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0 <br />7 bd @ EA JOIST. WHERE 3x <br />� BOTTOM PLATE IS REQ'D, <br />' SHEARWALL EDGE NAILING USE SDSYaz� SCREW. <br />I TO BOTTOM PLATE <br />�. l Od @ 6" O/C TO RIM <br />� LTP4 PER SHEARWALL SCHEDULE <br />� SHEARWALL EDGE NAILING � � <br />' STAGGERED INTO TOP Plr1TE� ' <br />i PONY WALL SHEATHED PER PLAN� �OIST PER PLAN <br />(I�JOIST SHOVJN) <br />i-- - — - — - - - 4��-- <br />SILL PLATE AND ANCHOR BOLTS PER <br />ISHEARWALL SCHEDULE. (USE 2xb P.T. SILL <br />'�, PLATE W/ 5/" 0 J-BOLTS @ 46' O/C MIN.) <br />NOTE: � <br />I USE SIMPSON' • <br />' HOLDONRJS AT E4CH END OF < <br />PONY WALL. NO OPENINGS ARE <br />I PERMITfED IN PONY WALL W/O <br />�I ADDITIONAL ENGINEERING. <br />NOTE �q� µqx <br />SEE ARCHITECTURAL <br />DRAWINGSFORSCREENED <br />VENT REQUIREMENTS <br />- �-� �—�'—�, =��=�� <br />lq• -I�I,-I.�!I=.� � �II��I��I�I���= <br />I �II <br />°, FOOTING PER PL4N <br />USE RETAINING WALL <br />SCHEDULE IF UNBALANCED <br />1'-4' FILL IS MORE THAN 36" <br />5 <br />SCALE: %`= 7'-0" <br />1 TYP 4' PONY WALL <br />POST PER PIAN, (2) 2x MINIMUM. <br />�� STAGGER PANEL EDGE NAILWG FROM � <br />SHEARWALL INTO BOTH STUDS <br />�—HOLDOWN PER PIAN <br />— PONY WALL PER PL4N <br />THREADED ROD - SIZE PER <br />HOLDOWN SPEGFICATIONS <br />� � SIMPSON CNW COUPLER <br />�— — j I �� PRESSURE TREATED SILL PLATE <br />__ I � ___: �'� , � _ ��� �PER SHEARWALL SCHEDULE <br />ANCHORBOLT <br />PEP, SCHEDULE (2)#4 CONTINUOUS <br />HORIZONTAL BARS @ TOP <br />#4 CONTINUOUS HORIZONTAL <br />BARS @ 18" o/c. <br />#4 VERTICAL BAR @ 16" <br />ALT.HOOKED INTO FOOTING <br />(2)#4 CONTINUOUS BAP.S . <br />NOT TO SCALE <br />HD HOLDOWN WITH EXTENDED <br />STEEL ROD � <br />2 <br />30" MIN REBAR <br />#4 REBAI? IN SHEAR CONE <br />i" MIN LENGTH) <br />N OT TO SCALE <br />4 /� 'STHD' INSTALATION <br />_1 � <br />POST PER PLAN (2-2z MIN) HOLDOWN PER PLAtJ <br />� �(HDQS SHOWN) <br />ANCHOR BOLT PER HOLDOWN <br />SCHEDULE <br />I I I PRESSURE TREATED SILL PIATE PER <br />i i SHEARWALL SCHEDULE. <br />I <br />„� e a STEM WALL AND FOOTING PER PLAN. <br />� � ° <br />� a ` � a <br />1BEDMENT � ° � � <br />LENGTH � � . ° <br />I e de n a �. a— <br />I� ,G � <br />d add <br />� " ��` � a <br />a <br />I ° a, <br />HOLDOWN DETAIL W/O RIM <br />TOP <br />. � <br />HEADER PER PLAtJ - EXTEND <br />OVER SHEARWALL AS SHOWN <br />P.T. 2x STUD. NAIL TO CONCRETE <br />W/ GALVANIZED 16d @ 8" O/C <br />3 <br />FiOLDOWN <br />PER PLAN <br />SLAB ON GRADE� <br />FOOTING PER PLAN <br />(16" W x 8" T MIN)� <br />9" HOOK <br />L <br />4' max. <br />� <br />I R' h <br />L v- <br />CI NQP <br />TE S.W. LENGTH � <br />� pER PLAN � NlJL SHEATHING TO HEADER W/ <br />NAILS PER SHCEDULE @ 3' O/C N <br />EACH WAY }i .p <br />:: : � : : : : . SHEARWALL PER PLAN I (} O <br />- - — - I •V vNi <br />HOLDOWN PER PLAN - � -- �—Q -� � -- — <br />(HDQB-SD53 SHOWNJ y � ^ N <br />Q . V <br />N m O <br />C aio� " <br />BOTTOM PLATE SIZE AND ANCHOR <br />BOLTS PER SHEARWALL SCHEDULE. � � o�D -�o <br />NOTE: 3x MAY BE REQ'D. �� Q Q� y <br />\. �3 <br />j3j #4 VERTS EVENLY SPACED ON � <br />EACH FACE (b-TOTAL). HOOK I � �� M � <br />INTO FOOTING AS SHOWN. _ � <`'� <br />� O > i!j <br />w <br />#3 TIES @ 6" O/C � N � <br />PER PLAN • • <br />8" THICK CONCREfE PIL45TER U Z <br />Q � � <br />� i <br />, 3" CLR <br />I <br />I��I <br />i <br />SCALE: 3/a"=1'-0" .. I I <br />TYPICAL GARAGE PILASTER <br />V <br />(1� <br />W <br />i� 3 <br />� U <br />N <br />m <br />PONY WALL PER PLAN I � O Z <br />----------'--- -�_------ <br />-�_'_----- -------------- '-1-------i�;7 � <br />_____""___'__' _____'_______ <br />I I i' _' __'_ � O <br />I! \ � <br />wo <br />� „ � <br />�� �� � <br />�� �� � <br />�� � , � <br />� � , <br />----� �----- ' ' ' ----' ---- - ----- <br />� <br />-'-� �---'-'-----� : ' --- --- <br />�� <br />„ 2 <br />;: <br />----� �------� �- I '-----� �----- : ; ! � <br />----- � <br />� , � � � , ------- - <br />_� N N <br />U <br />i � <br />,, � <br />„ , <br />„ �, <br />„ <br />� „ �, <br />�; <br />, <br />� <br />, ,� ,� <br />, „ II <br />�� �� �� �� �� <br />, <br />�� , , <br />,� � � �� �� �� <br />, �, � � � <br />----"-- ----"--------'-'�- I <br />n e ` ` < < �, (2)+C4 CONTINUOUSI� <br />� HORIZONTAL BAR$ <br />� ` @ Tpo ' <br />� - ` � I #4 CONTINUOUS <br />_ _ HORIZONTAL BARS <br />� @ 18" o/c '. <br />(2)#4 CONTINUOUS BARS - <br />4' ax. �a vERnCnt s,aR @ ts° I Drpwn By: DPD <br />ALT.HOOKED INTO FOOTING � , Checked By: CCC <br />#4 S-SHAPE BAR 25" ' <br />OVERIAPPED (yp.) I �qfe: 6-3�-�8 <br />SDAJOBNO. <br />5425 <br />STRUCTURAL <br />NOTES <br />TYP STEP DOWN FOOTING S-2.O <br />