_ ;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.
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