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J <br /> SSS Number: <br /> EMBED REBAR INTO EXISTING FDN WALL <br /> (DRILL&SET-XP EPDXY 4"MIN) S 1�07l7Q� <br /> MATCH THE SIZE,SPACING AND LOCATION <br /> OFTHE NEW FDN WALL DESIGN Praject Name: <br /> Rocefeller Rehab <br /> EXISTING WALL Owner: <br /> #4 HORIZ. @ 12" OC NEWWALL Chrysalis Homes <br /> ���—���—���—���— <br /> I I I—I I�—I I I—I I I 8"CONC.STEM WALL W/#4 X J Project Location: . <br /> � I I 1=1I 1=1 I I- @ �2„ oc 6" .. .. 1s2o Rockefeiler <br /> � EXISTING FT� w�, E1Je1'ett, WA <br /> � � ����� � .;.. <br /> .'� ° � Design ProfessionaL <br /> M � `. ;�� . 5 4�X9 4"PSL BEAM 2X10 FLOOR JOISTS PER PLAN J Desi gns <br /> (2)#4 CONT. NEW FDN IS CUT AWAY HERE TO 3�"X91i PSL BEAM <br /> .�. '•. <br /> BOT. HELP ILLUSTRATE THE CONN OF ': 2 4 <br /> THE NEW REINF TO THE �' y HANGER PER PLAN <br /> LU528 JOIST NANGERS <br /> 1'-4" EXISTING FDN NEW FTG <br /> FLOOR BEAM PER PLAN <br /> 1 � 2 NEW TO EXISTING FOUNDATION 3 3 4 4 <br /> M ' <br /> N,T.S. N.T.S. NEF N,T,S. N.T.S, �""� N <br /> � � � <br /> _ � � <br /> .� ^ <br /> i.��/� W � <br /> N <br /> (2)-16d @ EA WALL STUD J W � <br /> 8d @ 6"OC <br /> = Z � <br /> � O <br /> 2X_VENTED BLOCKING � ~ � <br /> �� � � . <br /> � <br /> . � Z � <br /> lOdTN@6"OC �@�o°` � w � <br /> �pC�P (� � <br /> 0.�� <br /> �� � <br /> - � <br /> V <br /> 16d @ 6"oc <br /> STAGGERED � <br /> � <br /> PRE-ENGINEERED ROOF TRUSSES � <br /> � <br /> PER PLAN cn <br /> � . <br /> X <br /> O <br /> H2,5A TIE AT EA,END OF EA,TRUSS -� <br /> 5 5 6 6 7 7 a�,�� �. �, <br /> N.T.S N.T.S. N.T.S. ����,�� w�sy�,��� <br /> .; , <br /> �, • <br /> - �;�.. <br /> , . <br /> FOOTINC SCHEDULE g <br /> ��,`�',��T �,� ���w'��� <br /> CENTER UNDER CQNCENTRATED LOAD U.fV.a. - �, ��� E�` i�4�' <br /> F047ING SIZE REINPURCEMENT ������' �� <br /> �oo � � ����� <br /> I� WIDTH LENGTH THICKNESS LONG�fUDE TRANSVERSE �RBEAM ,� <br /> (Transverse} (�ongitude) REtNF <br /> Fi.s i�-s° i�-6�� ia�� {2� #4�s �2� #4�s <br /> FOOTINGS <br /> F2 2'-0" 2'-0" 10" (3) #4'S (3) #4'S This space reserved for <br /> governing jurisdiction stamps <br /> � MATCH HORIZ � <br /> '� STD 90°HOOK INTO REINF :-'+ <br /> LONGITUDE REINF INTERSECTING GR BEAM 1�-6�� CORNER BAR @ ALL <br /> TRANSVERSE REINF � OUTER REINF + <br /> POST TO FTG BEAM <br /> ' �.,,4,\✓,/ ST9 STRAP E.S. <br /> / <br /> ����-._ �— FTG @ WALL � � w�(8)lOd NAILS <br /> f-� �*��'`� THICKNESS �/1�''//�~/j��1�O 4x4 POSTTYP <br /> 1lf�,'i�,�``.� <br /> �`�-� _� �`�`�.a 14"MIN ��WAL�E ,��r� REINF � 6'-0"MAX (4X6 @ BEAM SPLICE) <br /> '� WA(.(„S A24 w/(4)lOd POST <br /> 18"MIN � <br /> �% (2)POWDER ACTUATED FASTENERS <br /> �� INTO CONC(1"EMBED) <br /> 7��� <br /> LENGTH FTG @ WALL CORNER coNCR�rE FooTtNc � � � � � � �G <br /> WIDTH (LONGITUDE) � ' <br /> (TRANSVERSE) BRG SOIL ORIGIN DATE: 8�16/2017 <br /> �./ � o MATCH HORIZ � rr---rrr--i-rrr—rrr—�-r RE�ISE�: ---- � � <br /> / 16 MIN STD 90 HOOK INT REINF � =1 I I-1 I I-1 I I-1 I 1=_I I I-1 I 1=1 I I-1 =1 I 1=1 I 1=1 ,r, <br /> 0 <br /> � INTERSECTING GR BEAM � �� � � <br /> ALTERNATE EA BAR 1-6 CORNER BAR @ ALL NOTE:9"OF CS22 COILED STRAP AND(8)lOd NAILS MAY BE USED IN LIEU OF THE ST9 �� <br /> OUTER REINF o <br /> PLYNTH ON FTG � <br /> 8 FOOTING, TYPICAL 9 REMODEL VERIFICATION �0 REINFORCEMENT AT INTERSECTIONS 11 INTERIOR POST BEAM AND FOOTING � <br /> � <br /> � <br /> � <br /> � <br /> N,T.s. FTG N.T.s, REM N.T.s. RIAA N.r.s. PBFA �' <br /> N <br /> � <br /> O <br /> � <br /> ,--i <br />