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<br /> DQUBLE STUD I 6d @ EA BLOCK AND `_
<br /> �R PER PLAN I 6d @ EA @ I 2" O/C INTO RIM � �
<br /> SNEARWALL EDGE NAILING �' �
<br /> ST�AP PER PLAN - JOIST �NEARWALL ED�E NAILING (2) BAYS OF BLOCKING G �
<br /> TO BOTTOM PLATE' I N E
<br /> a CENTER BETWEEN TO BOT��OM PLATE @ 48" O/C W/ (3) I Qd � �. � � : .
<br /> � � NAI LS @ EA BLOCK � � � � �,�°r .� ,:
<br /> FLOOf�S. 1 Od @ �" O/C TQ i Od @ 6,, Q/C TC? �IM
<br /> TRUSS PER PLAN ° R(M ,
<br /> 8d � 6" O/C INTO BLOCKING a ----- �
<br /> (2) R.C1WS O� (2) ROWS OF
<br /> H I CLIP @ EACH CLEAR SPAN St1EARWALL ED�� Sf-1EAR0 RiMEDGP l� <9
<br /> NO NAILS NAILING INTO RIM (TYP
<br /> NAILING INT (TY �
<br /> TRUSS (24" O/C MAX) REQUIRED 2-PLACES) 2-PLACES) -�-� �
<br /> ° :� Sf1EARWALL EDGEJ" �
<br /> SHEARWALL EDGE — N
<br /> JOIST PER PLAN NAiLING STAGGERED �
<br /> , NAILING JOIST PER PLAN �
<br /> VENTILATION MAY BE REQ'D FLOOR FRAMiNG (I-JOIST St10WN) INTO TOP PLATE � �
<br /> STAGGERED INTO (i-JOIST SNOWN) O
<br /> AT BLOCKING. VERIFY � PER PLAN TOP PLATE (2) I 6d NAILS A34 FROM � j [� N
<br /> lS� Q m d'
<br /> WALL PER PLAN - NAIL METNOD W/ ENGINEER � �ACh BLOCK TO TOP c�
<br /> SNEATt11NG INTO EA PRIOR TO CONSTRUCTION. DOUBLE STUD OR JOIST PLATE <C W � x O
<br /> MEMBER OF TOP PLATE PER PLAN � 4
<br /> BIRD BLOCKING IS �BREAK ShEARWALL St1EATt11NG @ CENTER OF RIM JOIST ONLY � J Q u_ N
<br /> AC�EPTABLE. . i.0 N �
<br /> JOISTS PERPENDICULAR JOISTS � W c� -Q
<br /> PA(ZALLEL � � C� m �
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<br /> WALL PER PLAN {2) LAYER� C?F 90#
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<br /> PELT OR EQUIVALENT � _
<br /> SILL PLATE AND ANC110R BOLTS PER � (L
<br /> SIIEARWALL SCt1EDULE. (U5E 2x6 P.T.
<br /> �ILL PIATE W/5/a" � J-BOLTS @ 48" O/C SLAB PER PIfiN
<br /> MIN.)
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<br /> BACKFILL W/ P�ROUS ° ONE-SIDED �
<br /> MATERIAL {TYP) 4� SFIEARWALL� PER ' a �
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<br /> ° � SEE WALL SECTIONS �' `� .
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<br /> � 4 � q FOR 51ZE AND
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<br /> - — ':a �� " SPACING QF WALL � I I I I
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<br /> FROST DEP � ,� ea�:s ��° o� �Acr-1 �Q ho��ow�v PE�P�u �NSTA���o 42 DIA. , a . a 42 �DIA. �
<br /> TH . 8 WALL w/#4 �. @ / , PER MANUFACTURER ALTEEZNATE 'BA�
<br /> � �� 4 2 -0 MIN Q
<br /> �° °� UvAY. (2) #4'BARS @ TOP, f1oOK 30 min. �
<br /> DI RECTI�N a' o
<br /> (24 MIN) . ° ° _ _ Q `
<br /> VERTtCAL 6ARS INTO FOC)TING - REBRR r=`i °
<br /> • �. • ALTERNATE f100K DIRECTION. LENGTrI M r�'' :�. :`+� STAGGE�.5t1EARV�IALL EDGE a • . , ,d. a � 4 a . Q .. , , . ,
<br /> � . • . ;
<br /> . `V e. . • ''• •;�... � ;�.;'f:, NAILlNG 1NT0 �AC;ti STUD. STITC.h .q , a ' • �
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<br /> 4" QJ P�RFORATED PLASTIC PIPE. CENTER CONC FOOTING W/ (2) # 4Z 'DIA. `'jPACING AS
<br /> IN ONE GUBIC FOOT OF FREE DRAINING 4 CONTINUOUS (/2° MIN. 4Z DIA. 42 DIA.
<br /> 2'-0° M I N.
<br /> GRaVE�AND Dr�,IN TO APPROVED FROM CORNER 2'-0° 2'-O" MIN. t1ORIZ. WALL
<br /> OUTFALL. Sf1EARWALL EDGE NAILING MIN. REINF.
<br /> FNDN/ShEARWALL CONN 'STND' 1N5TALLAT1Of� h�LDOWN SNEAi�WALL CO�.NE(� �ORNEi� REINFORCIN� DETAILS z
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<br /> . : • -0 � '� �' � ���• :� .; . .� . . ,,�'. .. � • .�:. • • : A•. ;.� PROVID MINIMUM 2x P.T. hF#2 LEDGER �o�
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<br /> .. . . . . .. • � •� EDGE DISTANCE AND ;
<br /> � (DEPTt1 TO MATCr-1 JC715T5} , , � � �
<br /> ROW'SPACING � � �
<br /> �Cl 1 7 2016
<br /> . .
<br /> DOUBLE TOP PLATE W1 EDGE NAILING STAGGER G NOLDOWN PER 5Ct1EDULE ;o' EMBED ALL t10RIZONTAL REBAR
<br /> 5 �� � ° ' ' NEW FOUN�RTION 4" INTO EXISTING FOUNDATiON
<br /> � � )
<br /> AND PLAN (t1DQ8-SDS3 (2) ROWS OF /8 Q� x 3/2 LAG �
<br /> �B St1EAf�WALL EDGE NAILING AT ALL PA�IEL EDGES. SN�wN F1DU2-SD52.5 @ EACti END SC�EWS @ I 2'" o/c TO RIM » � � Y � ; " � WALL PER PLAN AS �f-fOWN AND EPDXY WITN Drawn B : TG °
<br /> BLOCKING AT ALL PANEL EDGES Wt1ERE } OF EACt1 DECK (TYP) JOIST (STRGGERED) 6 _ _ � i � "� I 2" � CONCRETE COLUMN w 51MP50N 'SET. Checked B : CCC
<br /> H Q C O C�R D I N A T E A L L S T U D A N D / Y
<br /> A P P L(C A B L E. -i I I=I I I=I I�=I I=I . �o� ;
<br /> C PLATE SIZES w/ ShEARWALL 1 = _ ��,� (6) #4 BARS EQUALLY SPACED . . _ .� <.. . .: Date: i 0- I 7- I 6
<br /> a EDGE NAILING TO NOLDOWN PUST (FULL I III�,..�LII_ 4_,Q . „ a . a • EXISTING :
<br /> ..--
<br /> 11EIGhT) STAGGER lNTO DOUBLE STUDS SCf1EDULE REQUIREMENTS - RND #3 TIES @ 8 o/c. NOOK
<br /> �:II�I�T�I , ° .... . VERTS TO FC�OTING AS � °°� . � �°: a�a��a . FOUNDATION (REBAR
<br /> �� (�J EDGE NAfLING TO POSTS, T�_� � . : . ��.�� �� � � � � NOT St10WN FOR SDA JOB NO.
<br /> Q STUDS @ I 6 ON CENTER TRIM STUDS, AND KING „ � . . �a. � ShUWN - : ,a .. ,�.. � .. .aa .. .. CLAf�ITY) �7 Q .
<br /> (�E PRE55URE TREATED SILL PLATE WITt1 EDGE STUDS 18 MIN • , I �� V
<br /> : ., . . a , .. .
<br /> JOIST AND . ��
<br /> NAILING AND ANCf10R BOLTS PER SHEARWALL K� BEARING STUD FOR f�IM JC>IST PER t1ANGEf� P�R P�AN Q.� ' ' � . . FOOTING PER PLAN ' ° :� a � ° ��
<br /> SCt1EDULE. HEADER i �� . , � . � ��a '� � a , . , : ; �.., �.� �
<br /> PLAN I/4 MIN ' : a ' . . ., .< , . : , �T�\UCTU I`�.hL
<br /> QF TUP PLATE SPLICE NAILING TO BE (8) I 6d WIDTt-1 � . .
<br /> � .<. .. � 4 TYP
<br /> . . . . . '4 ... • • . . .
<br /> SINKERS (MIN). LAP 48" MINIMUM. CENTER D�TAI L��
<br /> SPLICE ON STUD.
<br /> ,
<br /> TYPICAL LEDGEI� CO�iNECTION NEW FNDN TO EXi�TIN� FNDN �.
<br /> STD . SNEAI�WALL ELEVATION W O RIM g TYPICAL CONCRETE PLINTh � — 2 . O
<br /> � SCALE: %2��= I '-0° � � � 2
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