/�` ;\ \ \ \ \ \ \ \ I— <br /> y 4 '� � y 1 � �'` / f .//..�/.//,.//.//.�/,./� � _ <br /> � �/�\ T�MATCH CMU)w/(2)#4 BARS / „ [� � <br /> • s . • .`� , �� ��\� (N)#4 BARS @ 48 OC W <br /> J� t a` � S .%Y�i ��/� t � �f ` IN FULLY GROUTED CELL W M W <br /> . , •�;.'.r •: ' � :.. :'t,. j\\� (E)GMU WALL W/(N)GROUTED CELL.S .�\\ <br /> , ... .• c� <br /> ��2��' r���/ � (N)#4 BARS @ 48"OC �/�\� .:- .;: (�)z'f�TITEN SCREW J N � <br /> / /j %�/ , ;�• ••• , CEN7ERED @ CELL W <br /> �/,��/�� IN FULLY GROUTED CELL �%/��/�/ , ,;� \� � Q <br /> PL x13-x$ 48"QC w/ � \ \ ,,,�, \��\/\/ '��.'' 2.. \ � BENT PL��c8 @ 48"oc . <br /> �s�� 2 � �//�//�/ $TEEL PLATE >/�/�/ c t <br /> ``/��`,/ ,=•:,:' N.,,�;:�,,,: < � �� PER 7/S3A �`\��`\\� ' �� (2)� B TITEN SCREWS a�5"OC � <br /> �2)z��Qf TITEN SCREW w/ �/f� . �/� � �//�//�/ �'� � , <br /> 2" MINIMUM EMBED, TYP � \ ..` �` # � � \ \ \ ' :' \'\' \`\ <br /> ,��\ �, r �; ; �f� (E)FUUNDATION STEM WALL RER PLAN ��/\�/ t ;: i , \ � <br /> �/��\���,�\�n\�,�\��\�fi'ti\�/�� �E)FTG,8"MIN WIDTH \/�j .:: K ;f f � �'�jj��// (E}FND, 12'"WIDE MIN . <br /> FIELD VERIFY �/\�j ,>: : �� . � `�,• �• \�\\/� F�OTING WIDTH, <br /> �/�����.�\��\���.�\.�t,��\,�\��\.�rt\�/� FI EL�VERI FY <br /> STEEL P�ATE AT CMU/FO�UNDATI�N � CONC CURB a� EXISTING FUUNDATION s EXISTING FOUNDATION REPAIR � <br /> SCALE:3/4"=1'-0" <br /> S3.Q sca�:�a^=�'-0" 53.0 SCALE:3/4�_��-0� S3.0 <br /> No_ Date Issue <br /> A 10.06,17 Preliminary <br /> 0 10.12.17 Building Permit . <br /> � 12.15.17 Revision <br /> Sheet Contents <br /> FQUNDATIQN <br /> DETAILS <br /> Job No_ <br /> p �, . ��� �.��:� `�> ;�.-�� 17-075 . <br /> _�'� ; <br /> ,,,<�� ��� � $ ���� � 'a, Sheet No. <br /> _ ,�� . <br /> ,�ry�: �� ��1�RE_.�. <br /> �g. <br /> ■ <br />