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NOTE: SEE DETAIL B/S2.2 FOR REMOVAL OF (E) SHTG NOTE: CONTRACTOR TO PROVIDE SHORING FOR
<br /> IF REQUIRED FOR INSTALLATION OF CONC FTG. EXISTING STRUCTURES WHEN REMOVING EXISTING SIMPSON A35, STUD TO TOP PLATES, TYP
<br /> ELEMENTS FOR NEW STRUCTURE ELEMENTS. SHORING RNELL
<br /> DESIGN, MEANS AND METHOD IS THE RESPONSIBILITY �� 0� ��`48J�'�.G'
<br /> �_ (E) POST, BEAM, JOIST AND SHEATHING OF THE CONTRACTOR �,e�'� '� ,�'�0��
<br /> ; � • °' '�",�'�'f ;
<br /> (E) SHTG (N) SHTG E SHTG NEW POST PER PLAN Q � % . EXISTING STUD ;�
<br /> s � � I 98641
<br /> �. .I = _
<br /> ��� ���� °
<br /> ; (E) CONCRETE WALL NEW CONCRETE WALL HEADER PER PLAN 3- 16d ,��19T8a�
<br /> 1
<br /> �� � ` ` SEE DET M/S2.2 FO teNAL �'
<br /> ° I � � SIMPSON RPBZ WITH TITEN SCREWS IM L '
<br /> �;;
<br /> ' � � ��'��°-� � GC TO VERIFY POSITIVE CONNECTION .���� �. ... ���„� ..�.�r�� � NEW PQST PER PLAN.ATTACH POST ' PER MFR
<br /> � � �a�� AVAILABLE BETWEEN (E) BEAM AND (E} POST (E) BEAM ��, �;' TO EXISTING BEAM W/SIMPSON PC SIMPSON ACE6 MAX
<br /> °$ IF NONE AVAILABLE, PROVIDE SIMPSON �: � EA SIDE OF BM
<br /> � PER PLAN �:; POST CAP. PROVIDE NEW 2x TO MATCH
<br /> � ; AC (MAX) POST CAP EXISTING ON EACH SIDE OF POST AFTER #4 BAR DBL FU�L HEIGHT KING
<br /> (E) C.I.P. WALL ' EMBED 4" cL'D CENTERLINE OF STUD. MULTIPLE KING STUDS
<br /> `` INSTALLATION OF POST CAP. �• � W A L L w/S E T-X P E P O X Y SINGLE TRIMMER W H E R E R E Q'D. P E R P L A N
<br /> EQ. EQ. NEW POST PER PLAN STUD
<br /> ATTACH TO (E) BM W/ (E) JOIST AND SHTG. REMOVE (E) SHTG -�--N a �
<br /> (E) POST. GC TO PROVIDE SHORING SIMPSON PC POST CAP ONE BAY EACH SIDE OF POST �, 1"CLR, TYP �'
<br /> SIMPSON PB WHEN REMOVING EXISTING CONC BLOCK Eg EQ FOR INSTALLATION OF NEW POST AND � a
<br /> SERIES OR EQUAL FOR NEW FOOTING. SHORING DESIGN, FOOTING. REPLACE W/NEW SHTG BUILDING PAPER BETWEEN POST � ° d �
<br /> MEAN AND METHOD IS THE RESPONSIBILITY TO MATCH EXISTING AND REATTACH AND CONCRETE, TYP —I I I—)I I—I I �
<br /> OF THE CONTRACTOR SIMPSON PB W/ 10d @ 6" O.C. TO NEW AND EXISTING I I(=1 I 1=1 I 1=
<br /> SERIES OR EQUAL JOIST � ,
<br /> . +J . ' Q .,�� .d , , d p ' d � J Z .
<br /> ........... ..._... � �� � ..
<br /> ° a `a . g O v a W SIMPSON A35, STUD TO SILL PLATE,TYP
<br /> a = ih
<br /> . p d � � � 'A ' ' ' d� � � � W �
<br /> ^_^� `— a � � �° ° Q v EXISTING SILL PLATE � �
<br /> . � ��.. _,_..
<br /> q a � Q
<br /> _������������I� ���������������II II������������- ` ° : d a o M a � . �
<br /> I I I-1 I I-1 I L- ��i=i i i=i i i= -1 I I-1 I I-1 I I �°° °� � ..�_-e- � � 4�� -�
<br /> NOTE: FOOTING SIZE AND REINF �°. a (E) FOOTING � O
<br /> PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE "'—"'— ��� ��� ���— . ���—���— � z
<br /> —���—���—)� —��(—���—�� ��—���—���— 9"
<br /> I I I-I i I-I I I- i I 1=i I 1=1 I I- -I I I-I I I-I I I (2) � MIN, EQUALLY SPACED � W M
<br /> NOTE: FOOTING SIZE AND REINF ' � � r—
<br /> PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE TYPICAL HEADER SUPPORT DETAIL � � �
<br /> EXISTING POST TO NE1lV FOOTING � � Q �, ,
<br /> POST TO F��TING W � � �
<br /> � ,
<br /> SECTION SECTION SECTION SECTION -� � .� �
<br /> o �,
<br /> A 3/4"= 1'-0" 3/4" = 1'-0" � 3/4"= 1'-0" D 3/4" = 1'-0" � M p CS�
<br /> � � � �
<br /> NOTE: SEE DETAIL A/S2.1 FOR ADDITIONAL
<br /> INFO NOT CALLED OUT
<br /> MAX WIND PRESSURE ON PARAPET=47 PSF MAX WIND PRESSURE ON PARAPET=47 PSF
<br /> 2x4 STUDS 2x6 STUDS
<br /> 2x CONT TOP PLATE 2x CONT TOP PLATE
<br /> 2x4 PLATE 2x6 PLATE
<br /> NEW 2x PARAPET WALL
<br /> (2)- 2x HEADER SPIKE EAC�H PRECE w/ a , AL GN W TH�EXISTOI G
<br /> . ��;A 2x BLOCKING
<br /> (2)- ROWS 16d SINKERS �`s��e • . � STUD BELOW —
<br /> � 12"oc, STAGGERED,TYP. SIMPSON TS18
<br /> 1/2" PLYWOOD - X cLD STUD TO EVERY x
<br /> FILLER ', 2x BLOCKING ¢ (E) BLOCKING ¢ �
<br /> 1/2" PLYWOOD FILLER,TYP. ; � � �
<br /> 3 1/2" 5 1/2' EXISTING FOOTING ; � �
<br /> SIMPSON TS18 � '° Z
<br /> 2x6 STUD WALL " � � �� i.i
<br /> � @ EVERY STUD SIMPSON A35 N O � �
<br /> 1/2" PLYWWOD FILLER N � ; ,— TO (E) JOIST EA END F BLKG '^ =
<br /> � ' �J O Q
<br /> 2x FILLER . , --- --� � � �
<br /> � d �. , , Q �, ,i � , . � Q �
<br /> ' d ' � 4.. . .a � , ,,> � Q . ' , •Q � � �
<br /> 4x HEADER, 6x HEADER, 4x HEADER, . � • . • • •
<br /> PER PLAN PER PLAN PER PLAN " -_- � - < 4 ° � SIMPSON A35 � EVERY STUD SIMPSON A35 � EVERY STUD N � �
<br /> � � � W
<br /> "' (E) 2x RIM JOIST (E) 2x RIM JOIST
<br /> N N W
<br /> 4x HEADER TO 2x6 STUD , SIMPSON MSTI48 � EVERY STUD, SIMPSON MSTI48 � EVERY STUD,
<br /> EXISTING JOIST AND CENTER ON MID-DEPTH OF (E) JOIST EXISTING JOIST, BLOCKING CENTER ON MID-DEPTH OF (E) BLOCKING
<br /> STUD WALL PER PLAN AND STUD WALL PER PLAN
<br /> (3)#4 EPDXY 3" MIN INTO EXIST FOOTING
<br /> EQUALLY SPACE WITH 2"MIN EDGE DISTANCE
<br /> TYP I CAL H EADE R S ECTI O N S SIMPSON H2.5 � EVERY SIMPSON H2.5 @ EVERY
<br /> EXISTING JOIST EXISTING BLKG
<br /> (3)#4 CONT
<br /> SECTION SECTION SECTION SECTIfJN �'
<br /> J
<br /> E3/4"= 1'-0" � 3/4" = 1'-0" � 314" = 1'-0" � 3/4" = 1'-0" �
<br /> �
<br /> NOTE TO GC FOR INSTALLATION OF NEW FOOTING: u")
<br /> NOTE TO GC FOR INSTALLATION OF NEW FOOTING NOTE: SEE DETAIL A/S2.1 FOR ADDITIONAL 1) DRI�L REQUIRED HOLE INTO EXISTING CONC �
<br /> 1) DRILL REQUIRED HOLE INTO EXISTING CONC INFO NOT CALLED OUT NOTE TO GC FOR INSTALLATION OF NEW FOOTING: FOR THREADED ROD.
<br /> FOR THREADED ROD. NOTE: SEE DETAIL A/S2.1 FOR ADDITIONAL NOTE: SEE DETAIL A/S2.1 FOR ADDITIONAL
<br /> 1) DRILL REQUIRED HOLE INTO EXISTING CONC �NFO NOT CALLED OUT 2) EXCAVATE FOR NEW FOOTING. EXCAVATION INFO NOT CALLED OUT �
<br /> 2) EXCAVATE FOR NEW F(�OTING. EXCAVATION pROVIDE SHORING OF EXISTING STRUCTURE FOR THREADED ROD. UNDER EXISTING FOOTING SHALL NOT SPAN MORE O
<br /> UNDER EXISTING FOOTING SHALL NOT SPAN MORE �EN EXCAVATING NEW FOOTING. SHORING 2) EXCAVATE FOR NEW FOOTING. EXCAVATION THAN 5'-0" WHERE BEARING WALL OCCURS.
<br /> THAN 5'-0"WHERE BEARING WALL OCCURS. UNDER EXISTING FOOTING SHALL NOT SPAN MORE PROVIDE SHORING OF EXISTING STRUCTURE
<br /> EXCAVATION SHA�L BE FROM THE DESIGN, MEANS AND METHOD SHALL BE THE WHEN EXCAVATING NEW FOOTING. SHORING EXCAVATION SHALL BE FROM THE Q �
<br /> � RESPONSIBILITY OF THE CONTRACTOR. THAN 5 0 WHERE BEARING WALL OCCURS.a pESIGN, MEANS AND METHOD SHALL BE THE INTERIOR OF THE BUILDING.
<br /> INTERIOR OF THE BUILDING. EXCAVATION SHALL BE FROM THE 3) PLACE THREADED ROD AND REINF
<br /> 3) PLACE THREADED ROD AND REINF INTERIOR OF THE BUILDING. RESPONSIBILITY OF THE CONTRACTOR. CENTER OF THREADED ROD, 4x HEADER PER PLAN �
<br /> 4) POUR IN NEW CONCRETE. 4) POUR IN NEW CONCRETE. CENTER OF HOLDOWN, STUD WALL. GLB PER PLAN
<br /> 3) PLACE THREADED ROD AND REINF NOTE: STUD WALL AND HOLDOWN �
<br /> � CENTER OF THREADED ROD, 4) POUR IN NEW CONCRETE. (E) FINISHED GRADE � NOT SHOWN FOR CLARITY 2x FILLER TO MATCH �
<br /> F- CENTER OF THREADED ROD,
<br /> Y CENTER OF HOLDOWN, STUD WALL. HEADER x FULL O
<br /> (E) SIDEWALK NOTE: STUD WALL AND HOLDOWN CENTER OF HOLDOWN, STUD WALL. PLYWOOD FILLER
<br /> �a NOT SHOWN FOR CLARITY NOTE: STUD WALL AND HOLDOWN LENGTH OF HEADER TO FIT �"
<br /> N � NOT SHOWN FOR CLARITY �
<br /> � � - ��: (E) FLOOR JOIST OT SHOWN
<br /> 00 `'` �'' FOR CLARITY
<br /> � 1/2" PLYWOOD FILLER, TYP.
<br /> c0 ':
<br /> � ' � (E) FLOOR JOIST OT SHOWN
<br /> � ' � (E) FLOOR JOIST OT SHOWN � 2x6 STUDS
<br /> FOR CLARITY EXISTING FOOTING (3)#4 EPDXY 3" MI INTO EXIST FOOTING 2x6 STUDS REVISIONS.
<br /> 3 - FOR CLARITY _ I EQUALLY SPACE ITH 2" MIN EDGE DISTANCE
<br /> ,,
<br /> � (3)#4 EPDXY 3" MI INTO EXIST FOOTING (3)#4 EPDXY 3" MI INTO EXIST FOOTING _ TYP EACH SIDE O (E} FOOTING
<br /> �� EXISTING FOOTING EQUALLY SPACE ITH 2" MIN EDGE DISTANCE EQUALLY SPACE ITH 2" MIN EDGE DISTANCE CITY OF EVERETT �
<br /> o EXISTING FOOTING Q CORRECTIONS 1
<br /> 10.19.18
<br /> c �
<br /> o ,,
<br /> `� � � DOUBLE NUTS,TYP �
<br /> � ' � � PROVIDE SHORING OF EXISTING STRUCTURE
<br /> � ; a
<br /> �`� e � °� _ , ..-....� " ESEGN M ANS A D METHOD SI HALL BE THE 4x H EAD E R TO STU D G L B TO STU D
<br /> o DOUBLE NUTS, TYP e DOUBLE NUTS, TYP �
<br /> ,. ;d v a ° ; �. M , a• d
<br /> N t ' � � 4 ' FOOTING DIMENSION a �- a ' . a .�a RESPONSIBILITY OF THE CONTRACTOR.
<br /> � � ' � � � � PER PLAN ��a. FOOTING DIMENSION � °.. a � a
<br /> ;, �
<br /> � . w... ,a..__ . 4 � :. . PERPv�N � ° .° a.. a. CADD FILE:
<br /> M .� . _. 18Q54
<br /> _� a ma 4 _ �' a . Q .
<br /> �, o . da . a o wa a..a a (3)#5
<br /> a n v• cV a'. d ' a
<br /> a N � � �� �. �a �. a °. ° . � ° #5 @ 12° o.c. d . #� cLv 12�� o.c. DATE: 08.20.18
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<br /> V e a' n v .
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<br /> aN : , . a � a. o o � . d: ; a � DRAWN: KC
<br /> � � a. a � , a � (3)#5 N a , a . ... ' a (2)#s a a CHECKED: C. BURT
<br /> , � ,a . ° #5 � 12" O.C. � `
<br /> � W `. • .
<br /> o a ° ' � � � . w • PER PLAN IMENSION Q
<br /> co ° � a
<br /> J � Q . e . a.
<br /> a CTION M � SEC SECTION SECTION
<br /> �
<br /> �
<br /> Y 3/4"= 1'-0" 3/4" = 1'-0" � 3/4" = 1'-0" 3!4" = 1'-0" ■
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