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� I lbd @ EAJOIST. WHERE 3x <br />BOTTOM PLATE IS REQ'�, � <br />SH'cARWALL EDGE NPJLING - USE SD�x� SCREW. <br />� TO BOTfOM PLATE <br />10d @ b" O/C TO RIM � <br />�. - � LTP4 PER SHEARWALL SCHEDULE � � <br />� SHEARWALL EDGE NAILING � <br />STAGGERED INTO TOP PLATE� <br />PONY WALL SHEATHED PER PLAN� JOIST PER PLAN <br />(I-JOIST SHOWN) <br />q' MAX <br />SILL PLP,TE AND ANCHOP, BOLTS PER � <br />SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL � � <br />PLATE W/ 5/" � J-BOLTS @ 48" O/C MIN.) . <br />- NOTE: � � � � . <br />. USE SIMPSON " ' .� � <br />. , HOLDOWNS AT EACH END OF -� � <br />PONYWALL. NOOPENINGSARE � <br />PERMITTED IN PONY WALL W/O -� � � <br />� - ADDITIONALENGINEERWG. � - <br />. - - NOTE: � � � � �q' �ApJ( <br />SEE ARCHITECTURAL � � <br />DRAWINGS FOR SCREENED � � - <br />VENT REQUIREMENTS . � <br />� _ � �— — I � -� � — — — <br />� - _' � �—i � �—�i � �� � �—� � �—� � �— .. <br />� i '-� I 1=i I I � � � �_� � I- ' <br />� � \ °� FOOTING PER PLAN - <br />USE RETAINING WALL <br />� SCHEDULE IF UNBALANCED <br />. - 1'-4°---I FILL IS MORE THAN 36" <br />� . . SCALE: %"=1'-0' <br />1 TYP 4' PONY WALL <br />, POST PER PL4N, (2) 2x MINIMUM. � <br />STAGGER PANEL EDGE NAILING FROM � - � <br />SHEARWALL INTO BOTH STUDS <br />�—HOLDONRJ PER PLAN . <br />— PONY WALL PER PIAN <br />�THREADED ROD - SIZE PER <br />HOLDOWN SPECIFICATIONS <br />' � �; SIMPSON CNW COUPLER <br />PRESSURE TREATED SILL PLATE <br />� ;' ,I I; � PERSHEARWALLSCHEDULE <br />� � <br />ANCHORBOLT � � � . <br />PER SCHEDULE (2)#4 CONTINUOUS � � � <br />HORIZONTAL BARS @ TOP � <br />- #4 CONTINUOUS HORIZONTAL <br />� BAPS @ 7 8" o/c. - - <br />�4 VERTICAL BAR @ 78" - � <br />ALT.HOOKED INTO FOOTING � <br />(2)�4 CONTINUOUS BARS . <br />. - - NOT TO SCALE <br />HD HOLDOWN WITH EXTENDED <br />TEEL ROD <br />2 <br />30" MIN REBAR <br />#4 REBAR IN SHEAR CONE <br />?" MIN LENGTH) <br />NOT TO SCALE <br />4 /� 'STHD' INSTALATION <br />_l � <br />POST PER PLAN (2�2x MIN) HOLDOWN PER PLAN <br />� r(HDQ8 SHOWN) . <br />ANCHOR BOLT PEP, HOLDOWN <br />SCHEDUIE <br />PRESSURE TREATED SILL PL4TE PER <br />� � SHEARWALL SCHECULE. � <br />, STEM WALL AND FOOTING PER PL4tJ. <br />a <br />a e ° . <br />d <br />, e `a <br />a. <br />a ea < <br />< a <br />e�a <br />� ° <br />� < d' <br />d . <br />HOLDOWN DETAIL W/O RIM <br />TOP <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 />HOLDOWN <br />PER PL4N <br />PER PLAN <br />SL48 ON GRADE � <br />FOOTING PER PL4N <br />(16" W x 8" T MIN) <br />9" HOOK TYP � <br />4' <br />_S.W. LENGTH <br />PER PLAN <br />� <br />� <br />�NPJL SHEATHING TO HE4DER W/ <br />NNlS PER SHCEDULE @ 3' O/C <br />EACH WAY <br />�SHEARWALL PER PLAN <br />HOLDOWN PER PIAN <br />(HDQB-SD53 SHOWN) <br />BOTfOM PL4TE SIZE AND ANCHOR <br />BOLiS PER SHEARWALL SCHEDULE. <br />NOTE: 3x MAY BE REQ'D. - <br />�(3) #4 VEP,TS EVENLY SPACED ON <br />EACH PACE (6-TOTAL). HOOK <br />INTO FOOTING AS SHOWN. <br />#3 TIES @ 6" O/C <br />8" THICK CONCRETE PILhSTER <br />- SCALE: %a'�=1'-0" <br />TYPICAL GARAGE PILASTER <br />PONY WALL PER PLAN <br />�: Z a a L <br />a <br />___ _ � - ° . �a � (Z)#4 CONTINUOI <br />. HORIZONTAL BARS <br />a �a � � � .. . - . @ TOP <br />° ; � � � - ..I ¥4 CONTINUOUS <br />HORIZONTAL BARS <br />@ 7 8" o/c <br />° � d (2)�4 COMINUOUS BARS <br />� 4' max. �'"4 VERTICAL BAP. Qa 18" � � <br />ALT.HOOKED INTO FOOTING � <br />- #4 5-SHAPE BAR 25" - � - <br />� OVERLAPPED �ryp.) � <br />TYP STEP DOWN FOOTING <br />r <br />I I <br />t� h <br />�LCI Ne�E <br />N <br />t� <br />� �' <br />�U � <br />n � � <br />�d— <br />N v �vi <br />Q� ^ � <br />N M p <br />C a�o�" <br />�i c � -p <br />•� QQNin <br />� � � � � <br />_ _ � M <br />ch <br />� o > vi <br />L � w n <br />� N � <br />U Z <br />� � <br />L 2 <br />N � <br />I I I I <br />I I I I <br />v <br />� <br />W <br />�3 <br />� U <br />Q <br />Om <br />Uz <br />�_ <br />O <br />W v <br />— _ <br />w= <br />Q O <br />Z <br />U" <br />Cn <br />Q <br />U <br />Drawn By: bPD <br />Checked By: CCC <br />Date: 6-30-08 <br />SDA JOB NO. <br />5425 <br />STRU CTU RAL <br />NOTES <br />S-2.0 <br />