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BEARING AND/� BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SFIEARWALL PER PLAN SHEARWAlL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN '
<br /> - PLAlE NAIUNG PER PLA7E NAILING PER PLATE NAIUNG PER PLATE NAIUNG PER o
<br /> 3 0.148' X 3' �-IEARWALL SCHEDULE SHERRWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SqiEDULE
<br /> " ( ) 0.148'X3.25' � 6' U C. MIN. � .
<br /> - 0.148'X3,25' � 8" O.C. MIN. 0.148"X3.25' � 6' O.C. MIN. 0.148"X3.25' � 6" O.C. MIN. ,L _ 4'-0"
<br /> � T EDGE NAIIJNG PER SCHED. � .
<br /> FLOOR SHEATHING AND NAIUNG EDGE NAIUNG PER SCHED. FLOOR SHEATHING AND NAIUNG EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAlIJNG ED(� NAIUNG PER SCHED. FLOOR SHEATHING AND MAIUNG � �` �
<br /> � � RIM/BLOCKING TO T� (20) 12d
<br /> PER STRUCNRAL NOTES 51.0 PER STRUCIURAL NOTES 51.0 PER STRUCTURAL NOTES 51.0 PER S7RUCTURAL NOTES S1.0 � � ' • � �
<br /> RIM/BLOCKING TO T� RIM�BLOCKIN6 TO TOP RIM/BLOCKING TO TOP i P�� P� 'H�W�' U +
<br /> PLAlE PER SHEARWALL PLATE PER SHEARWALL p�.p� ppz �{�Wp(1 � � SCHEDULE - PROVIOE Z c�
<br /> SCHEDULE - PROVIDE SCHEDULE - PROVIDE SqiEDULE - PROVtDE ___ � �a 0.148"X3.25' l� 6` O.C. I�IN. � v
<br /> 0.1 4 8"X 3.2 5" � 6' O.C. M I N. 0.1 4 8'X 3.2 5" � 6" O.C. N I I N. � 0.1 4 8'X 3.2 5" 0 6" O.C. M I N. � --- --�A � � �
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<br /> i i� r r CANIILEVER AT SI�t.
<br /> PLA7E �Y`�� o
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<br /> EQGE NAIUNG PER 5{�iED. EDt� NAILING PER SCHED. EDGE NAILING PER SCHED. � � o
<br /> 5
<br /> F R A M I N G P E R P L A N EDGE NAIUNG PER SCiim. � {, c� .
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<br /> BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AtdD/OR '� �
<br /> BLOGCING AT 48" O.C. S'FIEARWALL PER PLAN FRAMING PER PLAN �-IEARWAI.I' PER PLAN FltAMING PER PLAN SFlEARWALI. PER PIAN FRAMING PER �1EARWALL PER PLAN S1l)DS � :
<br /> W � � �. "
<br /> ADD RIM JOIST/BLKG. �0�$: ADD RIM J�ST/BLKG. ADD RIM JOIST/BLKG. NOTES: � � "
<br /> AS REQUIRED BY �, �(�� ,Ja� Tp yy{�, y��}{ AS REQUIRED BY AS REQUIRED BY 1. SECURE �ST TO WALL WITH � ° �
<br /> SHEARWALL SCHmULE • • * OOUBLE �IST SHEARWALL SCHEDULE N O T E S: S H E A R W A L L S q i E D U L E 0.131'X2.5" EA. SIDE, 1 1 2" I�IN. � � �n
<br /> D.1 3 1 X 2.5 E A. S I D E, 1 1/Z M I N. � �
<br /> FROM END. 1. S E C U R E �I S T T O W A L L 1 M T H FRObI END. NOTE: � � �
<br /> 2. SECURE Rtl� ,�IST TO BIKG. WITH 0.1 3 1"X 2.5 E A. S I D E, 1 1/2 �l I N. A SPLICE AND NAIL TOP PLATES � z �
<br /> � �� �D. 2 SECURE RIM ,lOIST TO BIKG. 1MTH � •�' ao
<br /> 0.131 X2.5 NAII. TOP AND BOTTOM. 0.131 X2.5 NAIL TOP AND BOTTOM. AS SHOVYN AT ALL EXTERIOR, �. o �
<br /> JOISTS PARALLE� JOISTS PARALLEL JOISTS PERPENDICULAR JaISTS PERPENDICULAR JOISTS PARALLEL AND AT ROOF.TM �D �� � � `� �
<br /> SCALE: 3/4 '= 1'-0' SCALE: 3/4 '= 1'-0" SCALE: 3/4 "= 1'-0' SCALE: 3/4 '= 1'-0" SCALE: 3/4 '= 1'-0° --
<br /> 1 TYPICA�. EXTERIOR WAL� TO FRAMING TYPICAL XTE 10 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL E�TERIOR WAL� TO FRAMING 5 TYPICAL TOP PLATE SPLICE -a�: �-- ,� ������N�F� `� �
<br /> 2 E R R WALL TO FRAMING C�
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<br /> 0
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<br /> :�y �
<br /> tAP �IST 4' AND 5'EE ARt�ll?ECTURAL I
<br /> USE (3) 8d NAILS FOR ALL FLASHING DETAILS i
<br /> AT SOUD BLOCKING - �
<br /> TO BEAM '� ` u ARCH.- WRAP PEft �
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<br /> PLYWOOD PLYYVOOD I f� o
<br /> CL POST 2X LEDGER , 6X6 POST WITH ABU6& � �. f�'�a, ^ • .
<br /> _ CL POST Z 1»5/8" MIN. ;�. .i;� BEAM - AUGN VItfTH �� • �rc � a �
<br /> � � 5 MAX. �i •�; ;i CENTER OF WOOD POS �,, W • - 'r� z
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<br /> JOIST PER JOIST PER ; : o � `v �;� i;;J TRIM RE:ARCH. � �a � cn
<br /> PLAN PLAN �
<br /> JOIST HANGER BLOqClNG o o � , (2 -1/2 0 LAG SCREWS W/ ;;� i�; gEAlul TO PQST W/ EP � � � � N
<br /> , � • �� � i�� POST CAP ¢ o o � C° I n
<br /> BEAM PER PLAN g� P Q Z p�q� LSTA24 W/(18) 10d
<br /> � 2 M(N. P E N E T R A T I O N T O ;;� i; A � �a o ,`_` r`�i �
<br /> BEAI�I PER PCAN � " 1�� � ��; o o .- .- .- r- � .
<br /> �MPS4Dt CC66 CIX.UMN CAP � RIM AT 24 0.�. ��� �,, �
<br /> � STAGGERED. MAY BE
<br /> B E A M P E R P L A N �1�(2) 5�g` DIA. TO POST dc ' REPLA�ED W/�"0 THROUGH "' '�� a �
<br /> (4) 5/8" DIA. TO BfAMS SlklPS�V ECt;66 COLUNlN CAP I 60LTS W/WASI�ERS. i w o
<br /> W/(2) 5/8 DIA. TO POST &
<br /> � � , 4Q SIMPSON DTT1 Z � 4 LOC'S I � '
<br /> (2) 5/8 DIA. TO BEAM EVENLY DISTRIBUTED ALONG DEC-�C � �n
<br /> A: FLUSH BEAM B: DROPPED BEAM AND ONE IMTHIN 2" OF EACH ENQ w � �
<br /> P��T �� OF LEDGER. INS7�LL iN -�" LAG � �
<br /> �
<br /> SCREW W/ MIN 4 EM ED & � o
<br /> SCALE: 3�4 "_ �'-0' SCALE: 3/�" � 1'-0" SCALE: 3/4" = 1'-0" SCAtE: 3/4' = 1'-0• )SD �9x�-�/2. z Z �
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<br /> 6 TYPICAL CONNECTION TO �V�OD BEAM S TYPICAL BEAM TO POST CONNECTION 9 TYPICAL BEAM TO POST CONNECTION 1 � TYPICAL DECK DETAILS > W a �
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<br /> � SHEAIHING, NAIUNG 5'�IEATHING, NAlLING Q 5 � m �
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<br /> PT 2X�0 CAST LEDGER V�/ PER SHEARWALL SqiED. SEE DETAiI 12�S6.2 FOR a � z �' .
<br /> PER SHEARWAI.L . n w �
<br /> 1/2° DIA. X 6" EXP. ANCHOR �IST TO lFD GONDITION PLATE NAIUKG W w � � �
<br /> AT 32" O.C. PLATE NAIUNG p p 2 SHEARW SCHED. `b' � W W �
<br /> 2 CONT. c� o � a �
<br /> � ) � OOR 0'-0" � O Z
<br /> . � � FlNISH GRADE �� z �a- M N w
<br /> (�hi � GARA(� S.O.G. I �
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<br /> I LUS210 W/ 10dX1.5 INTO �"-'"'"'� � ! (� } ""——+ � + � �
<br /> SEE 1/51.2 FOR BALARICE � IEDC�R I� ' iii i '
<br /> i . '
<br /> JWST BEARING CONDI1tON . ' �
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<br /> SHEATHiNG, NAIUNG . • �
<br /> (2) �5 CONT. PQt S(-IEARWALL SE�-IED. ` • . I
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<br /> 4i • � � • � PER SH`EARWAII SqiED. � �
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<br /> � WALL HEI(�IT HEEI TOE BASE DEPTH DOWELS VER.T. BARS THIGCNESS - .• . : � � �
<br /> 12 � . . ' � r f r � • � • � w r � _
<br /> ❑ TYPICAL JOIST TO LEDGER . . , o To 2-� Q-4 0-4 ,-4 8 � � ,� � � ,$ � �
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<br /> � . . . • ' � • f r � s s s r • • • w s ' ' . ' 1—
<br /> � - � 2-1 TO 4-0 0-8 0-4 1-8 10 �4 O 98 �4 018 8 • . • f W ��
<br /> T� �— . ' T . • . .
<br /> 4�-�* 1� 6�-0" ��-2� a�-9� 2�-s" ��" �4 � �Y �4 � �2� 8* � �
<br /> i � - • � � �
<br /> i i � ` � . , , � . � . , . � . . » '�"� . . • .� NOTE: S'LAB ON GRADE MU
<br /> i � . . � ' � s 6-1 TO 8-0 1-8 1-0 3-4 12 �`i � 10 �5 010 8 =I I .• „ • � BE IN PLACE PRIOR TO ANY � 0
<br /> i i 2 C� ��� 8'-1" TO 10'-0" 2'-6' 1'-4" 4'-6" 1Y � 8" � 8' 8' � (—� � 2 C�. BACKFlWNG GREATER THAN CH �
<br /> � r = � � FREE RRAINING � 6 FEET IN HEIGHT � �
<br /> I I � C.9 � s � w � • r r � • s s s r , . � �y
<br /> i i ' • _ r VER11CAL BARS = 10-1 TO 12-Q 2-6 1-4 4-6 12 �i � 5 �"i Q 5 8 ��� �. • � r VER11CAL gpRS � � �
<br /> PER SCHED. � •�
<br /> >< i i SHEA7HING� NAlt1NG ' . � PER SCHED. . . � I( �
<br /> BEARING AND/OR SHEAR WALL PER PLAN �� i AND ANCHOR BOLTS • ' - �� LAP W/ DOWELS . �) LAP W/ DOWELS � � � '
<br /> _ ,i j PER SHEARWALL I , . - I �
<br /> SCHEDUL.E � � HORIZ. BARS . m � O
<br /> �� � • � 12 � 10 O.C. � , �IZ BARS h 1 �
<br /> �� � 2X/3X PtATE W/ 11/16 � * �4 ' � 12" ( 010" O.C. .+� -�-{ � �
<br /> � I DOWEL BARS � .� �
<br /> .� P.T. SILL PLATE ii i DIA. HOLE (NON-TREATEQ) .. �� � �g�g . �. �I PER SCHED. �� �
<br /> �4 BAR; SPACING � � '�
<br /> +� 1X P.T. HEM-FlR PLATE • �( TO I�AT(�i DO � �� tC3 Q
<br /> i W f 1' DIA. HOLE ,
<br /> �4 � 48' O.C. FlNISH GRADE i � . FOUNDATION . • � I' ' � �OUNDATION ' � � �
<br /> ��� '�`��'� -�- . • DRAIN � � DRAIN . - . ' oaR 9-11 � � � � � �
<br /> .a . � � . . [ i i � � BY QTHERS . < F i i � �; �
<br /> . a a . �a . d a� a,. , z . �, - a . . . e -. . " 'BY OTHERS� . • . . . .
<br /> ���� �� �.� �. �.A� � � ���� �.°� �� �� � Q °° � � '� � �: � � � � � �� � �� � i� ' � � NOTE: SEE DETAIL 16 S6.1 FOR RETA(NING . . � �. � . - �� ' � �� � �
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<br /> — d . .� � a � � � �_— � =1 I I.:,I . � i��: I I,;,I 11= � . . e =-- .--- � • �� � WALL aT BASEMENT FL�OR WITH CRAWLSPACE . e .---- .---- .--- � . .—_--,� _ � � �
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<br /> 1'-6" �2) # 4 (�VT. � Z �. _
<br /> �� :' � ,�, r�". �
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<br /> . . . FOUNDATION �- � . - � ' = � � �
<br /> LAP j-6 DRAIN � a .. �� : � _ �' � _,_.———= .
<br /> ` ��s��
<br /> � BY OTHERS . ' �4�!: ,, ; � � �i � 1 Y AT TOE M
<br /> �� 8�'' . " HEEL 8" TOE � �HEELAT � 8n TOE
<br /> - SCALE: 3/4' = 1'-0' SCALE: 3/4" = 1'-0' 1'-4" SCALE: 3/4" = 1'-0" BA E
<br /> BAS
<br /> - _ 16 TYPICAL THICKE�IED SLAB FOOTIN� 17 TYPICAL EXTERIOR FO�TING SECTION � 8 TYPICAL CANTILEVER RETAININ� WALL (SL�B ON GRADE BASEMENT) '
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