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� � - I 76d @ EAJOIST. WHERE 3x � <br />BOTTOM PLATE IS REQ'D, - <br />- SHEARWALL EDGE NAILING � USE SD�x� SCREW. <br />� TO BOTTOM PLATE <br />10d @ b" O/C TO RIM � - <br />- � LTP4PERSHEARWALLSCHEDULE � � � <br />. - SHEARWALI EDGE NAILING - � <br />STAGGERED INTO TOP PLPSE� . - , <br />PONY WALL SHEATHED� PER PIAN � JOIST PER PLAN <br />(I-JOIST SHOWN) <br />- . . . . . . 4� MA)( - . <br />SILL PLATE AND ANCHOR BOLTS PER � - � <br />SHEARWALL SCHEDULE. (USE 2xb P.T. SILL � - .. � <br />. PtASE W/ 5/e" 0 J-BOLTS @ 48" O/C MIN.) � , <br />. � NOTE . - � • . � . � � . <br />. USE SIMPSON " ' : <br />, , HOLDOWNS AT E4CH END OF � - �a � . � <br />PONY WALL. NO OPENINGS ARE � � <br />. PERMITTED IN PONY WALL W/O . � � � � � - <br />- - ADDITIONAL ENGINEERING. � - � <br />. � � NOTE: � � � � .- . , �q��� . <br />- SEE ARCHITECTURAL � � - � . � <br />DR4WINGSFORSCREENED. . - . � �� <br />� � VENTREQUIREMENTS � . - <br />�III III � I I 1i-111—I�'- <br />'� " =i l �-1 l l.. ° I l 1-11 i' <br />- � . � , \ °, FOOTING PER PLAN � <br />USE RETAINING WAIL <br />� SCHEDULE IF UNBALANCED <br />. - � - . 1'-4"� FILL IS MORE THAN 36" � � . <br />. . . � . - SCALE: a��=�� 0�� <br />1 TYP 4' PONY WALL <br />. - POST PER PLAN, (2J 2x MINIMUM. . � � - <br />- NAGGER PANEL EDGE NAILING FROM - - � � <br />� SHEARWALL INTO BOTH STUDS <br />HOLDOWN PER PLAN .. � . <br />2 <br />30" MIN REBAR LENGTH <br />I, <br />F 5 <br />. . � . . . �C � N E Q4 . <br />� � - � TOP PIATE S.W. LENGTH - . . . . <br />� PER PLAN � NAIL SHEATHING TO HEADER W( N � <br />NWLS PER SHCEDULE @ 3° O/C <br />. �EACH WAY . _ ,� � <br />� ' ' ' ' ' ' ' SHEARWALI PER PLAN . � � � � <br />. . . . . . . . . . O <br />- . .. . . . . . . . . �� N <br />� <br />� � � HOLDOWN PER PfAN � <br />� - (HDQB-SD53 SHOWN) VNj m � � <br />- - � HEADER PER PL4N - EXTEND Q � M -�X � . <br />OVER SHEARWALLAS SHOWN � � � Q Q �u, ' <br />� � . � � I BOTfOM PLATE SIZE AND ANCHOR � � <br />� � P.T. 2z STUD. NAIL TO CONCRETE BOLTS PER SHEARWALL SCHEDULE. � y o�o '�o� ..� <br />� ' W/ GANANIZED 16d @ 8" O/C�. NOTE: 3x MAY 9E REQ'D. �. � N Q Q� � � <br />�..� N �30 <br />- (3) #4 VERTS EVENLY SPACED ON - � <br />- - - � EACH FACE (b-TOTAL). HOOK � _ � �.�j � � � <br />� . INTO FOOTING AS SHOWN. a� M � <br />. . . � � > tfj . <br />L N W, �N <br />- . #3 TIES @ 6" O/C � cr . � <br />. . - PER PLAN - . . . v Z � <br />. SLAB ON GRADE �. - 8" THICK CONCREfE PILASTER � � <br />N � <br />� . FOOTING PER PLAN � <br />.. - (16" W x 6" T MIN) <br />- - 9" HOOK TYP� 3" C� . . <br />I I I I <br />� . SCALE: %d'=1'-0" I I I I <br />3 TYPICAL GARAGE PILASTER <br />j#4 REBAR IN SHEAR CONE . . U <br />2" MIN LENGTH) � � <br />W <br />_ �3R � <br />�V <br />Q <br />Om <br />.� PONY WALL PER PLAN U Z <br />- ----------- ------------------- --------------------------------------- - \ <br />NOT TO SCALE --�i I -----. ------I------- --- --------- --- - - ------- ---- � <br />- - I� �I S � <br />,� �j w V <br />/� \ S <br />� I PONYWALLPERPLAN "t . 'STHD'� INSTALATION . �� 1! / �� <br />-'---'------- _'-"'-------'-----------'-------- . . . � - . � ; ; - <br />� ------.,----- --�T--------,T-'_'---•--------'r-- � � � <br />i! i! '; ;; <br />!F <br />POST PER PL4N 2-2x MIN � <br />� ( ) HOLDOWN PER PLAN � �-- <br />�� <br />I� <br />� „ <br />� � , � , � . � � - ! ____ ' __' __________ ' ___'_ "" _ _ . <br />I <br />� � - � � � � - � __ ____ __"_ ____ ___ ____ - <br />, .�� . ' �__ __ _ ' _ __ _' _ '_ _ _ <br />! I � ' : . . . __" „_______' , -- O <br />'___� i ________ i ; ' "i I <br />" <br />I; ;I w <br />II �� �f 'f � N <br />� (HDQB SHOWNJ . i � � � � U <br />�! - ? � ' ,� �! LD SP ICATIONS . � � � � <br />�THREADED ROD • SIZE PER �' � � � <br />HO OWN EQF ,,. �� I <br />� -------, ;- - --, F -a F--- , � - � ; �-� � ANCHOR BOLT PEP HOLDOWN ; , � , ; ' � � � . . <br />-----� �----- --� �------� . <br />, r--"—" •------ � -- <br />. - . � SCHEDUIE j � <br />!i „ � <br />�� <br />ii , ;� <br />I� �I II . � HOLDOWN �-'--' `-------- i� �t <br />; � . . _ ___'_ ;� ! � <br />�� � <br />. � I . � PER PLAN � . <br />- ' � � � � . 5" min. � . <br />' � ' � SIMPSON CNW COUPLER � � _ . � " a � � , <br />. . . . _ a . . . . . <br />- ' I 1� ' I' '� PRESSURE TREATED SILL PL4TE - TE PER 4- � ca HZORIZOONNAL BABS S � <br />� � PRESSURE TREATE� SILL PLA , �y � � � � � ° � <br />� ' ' ;,_ PER SHEARWALL SCHEDULE � � j j SHEARWALL SCHEDULE. ;. �a � � � ` � � � � °� �. . ° � @ TOP <br />- . . � - . � � - . ° : � < . - _ #4 CONTINUOUS - <br />STEM WALL AND FOOTING PER PLAN. HORIZONTAL BARS <br />� ANCHORBOLT - <br />� . PER SCHEDULE (2j#4 CONTINUOUS � � � � � . . °a -�� e �a . < � � a ° , � @ �$ °�° - <br />, HORIZONTAL BARS @ TOP - � � �a 4� max (2)�4 CONTINUOUS BARS . <br />EMBEDMENT � � Q � 4' max. �4 VERTICAL BAP. @ 18^ Drawn By: DPD <br />- #4 CONTINUOUS HORiZONTAL � LENGTH � � . � . � � ALT.HOOKED INTO FOOTING � � CMeckecl By: CCC <br />- - � BARS @ 78"o/c. _ � _ � . � a..- - _ . � . - . <br />� � ,- d a �4 5-SHAPE BAR 25" - _ - �ate: 6-30-08 <br />� °� a �, OVEP,LAPPED (fyp.) <br />� . #4 VERTICAL BAR @ 78^ � � `�d � . SDA 10B NO. <br />ALT.HOOKED INTO FOOTING - � � � . � - <br />aa 4 a e 5425 <br />(2)#4CONTINUOUSBARS . � � , � ... .a��. � � ' � <br />� - � - NOT TO SCALE � � � ° - - � � <br />� " - � S ALE: %"=r.o° . . STRUCTURAL � � <br />HD HOLDOWN WITH EXTENDED NorEs <br />5 STEEL ROD 6 HOLDOWN DETAIL W/O RIM 7 TYP STEP DOWN FOOTING S-2.O <br />