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<br /> BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR � ' �
<br /> = SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWAIt PER PLAN SHEARWALL PER PLAN . .
<br /> PLATE NAILJNG PER "
<br /> � M PLA1E NAILING PER PLATE NAILING PER PLATE NAILJNG PER SHEARWALL SqiEDULE �
<br /> _ (3) 0.148 X 3 SHEARWALL SCHfDULE SHEARWALL SCHED�lLE SH�ARWALL SCHEQULE. 0.148"X3.25' 0 6 O,C. MIN.
<br /> 0.14$'X3.25" � 6' O.G. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" � 6" O:C. MIN. , ° °' . �
<br /> �i EDGE NAILING PER SCHED. 4-Q �
<br /> FL�R SHEATHING AND NAIUNG EDGE NAIUNG PER SCHEQ. FLOOR SHEATHING AND NAIUNG EDGE NNLING PER SCHED. FL40R SHEATHING AND NAIUNG EDGE NAIUNG PER SCNED. fL00R SHEATNING AND NAiIlNG � � RIM OCKING ?0 TOP �26� �2d
<br /> PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES 51.4 PER STRUCTURAL NOTES S1.0 PER STRUCNRAL NOTES S1.0 i i � �� �
<br /> . �;
<br /> � PLATE PER SHEARWALL ^�
<br /> PLAT�ELP�ERi SHEARWAt1 PLA�LPER SHEARWALL P�LPER'SHEARWALL i � „ . » Z � .
<br /> i i SCHEDULE - PROVIDE �
<br /> SGHEDULE - PROVIDE SCHEDULE - PROYIDE St�IEDULE - PROViDE �a 0.148 X3.25 � 6 4.C. MIN. � w
<br /> 0.148"X3.25" � 6" O.G. MIN. 4.148"X3.25" � 6' O.C. MIN. 0.148"X3.25° � 6° O.C. MIN. ___ --T ��� `-' � .
<br /> A A UA
<br /> �� �� r� nn .�`' o a�o ' .
<br /> i� .. .
<br /> �� �� ------i� CANTILEVER AT SIM. PLATE � � o ? '.
<br /> . � a� �
<br /> � � � � .
<br /> EDGE NAIUNG PER SCHED. EDGE NAIUNG PER SCliED. —EDGE NAiIJNG PER SCHED. �� v � �
<br /> FRAMING PER PLAN EDGE NAILING PER SCHED. � � � � .
<br /> BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING ANDjOR •- � �
<br /> BLOC�CIN6 AT 48" O.C. SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN fRAMING PER PLA SHEARWALL PER PLAN SNDS � � �
<br /> ADD RIM . . ��� W � � �,
<br /> JOIST/BIJCG. �p�$; ADD RIM J�STfBLKG. ADD RfM JOIST/BLKG. NOTES. ,�- p �
<br /> AS REQUIRED BY 1. SECURE JOIST TO WALL WITH AS REQUiRED BY AS REQUIRED �Y 1. SEWRE JOIST TO WALL WI1N p � nt .
<br /> SFfEARWALL SCHEDULE • � • DOUBLE JOIST SHEARWALL SCHEDULE N4TES: SNEARWALL SCHEDULF • • ° L � •-�
<br /> 0.131 X2.5 EA. SIDE, 1 1/2 �IIN. 1, SECURE �IST TO WALL WITH 0.131 X2.5 EA. SIDE, 1 1/2 M1N. � �, �n
<br /> FROIuI END. " „ „ . FR01� END. .x d: .
<br /> 2 SECURE RIM JOIST TO BIKG. IMTH Q.131 X2.5 EA. S�DE, 1 1/2 MIN. NOTE: -�-' � � .
<br /> p �� �D. 2. SECURE R1M JOIST TO BLKG. IMTN SPUCE AND NAIL T4P PLATES � z �
<br /> 0.131 X2.5 NAIL TOP AND BOTTOM. 4.131 X2.5 NAIL TOP AND BOTTOM. AS SHOWN AT All D(TERIOR, �. o m ";�� �
<br /> J O I S T S P A R A L L E L J O I S T S P A R A L L E L J O I S T S P E R P E N D I C U L A R J O I S T S P E R P E N D I C U L A R J O I S T S P A R A L L E L PLUMBING, PARTY AND SHEAR �`� ' � o0 0 � �
<br /> SCALE: 3/4 '= 1'-0' SCALE: 3/4 "= 1'-0" SCALE: 3/4 "= t'-0" SCALE: 3/4 "= 1'-0" SCALE: 3/4 '= 1'-Q" AND AT .ROOF. -
<br /> 10 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL EXTERIOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYP�CAL EXTERlOR WALL TO FRAMING 5 TYPICAL TOP PLATE SPLICE � . �
<br /> a ❑ ❑ o �-- , �
<br /> � ��
<br /> :�� :.
<br /> LAP JOIST 4' ANQ -- � . .
<br /> USE 3 8d NAILS I
<br /> � ) SEE ARCHITECTURAL � '
<br /> AT SOIJD BLOCKING FOR ALL FLASHING DETAILS i .
<br /> TO BEAM =,� �,; POST - V�RAP PER � . '
<br /> ; , ARCH. S N ;
<br /> --'-- ,j� o r ,
<br /> PLYWOOD PLYWOOD 2X LEDGER ' �
<br /> CL POST CL POST „ � 6X6 POST WITH ABU66 ,� 4 '� ^
<br /> , Z 1 p 5j8" MIN. ii�. .i�; BEAM - ALIGN WI7N cah � , `�`� .-°� `� d
<br /> � 5 MAX. �,i �� CENTER OF WOOD POS �, w . o
<br /> � III;�:�II
<br /> N � � O .
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<br /> — � _ — c— �c�'?�Cy. � ..
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<br /> Z _"______' A � �
<br /> JOIST PER JOIST PER o o : i `V ✓;;� ;� TRIM RE:ARCH. .
<br /> J
<br /> PLAN PI.AN ° ° ° i I�� �ii �a � � � v� � .
<br /> �ST kAN(�R BLOCK(NG � . i . i�� �;i � .- o0 0 � v�i r� �
<br /> " 'I POSM CAPPQST W/ EP � � � �
<br /> LSTA24 W/(18) 10d i (2)-i/2 fd LAG SCREWS W/ j�i i�� ¢ o o r•� o I n „ :
<br /> i 2 MIN. PENETRATION TO �;i i;� A c�o � o � r`i � � `
<br /> ��� �� o o .- .- .- r-
<br /> BEAM PER PLAN ��i ��� r-
<br /> B� P� P� B� P� � SIMPSON CC66 COLUMN CAP ' REPLAC DD�MAY�mROUGH �ii i;; W �
<br /> BEAM PER PLAN W/(2) 5/8 DIA. TO POST & /� � �
<br /> t4) 5/8" DIA. T4 BEAMS SIMPSON ECC66 COLUMN CAP BQLTS WfWA'SFTERS. d o
<br /> � W/(2) 5/8" DIA. TO POST & � � w �' .
<br /> (2) 5/8" DIA. TO BEAM 4� SIMPSON DTT1Z � 4 LOC'S o
<br /> ANDN ONE WI�TtiI�N 2�OF EACH EEND � �
<br /> A: FLUSH BEAM B: DROPPED BEAM WOOD POST WOOQ POST �
<br /> � OF LEDGER. INSTALL W/-�" LAG � � �� �
<br /> PER PLAN PER PLAN SCREW W/ MIN 4" EM6ED & a � .
<br /> SCALE: 3/4 "= 1'-0' SCALE: 3/4" = 1'-0' SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" )SD �9x�-�/2°. o � �' .
<br /> 6� TYPICAL CONNECTION TO �VOOD BE�M 8 T�PI��L BEAM TO POST CONNECTION 9 TYPICAL BEAM TO POST CONNECTION 10 TYPI�AL DECK DETAILS ; � a � � �
<br /> ❑ ❑ ❑ W -
<br /> � � . .
<br /> � �., r� �
<br /> � W � � . .
<br /> Z
<br /> �, � � � � .
<br /> SHEAIHING, NAILtNG SHEAIHING, NAiLING k' N � �
<br /> PT 2X10 CAST LEDGER Wj �� ��WA� S��. SEE DETAIL 12JS6.2 FINt P� ��W�- SCHED. � � Z � u .
<br /> 1 j2 DIA. X 6 D(P. ANt�-IOR JOIST TO LIDGER C4NDI110N RLATE NAIIJNG � � p F- �
<br /> AT 32 O.C. �
<br /> M PLATE NAIUNG �
<br /> PER SHEARW LL SCHED. c�.� 4 a a �
<br /> � �2� � � 00� 0'-0" � � '' .
<br /> �
<br /> � � FlNISFI GRADE �-n z •r M cv .
<br /> � GARAGE S.O.G. I �I .
<br /> �
<br /> � � .
<br /> ' � . �+.
<br /> � L�21�0 W/ 10dX1.5 INT4 __.,,._.----""'"''_' 'iNr-`� ._,,,_._,.-.----.-=-- � �� .
<br /> SEE 1/51.2 FOR BALANCE � E— � � � � �
<br /> � ���� � ��� i I .
<br /> � I �
<br /> JOIST BEARING CONDi110N . � I
<br /> . � �� �.
<br /> SHEAIHING, NAil1NG � �
<br /> (2) �5 CONT. PER SHEARWALL SCHED. ' ' � . �
<br /> � - � �
<br /> . � . . � ��� ,. ,
<br /> ���� � � • � PERE SH'EARWALL NSCHED. • � , ' .
<br /> �� • ' �
<br /> � WAtt HQGHT HEEL TOE BASE DEPTH DOWELS VERT. BARS THlCKNESS . _• . . ' � �,
<br /> � � ' � � � _
<br /> 12 TYPICAL JOIST TO LEDGER . � �.. , o. Tp �-o. 0�-4. 0.-4. ,.-4� 8� � ,8. � ,�. 8. � ��. , _
<br /> � � � . �, Q :,
<br /> � _ ' � 2'-1' TO 4'-0' 0'-8" 0'-4" 1'-8" 10' �4 � 18' �4 � 18" 8' . . ' . � , � .
<br /> ��
<br /> ?� i : . � f 4'-Y TO 6'-0" 1'-Y 0'-8' 2'�-6" 10' �4 � 12" �4 � 12" 8" _ • ' • � � _ � � .
<br /> i t � „ , » � » , . , . , » . . . . � , NOlE. StA6 ON GRADE MUST
<br /> i � ' � - 6-1 TO 8-0 1-8 1 -0 3-4 12 �s � 10 �5 � 10 8 �� � � � ' • � BE IN PLAt;E PRIOR TO ANY � �
<br /> i i 2� �� z � I—) � • zn �� BACKFlWNG GREATER TNAN C.� � " '
<br /> 8'-1" TO 10'-4" 2'-6" 1'-4" 4'�6" 12" � � 8" �5 � 8" 8' . � ' �
<br /> i i ' �' � ,'� . 6 FEET IN HQGHT � � �
<br /> � � • = FREE DRAINING c�
<br /> � � • . � w 10'-1' TO 12'-0' 2'-6" 1'-4' 4'-6" 12" �5 � 5" �5 � 5" 8" BACKFlLL PER . ' ' � t VEf211CAL BARS � � � .
<br /> VERTiCAL BARS =
<br /> �� ii i SHEATHING, NAIUNG . �i PER SCHED. (�01ECH. ENGR. . . . �� PER SCHED. � •� O
<br /> BEARfNG AND/OR SHEAR WAIl PER PLAN � i P D SHEARWALL � ' � LAP W/ DOWELS . �I LAP Wf DOWEIS .
<br /> � � • � �
<br /> i� � SCHEDULE » . � E HORIZ BARS „ ' �: � �� H�tiZ SARS � p � .
<br /> �i � 2X/3X PLAIE W/ 11/1fi" �5 � 12 �4- � 10' O.C. �5 � 12 • . . ( �4 � 10 O.C. � � � � •� ,
<br /> P.T. SILL PLATE ii � DIA. HOLE (NON-TREAIED) (( DOWEL BARS I DOWEL BARS � � � �
<br /> PER SCHED. '. �I PER SCH�D. ��� �--+
<br /> �
<br /> �� 1X P.T. HEM-FlR PLATE �4 BAR: SPAGNG ' � �� � � '
<br /> i W/ 1" DIA. HOLE . . O
<br /> �4 0�' O.C, FlNISH GRADE � -- � I . � . • • � TO MATCH DO _ �
<br /> � � �� ,� FQUNDAT10i�.. . • I FOUNDATIQN ' �
<br /> . • . . , . • DRAIN � • DRAIN . LOOR 9� 11 � � �j r� `.�� , .
<br /> t � � � �
<br /> a • a a• ' • a< . .a. • � �i'�� ' a • . �, � � -�BY 41HERS . � r � � . BY OTHERS ' . . • I ��� � ., r °
<br /> a � �� � � SEE DETAIL 16 S61 FOR RETAINING � �� � � � � �� ' z �-�+ �!,
<br /> ��.�. � .. �. �.�� � r � � -a. � � � °° � �1�� � � � � � i� � � NOTE: 1 . . � � 1�(� .
<br /> ���. ..r.� 1� d• . . l • � � _�+
<br /> ''- - .
<br /> ,
<br /> _-� ° � � �� ��°�d . � � f iT' � -11 I,;, : � r�:� I t,;,I I 1= � � �----- � • -�� � WALL AT BASEMENT FLOOR WITH CRAWLSPACE , �—��'�—�'—�'— � • �---�� •� � o .
<br /> � � � — a . � �
<br /> F z �i . � � i , � � �
<br /> 1'-6" ��2�6�T OUNDATION � � .�� a � �'� __� � �� a W � .. :
<br /> RAIN ` F • �
<br /> (�� � •• � : : M -�-- '
<br /> Y O1HERS e � �°.�!: a . � � �5 � 12" AT TOE -�� �`' ��
<br /> " °° . ` • HEEL 8" TOE �5 � 12" AT TOE � .
<br /> � HEEL 8° TOE
<br /> _ SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" �'_4p � SCALE: 3/4" = 1'-0" BA E • .
<br /> BAS .
<br /> ^ , 16 TYPICAL THICKENED SLAB FOOTING � 7 TYPICAL E?CTERIOR FOOTING SECTION � 8 TYPICAL CANTILEVER RETAINING WALL SLAB ON GRADE BASEMENT ' �. � �
<br /> � �
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