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E.W, ' pp <br /> .� <br /> �n ° � � �= � ��'-,F: ;�,.a-�-� } ��: � u- � � � S22 AT MID-DEPTH OF SLAB OVER 4" GRAVEL � d� <br /> REMOVE EXISTING JOISTS � � > '� N � x X . o x � SIM, TYP � � (� � � <br /> OVER SUBGRADE, SEE ARCH DWG FOR <br /> 1Q THIS AREA. BACKFILL w/ � 9 , � � � , N N `s � � � � _ � C� Q L� <br /> q � � SIZE AND LOCATION pp <br /> GRAVEL FOR NEW SLAB �(�)� x8 �24"oc (E) 2x8�24" oc {E} 2x8 24" oc (E) 2x8 24" oc � o w w x � a � � : W � � �/� <br /> a e . X J �..� J � $ p �_ �� �iJ <br /> CONTRAC R TO VERIFY IF HOLDOWN � �I�LD VERI FIELD V RIFY FIELD V RIFY FIELD V RIFY N w 4 ��°, HDU11 N � <br /> � � <br /> EXIST AT E OF BACKSPAN AT VERTICAL _ � ; � � � � � � � t li �� � � <br /> ELEMENTS 4x OR MULTIPLE 2x PER { � a � I" ��j HDU11 � � O � ^ <br /> NOTES ON RAMING PLAN). IF NONE a � , ,V ,::. �, .:. (E) 6X6, TYP �a�z� � � �� � 1� C� s- <br /> AVAILABLE PROVIDE SIMPSON HDU2 ; � ' : '� —�- - � ' � : � ' i 1'-4" � I„{) O � <br /> AS SHOWN � � j ��' - - � - - � -�- � '�; � � - ,' C } ; o � � � � � �p � N <br /> � ` :,�.. _.a �v v. .� u ,:s m�_�� � � � <br /> # ' FIELD VERI Y IF E 8x COL IS � � S2•� � � � 4 L � � � <br /> s ; � � <br /> HDU2 � SUPPORTE BY CON BLOCK ��" � ��� � ` S2.1 <br /> fi IF SO, REM VE AND EPLACE '°` , � � , 6x8 POST, P WHERE � �� <br /> � ' ' °O � ' � � (2) HDU O CURS, SEE � ' <br /> � � � W/3'-0"x3'-0'x10" FOO ING WI S22 x � , � . - L - � - <br /> y � ; (4)#4 BOT .W. DETAIL D/ 4.1, TYP � _, � � � _ <br /> _ � � a � w � � � o 0 <br /> � � € � � � � 2a�� HDU11 •- S2.2 � � .- <br /> � � � � - -� ' � ' � _ � -I � � � <br /> 4 � , � ' <br /> . <br /> : <br /> , <br /> , ;,. . . �. <br /> � <br /> � - ---- <br /> ,, .M <br /> � 's` I`. <br /> 4 <br /> � � r <br /> �h <br /> � i o ; <br /> s i , :r:..—'�: ., _..,; . ,; ii�,,,,,.<,� . ��.� ,,,•.e;,, � , � ' , .., . <br /> � . � Y.._ _ ..�:.._.., A-; °` _ _ . _ � � �,,,,�'..ffl�}'�=`�_�,... >,. . ,_ ,.,.o.,,, _,. . ,.. <br /> _ _ .....�. `� —"`"` <br /> 2 Hotr�r� I`F �� � _ _- _ �_ _ _ - _ _ � <br /> , , <br /> ,� ��� � - � ���"�: <br /> , . .. ,. u, . <br /> „ . � . <br /> , ,. <br /> _ � <� ,_. . n �.r.�; � a._ �.. . .. w <br /> � .. �,.� , . � � � �. .� ! -# <br /> , <br /> , . <br /> , rc .� , � � � .. . � _ . . .. �s�. .. ti, �� e ti <br /> r <br /> : :j � _ -' I , � — -- — <br /> HDU11 ; e� a a a ! x', - - .I � n � �� .J_.. # <br /> � � � �=. �� , � ; � <br /> � csi cfl cfl �' Y} �„ r (E) CONCRETE � I; < _ � _ - <br /> ;' < � = o v �r v � � ; ' o <br /> 6x8 POST, TYP WHERE � x x X � � � � � <br /> cfl co cfl SLAB ON GRADE � <br /> > > > > _ <br /> (2) HDU OCCURS, 5EE � � � � � � _ 24" DP FOOTWG � � � � ; <br /> w w w X X FIELD VERIFY : � � <br /> DETAIL D/S4.1, TYP = � � '= e E £ ��- <br /> � � w w ' � ? � � �ry: � <br /> 3 � � O <br /> ` � � ��= - �--- - �` - - - - - � - - - -�E � § e�� z F- N <br /> '- � � - Q ' � � 1'-Q" ' 3 - O (n Op <br /> ' ` R MOVE E ISTWG CONC LOCK � � � � � � � Z � , <br /> � � A D POST ND REPLACE /3'-0"x3'- "x10" Q � � <br /> � � d � <br /> � F OTING (4)#4 BOT E. .AND (N) x6 POS , . ; I���� HDU11 ; � K Q 0 � <br /> � P O V I D E S O R I N G F O R O B E A M A S R E Q D (E} x8 @ 24" oc (E} 2x8 24"oc ; � -� � S 2•2 <br /> Is t,� rl Q L� � <br /> , � J � <br /> � FI LD VERIF FIELD V RlFY � HDU11 � : <br /> 4 <br /> ALL NEW FOOTING = � � r � �� � ; . <br /> SHOWN FOR HDU TO t°� � ; � ��'�` HDU2 W <br /> � � � L N � <br /> BE 24" DEEP, TYP ` � � g �� - - - - - - � - - - - � � � � '�� � CV � <br /> UNO � � - � � ; � � � O W <br /> 9 � � � _ � _ � � � � s � �� � � Op � <br /> � r� . � � 4 -��� .�.1-- 8" DEEP FOOTING <br /> ` g $ � �� HDU11 ` N N L1.1 <br /> � �; � � ALONG THIS WAL <br /> " � (E) 2 c L D 2 4 o c 7 � � � �_�J HDU11 <br /> � ¢ � <br /> HDU11 � % � , <br /> ' <br /> � ', � FIEL VERIFY � Q„ - <br /> HDU11 � � ' . <br /> �r.�� F > <br /> �` <br /> � � `N`- — y�` � N — — — s — — — ;—� — — ; � <br /> � � �� "�` A INDICATES ' � <br /> � � , o � � �� z� _. a... , k ,f k, SHADED ARE � � � <br /> , � <br /> S2.2 � � r._ ���, �,,,� �..�-,.,.. .., : � .. _ _ .��. `:.. _ . _:�:o.�.,���,��. �. ,r._ . ;(.,; ',° � FLOOR SAGGING. SEE DET B1S2.1 FO REMEDY. � � � <br /> ' :; <br /> �m � <br /> SIM, TYP - : z .. �.-..,.��rr ....��,�,.����.�,,.� .�.,. ..� .. ,. .,�, � .,.,. ,, ,.....;.. ,_ ,. ..._., . v..> . .,,.... u... :�:u.w.�w�_... �r.� : E 6X6 � '�;� (E) SWGLE RIM J IST, FIELD VERIFY 1 R � (CONTRACTOR TO JACK EXISTING p � . <br /> ,,. <br /> � . ,.. .,, . .. : �. . . ,.,.. ,._�: . _�:�.. _�.,..i--�;:.. : �: ..._. . _.,_n.,._ _, ..,_.._, _, ,_ ` � ,� �; TO � � <br /> ��: STRUCTURE TO LEVEL PRIOR � <br /> � � � SHADED AREA INDICATES FLOOR SAGGING. _ � ` <br /> „ INSTALLING NEW SUPPOR�. � � ;. <br /> � c, C SEE DET B/52.1 FOR REMEDY. ` NOTIFY ARCHITECT OR ENGR IF � � ' <br /> � o >- (N) 4� POST � � t � ; � <br /> � � � S2 2 (CONTRACTOR TO JACK EXISTING EXISTWG FLOOR JOISTS/BEAM ARE � � � <br /> " � � : <br /> " � N W NEW FDN & FTG TO MATCH STRUCTURE TO LEVEL PRIOR TO 3 ' DAMAGED, DECAYED OR UNSALVAGABLE. " `-` <br /> Y � i <br /> � �,�.� =a.� �,��_.x.,,...._�� �._�,��.���.,.x.. ,� ,�.�_�, ,��, �.��� �,����., �. ��:�K��...�_�� ..�� , <br /> � U > EXISTING PER DET E/52.1 INSTALLING NEW SUPPOR�. r ; ; � � ' � "" � � � `� HDU2 <br /> !� __ _ , _ _ _ _ _ _ - _ � <br /> 3��_ M ._ - - �- __ _ _ ___ _ _;� _n _ . NOT{FY�ARGHITEC���OR ENGR !� _ _ _ _ _ _ M p 4 _ 3��� Q <br /> __ ___ <br /> � � � � W EXISTING FLOOR JOISTS lBEAM ARE � � ��w���m����'��w��'m�� ��' ' J <br /> # � ����� <br /> ------ <br /> � � ` w �` , � DAMAGED, DECqYED OR UNSALVAGABLE. ; ; � � � � Q. <br /> � � � � � _ , � Z . <br /> t . � ' <br /> � <br /> � <br /> S2.2 -- -- <br /> HDU11 I' � ;I ` r 1 r � � ' ;> �+ :� HDU11 <br /> — � <br /> - . . ,,. . . . . . _ ,. ._ .. ,. _ „ .. . .. .. ._. ., , <br /> � ... .. .. __„ . <br /> . <br /> _ <br /> � ,u . .. . .: .�...,�_. .,..,, �.,� . ,,v__ � ..w. ,...w .. . � _ r , x , m ,,..._ ,�,�_.�.,...�,�.,....��..,._�����.,.�. h. _��,.,�, <br /> $ ,. <br /> - 1 ; ; I <br /> � � ¢ .,. ,_ :. , <br /> �.�a .�y,..�...,.,�.e,��,.�Y,,....�.,����.w_.�.,,� ... �� . ..a��:�... �.i.,. . t�,���„�.�...�.:�.p.� t, �__ w,:,�.�,m.,��..�._ .,,�,�...��,_.�,w..���,.. n _ .�..�,��.,.�.�M,�..��,�,��v,.�.,,$.�����a�� .._.�.,��..._�«r.��.e.pro.�.�...._ �,m,�A <br /> � _ . �. � .�.. .r._._.w� �! .�.,..,�T .,.}:� ��,,_ .�,� ., �.a� <br /> _ - _ �_ _ � .a - �.x a�����.� ���...,���.�.- <br /> q, , .. �,.� n;��. _�r����,.�.,���., 4_���;.�...rati.. �. _ -- - �iDU i i ___ . -- ---- — <br /> r _�;. �. � ��.�,£ �..� ,,��,�,- � _ ,_ . _ ` , 4 <br /> Hi�U'i <br /> � . _ _ . _ _ _ ; . e ; <br /> _. ..... . . � __ .�.. ,, z . , _. . <br /> _ 4�.,i,......1...,,�h.�,..,,......�.,�.,�,«.�.,..;,�,.. �>r�.... .... ... .....-A,�,� ,.N,..-. ,.,y,„�..a....�..a»,..�. , ..,.,P=..,,�. �...,..,�..�.n m,.m,..,..,�.._ F , . ., n,,� .y�_ �,,.,M...�.m�,o�,. �.� ._v��„ ��,s.., _„ _, s,W,,�.�,4..�.,��,.,,��,.�„ �.��>�,�.�.,��,...a,.�.�, �..�,,,�.�,,.�...m,.�,.,�.�,..�,..�,,�.�...,,�.��.� �s k r ..���,,, J <br /> , � . .. u� a � � � _� � � _��: � �. � ... � _ s ." I--- <br /> � SHADED AREA INDICATES FLOOR SAGGING. � � _ (E) CRAWL SPACE ACCESS " Q <br /> H SEE DET B/S2.1 FOR REMEDY. SIM,TYP � � � � � � ' � <br /> Y (CONTRACTOR TO JACK EXISTING o � o � `- :� , , ' <br /> _ � _ � Z <br /> � STRUCTURE TO LEVEL PRIOR TO ' � <br /> n <br /> N INSTALLING NEW SUPPOR�. , ��_0�� I <br /> co NOTIFY ARCHITECT OR ENGR IF ,�, �„ � O <br /> � A EXISTING FLOOR JOISTSBEAM ARE B , C , !p; E ' F ' LL <br /> � - DAMAGED, DECAYED OR UNSALVAGABLE. <br /> 0 <br /> � NOTE: CONTRACTOR TO PROVIDE SHORING <br /> 3 �a OF EXISTING STRUCTURAL ELEMENTS <br /> � WHEN REMOVING EXISTING STRUCTURAL F C) U N DAT I O N A N D M A I N F L O O R F RA M I N G P LA N a�a L EG E N D <br /> a FOR NEW STRUCTURAL ELEMENTS. REVISIONS. <br /> �o SHORING DESIGN INCLUDING MEANS AND <br /> � METHOD ARE THE RESPONSIBILITY OF THE 1/4" = 1'-0" CITY OF EVERETT <br /> 1.) DO NOT SCALE DRAWINGS. <br /> L CONTRACTOR. 2.) VERIFY ALL DIMENSIONS IN FIELD. = DENOTES EXISTWG FOUNDATION WALL AND FOOTING CORRECTIONS 1 <br /> � 3.) SEE DETAI�S I/S2.1 AND K/S2.2 FOR HOLDOWN DETAILS AND SCHEDULE. +� }- � 10.19.18 <br /> c <br /> ° NOTES: 4.) EXISTING FRAMING, FOOTING AND FOUNDATION WALL SHC�WN ARE ASSUMED. FIELD VERIFY <br /> � CONDITIONS AND NOTIFY ARCHITECT OR ENGINEER IF DISCREPANCY ARE FOUND. 0 DENOTES NEW FOUNDATION WALL AND FOOTING <br /> � 1) THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF ---- <br /> o INFORMATION FOR AN EXISTING BUI�DING. CONTRACTOR <br /> � MUST FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND <br /> � . <br /> � ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR CADD F I LE: � <br /> M TO MODIFICATION. <br /> , 18054 <br /> � 2) DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS <br /> � FOR DIMENSIONS. <br /> DATE: 08.20.18 <br /> a <br /> g DRAWN: KC <br /> a <br /> � <br /> � CHECKED: C. 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