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i SH"cARWALL EDGE NPJLING <br />� TO BOTTOM PLATE <br />, � I l Od @ 6" O/C TO RIM <br />��, LTP4 PER SHEARWALL SCHEDULE � <br />SHEARWALL EDGE NAILING <br />STAGGERED INTO TOP PLATE � � <br />PONY WALL SHEATHED PER PLAN <br />� <br />SILL PLATE AND ANCHOR BOLTS PER <br />�SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL <br />PL,4TE W/ Se" 0 J-BOLTS @ 48" O/C MIN.) <br />� <br />NOTE: � <br />USE SIMPSON " ' <br />HOLDOWNS AT EACH END OF <br />PONY WALL. NO OPENINGS ARE <br />PERMITTED IN PONY WALL W/O <br />� ADDITIONAL ENGINEERING. <br />NOTE: <br />SEE ARCHITECTURAL <br />DR.4WING5 fOR SCREENED <br />VENTREQUIREMENTS <br />�_— II� II� I il III � lil- <br />10' -'_iTi.— ' . � I�—� � I— � <br />°� FOOTING PER PLAtJ <br />USE RETAINING WALL <br />SCHEDULE IF UNBAL4NCED <br />—1'-4' FILL IS MORE THAN 36" <br />- � 5 <br />�76d @ EA JOIST. WHERE 3x <br />BOTTOM PL4TE IS REQ'D, <br />USE SD�x� SCREN'. <br />JOIST PER PLAN <br />(I-JOIST SHOWN) <br />4' <br />SCALE: 3/a"=1'-0' <br />i TYP 4' PONY WALL <br />POST PER PIAN, (2J 2x MINIMUM. <br />�� STAGGER PANEL EDGE NAILING FROM <br />SHEARWALL INTO BOTH STUDS <br />. � HOLDOWN PER PLAN <br />. ,� PONY WALL PER PL4N <br />��� � THREADED ROD - SIZE PER <br />� � I HOLDOWN SPECIFICATIONS <br />I � SIMPSON CNW COUPLER <br />;; i I PRESSURE TREATED SILL PLATE <br />� � ___ ��_ _; i i ; �PER SHEARWALL SCHEDULE <br />---'! - - '-- <br />I <br />ANCHORBOLT � <br />PER SCHEDULE (2�#4 CONTINUOUS <br />HORIZONTAL BARS @ TOP <br />#4 CONTINUOUS HORIZONTAL <br />BARS @ 18" o/c . <br />, #4 VERTICAL BAR @ 1 B" <br />ALT.HOOKED INTO fOOTING <br />(2)#4 CONTINUOUS BARS _ <br />, �� NOT TO SCALE <br />HD HOLDOWN WITH EXTENDED <br />STEEL ROD <br />2 <br />30" MIN REBAR <br />j#4 REBAR IN SHEAR CONE <br />2" MIN LENGTH) <br />R <br />4 'STHD' INSTALATION <br />POST PER PLAN (2-2x MIN) HOLDOWN PER PL4N <br />� �(HDQS SHOWN) <br />0 <br />NOT TO SCALE <br />ANCHOR BOLT PER HOLDOWN <br />SCHEDULE <br />PRESSURE TREATED SILL PLATE PER <br />ii SHEARWALLSCHEDULE. <br />STEM WALL AND FOOTING PER PLAN. <br />a <br />a d <br />d � < ` � a <br />e aoe � ed � � a. Pd. <br />� � <br />dV ^ <br />< � � �e .a� .. � <br />a <br />HOLDOWN DETAIL W/O RIM <br />TOP <br />— --f <br />HEADER PER PLAN - EXTEND <br />OVER SHEARWALL AS SHOWN <br />P.T. 2x STUD. NAIL TO CONCRETE <br />W/ GALVANIZED 16d @ 8" O/C <br />3 <br />NOLDOWN <br />PER PL4N <br />StAB ON GRADE� <br />FOOTING PER PLAN <br />(16" W x 8" T MIN)� <br />9" HOOK <br />4' <br />i <br />I <br />F y <br />2 � <br />C ` h R 6 <br />i <br />S.W. LENGTH <br />� PER PWJ � NAIL SHEATHING TO HEADER W/ N <br />NFJLS PER SHCEDULE @ 3' O/C <br />EACH WAY } .p <br />, � � � � � � ' SHEARWALL PER PLAN � o` <br />......... ._ O <br />.......... V �i <br />� <br />� HOLDOWN PER PLAN �� � <br />(HDQB-SDS3 SHOWNf N m ^ N <br />.I. I . '� <br />� N m o <br />C do� � <br />BOTfOM PLATE SIZE AND ANCHOR <br />BOLTS PER SHEARWALL SCHEDULE. �! � oN0 � <br />NOTE: 3z MAY BE REQ'D. �� Q Q� N <br />\ (3) #d VERTS EVENLY SPACED ON $ 3 O ' <br />EACH FACE (b-TOTAL). HOOK � d y�,�j � <br />INTO FOOTINGlS SHOWN. = d �'? <br />� O > � <br />L � W Cv <br />#3 TIES @ 6" O/C I � N � <br />PER PLAIJ <br />B" THICK CONCRETE PILASTER U Z <br />`, � � <br />i I <br />. I I <br />3" CLgJ i <br />i <br />I I <br />SCALE: %"=7�-�" �� i <br />I I I <br />TYPICAL GARAGE PILASTER <br />U <br />� <br />W <br />� 3 <br />� V <br />N <br />m <br />PONY WALL PER PLAN I O Z <br />�---------- ------------"'------ ------ ---- <br />------- --------'------- -' -' - '---- <br />� , � ---------'- ----- - <br />3 � <br />>� <br />� ----� ---- ----- -----' F ------i %----'-a �'- � O <br />, „ <br />� „ <br />, „ <br />, „ <br />__ ; _ � , _ __ <br />,.---- , <br />� - —. .— , .— •— ---- <br />-- -- -- Q ✓Zi <br />� I I Q <br />U <br />----_ -------i � <br />. < � G ` ., � ��. <br />--- — � ` � � �� � (2)#4 CONIINUOUS� <br />HORIZONTAL BARS I <br />a ` ' @ TOP <br />� ° #4 CONTINUOUS I <br />HORIZONTAL BARS I <br />@ 18" o/c <br />� a � (2)#4 CONTINUOUS BARS I �� <br />4' max. #4 VERTICAL BAR @ 78^ I � Drawn By: DPD <br />- ALT.HOOKED INTO fOOT1NG � CheCked By: CCC <br />� . #4 5-SHAPE BA <br />R 25° I Date: 6-30-08 <br />OVERLAPPED (ryp.) <br />I <br />� SDAJOBNO. <br />I 5425 <br />STRUCTURAL <br />' NOTES <br />TYP STEP DOWN FOOTING S-2.O <br />