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BEARING AC�ID/OR BEARING AND f OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL Pat PLAN S'�IEARWAII RER PLAN S�lEARINALL PER PLAN SHEARWALL PER PLAN
<br /> PLATE NAIUNG PER PLATE NAIUNG PER PLATE NAILING PER PLATE NAILING PER °'
<br /> _ (3) 0.148' X 3' S'�IEARWAtl SCHEDULE SHEARWALL SCHEDULE �IEARWAtI SC�iEDULE 0.148"X3 25 S�fi C. t�IN. rn
<br /> �
<br /> OJ48"X3.25' 1� 6" Q.C. F�IN. 0.948"X3.25" � 6" O.C. MIN. 0.1�48'X3.25' � 6". O.C. i�iN. �T- 4'-0"
<br /> EDGE NAIIJNG PER SCHED. �
<br /> FLOOR SHEATHING AND NAiLING EDGE NA(UNG PER SqiED. fL�R SHEATHING AND NAILING EDGE NAILING PER SCHED. fLQOR SHEAIHING AND NAILING EDGE NAlL1NG PER SCHED. fL00R SHEATHING AND NAILING �
<br /> PER STRUCIURAL NOTES S1.0 PER STRUCIURAL NOTES S1.0 PER STRUCTURAL NOTES Si.O PER STRUCTURAL NOTES S1.0 i i RIM/BLIX�C{NG T4 TOP (20) 12d � .
<br /> PLATE PER 5�-IEARWALL U .'�
<br /> RIM/BLOqClNG TO TOP RIM/BLOqCING TO TOP Rlt�/�LQqCING Tp T� � � .,�
<br /> PL14iE PER SHEARWAIL PLATE PER SHEARWAl1 PLATE PER S�iEARWALL � i SGH@ULE - PROVIDE �: , ` Z �s .
<br /> SCHEDULE - PROVIDE SqiEQULE - PROVIDE SCHEDULE - PROVIDE � �a 0.148'X3.25' � 6' O.C. WlEN. � w
<br /> �. ;
<br /> 0.1 4 8`X 3.2 5' � 6' O.C. �I I I N. 0.1 4 8'X 3.2 5" 0 6' Q.C. M W. 0.1 4 8'X 3.2 5" � 6" O.C. M f N. ___ --T `�
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<br /> �� �� 1� -----i� CANTILEVER AT SIM. � �
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<br /> EDt� NAfl1NG PER SCHED. EDt� NAll1NG PER SCHEQ. EDGE NAIUNG PER SCHED. ° � � a
<br /> FRAMING PER PLAN EDGE NAIIlNG PER St�iEQ. �� -; � � nz
<br /> BEARING AND/OR BEARING ANQ/OR BEARING AND/�2 BEARING ANDJOR �
<br /> BLOqCING AT 48' O.C. SNEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN fRAMING PER PLAN S"tiEARWALL PER PLAN FRAMfNG PER PLA SHEARWALL PER PLAN STUDS � �
<br /> W � �
<br /> ADD RII� JOIST/�LKG. �Qj�$; ADD Ri�1 J�ST/BLKG. ADD RIM JOIST/BLK�. NOTE$: � � `�'
<br /> AS REQUIRm BY 1. SECURE J(�ST TO WALL iMTH AS REQUIREQ BY AS REtk11RED BY 1. SECURE.JOIST TO WALL WI1H � � p �°, �
<br /> ����- �mU� 0.131"X2.5' EA. SIDE, 1 1/2" MIN. DOUBLE JOIST SHEARWALL S(�iiEDULE NO��: S'FIEARWALL SCHEDULE 0.131"XZ.S" EA. SIQE, 1 1/2' MIN. L- �" �
<br /> FROM END. 1. SECIiRE �ST TQ WALL VNTH FROM END. -� ,� �
<br /> 2 S'ECURE RIM JOIST TO BLKG. Ih9TH 0.131"X2.5' EA. SIDE, 1 1/Y #�IN. 2. SEWRE RIM �IST �0 BLKG. WITH NOTE: - U � �
<br /> 0.131"X25 NAIL TflP AND BOTT0�1. �� ��' 0.131'X25 NAIL TOR AND BO1T�. . AS�OWN AT ALL EXTERIINt, � a �
<br /> JOISTS PARALLEL J�ISTS PARALLEL JOISTS PERPENDICULAR JOISTS PERPENDICULAR JOISTS PARALLEL PLUMBING� PARTY AND SHEAR � � �o �
<br /> SCALE: 3/4 '= 1'-0' SCALE: 3/4 "= 1'-0' SCALE: 3J4 '= 1'-0" SCALE: 3/4 "= 1'-0" SCALE: 3/4 '= 1'-0' AND AT ROOf.
<br /> -_��_, ,
<br /> 1 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL EXTERIOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5[� TYPICA� TOP PLATE SPLICE .: : �--- �a=:�� ��� �� ; . ��
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<br /> LAP �IST 4' AND I
<br /> u� (3) sa �a��s � ��►�irrc��ra��s � �
<br /> AT SaJU BLOq(ING
<br /> TO BEAM
<br /> �-- -� POST - 1NRAP PER .-
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<br /> PLYWOOD PLYWOOD 2X LEDGER , X6 POST WITH ARU66 � ti r '�, �
<br /> CL POST 1-5/8' MIN. ��' ,! � � ° � ° �� � ,a
<br /> CL PO$T Z • ��i. .i BEAM - ALIGN W[TH c� � • ,a � ,
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<br /> JOIST PER JOIST PER ; ° • i ��� �� TRIM RE:ARCH.
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<br /> JOI�ST HAN(�R BLOqCING o � ' "� �" BEAM TQ POST W/ EP � � � � N
<br /> ; (2)-1/Y0 LAG SCREW'S W/ ��� � ��� POST CAP Q \ \ \ \ � N
<br /> LSTA24 W/(18) 10d i 2° M I N. P E N E T R A T I O N T d �;� � 1�i �c �- o .- r� d-
<br /> B E A M P E R P L A N B E A M P E R P L A N B E A M P E R P L A N �i� ��� �
<br /> SlMPSON CC66 COUIMN CAP , RIM AT 24" O.C. �� ;; o o ,- � � �
<br /> � STAGGERED. MAY BE
<br /> BEAM PER PUW . ' REPLACED W�"0 THROUGH «' �n w �
<br /> Wj(2} 5/$ DIA. TO POST dc ��pS�l ECC66 COLUMN CAP BOLTS W/WAS ERS. d p '
<br /> � (4) 5/s' D{A. TO BEAMS w/{2) �/s" DIA. TO POST & � ' w "
<br /> 4� SIMPSON DTT1Z � 4 LOC'S �
<br /> (2) 5/8" DIA. TO BEAM E V E N L Y D I S T R I B U T E D A L O N G D E� � �, '
<br /> AND ONE WfTHtN 2" OF EACH D W
<br /> A: �L U S H B E A M B: D R O P P E R B E A M � P o� �� P o� oF �acp�. INSTAlL W/-�" u�c � �
<br /> PER PLAN PQt PLAN SCREW W/ MIN 4" EMBED & a �
<br /> SCAIE 3/4 '= 1'-0' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALF: 3/4• = 1�_0' )SD �9x�-�/2•. z Z �
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<br /> 6 TYPIC�L CONNECTION TO WQOD BEAM 8 TYPICAL BEAM TO P�ST �ONNECTION 9 TYPICAL BEAM TO P�ST CONNECTION 1 Q TYPICAL DECK DETAILS � � a .
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<br /> �IEATHING, NAIUNG �n o � �
<br /> SNEATNING, NAIUNG k � a m �
<br /> PT 2X10 CAS7 t� W/ PER SFIEARWAtL SqiED. �E DETAIL 12/S6.2 FOR PER SHEARWALL SCHED. _ ,��, Z �
<br /> 1/Y DIA. X 6' EXP. ANCF{�2 JOIST TO LEDGER C(NVUI110N PLATE NA!lJNG � � �-- w s
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<br /> AT 32' O.C. PLATE �lAlllNG PER SFIEARW Il SCHED. � o � a �
<br /> � �2� � �7 OOR 0'-Q" � �
<br /> FlNl�-i GRADE �� z � M N w
<br /> �i � GARA(� S.O.G. I �
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<br /> � LUS21Q W/ 10dX1.5 INTO ——'-""'�—T ! ��j "'"""'�� � I
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<br /> SEE 1/S1.2 FOR BALAFtCE � I= � � �— � I
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<br /> �ST BEARING C�tD17tON . ' 1
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<br /> SFfEATHING, NAll1NG . • 1
<br /> - (2) ;� cavT P� s��w� scHm, � .� . �
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<br /> ''i . � � . � P�ER�S�HE�WA�u..uN�m. • �i
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<br /> � WALL HEIGHT HEEI. T� BASE DEPTH DOWELS 1IERT. BARS 1NICKNESS . _• . ; � � �11
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<br /> Q TYPICAL JOIST TO LED�ER . � . � o� �0 2�-0• 0��4• o•—¢• ,�-4• 8� �. � ,8• � � ,�, 8. ��- � _
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<br /> � j 2'-�' To �'-o' a'-s" 0'-4" �'-s" �o' � � �s' � o �s` 8" - : � � F � -+-�
<br /> T'►�T- w
<br /> � � r • r w � • t k w w s • � _ ��
<br /> i i �: • � 4-1 TQ 6-0 1-2 0-8 2-6 10 �4 Q 12 �4 � 12 S" . . . � � �
<br /> i i . » ' � = 6'-1" TO 8'-U' 1'-8' 1'-0' 3'-4' 12" � 10' 01Q" 8" '—� ' � ' ' ' . � NOTE: S'LAB QN GRADE MUST
<br /> i ' ^ � #5 ��I I I� .•. 2" �� BE IN PLAt� PRIQR TO ANY � �
<br /> 2� �� , B A C K Fl W N G G R E A T E R T H A N 4.}�.� �
<br /> I i . .. • II r r • � w ► s � • s • • • .
<br /> 8'-1 TO 10-0 2�6 1-4 4-6 12 �5 � 8 � � 8 8 � pRAlN1NG • 6 FEET (N HEIGNT � �
<br /> ! � - . � " 10'-1' TO 12'-0' 2'-6" 1'-4" 4'-6" 12' �5 0 5" �i � 5' 8' BAGCFlLL PER • " � - r VERT�CAL BARS � � ¢' ,
<br /> >< ,� � s���iNc, N�uNc _ - �I P��sc��� = c�o�c�. �c�. �. �� P� scH�a. �11 •� �
<br /> BEARING AND/QR SHEAR WALL PER PLAN �� � AND ANCHOR BOLTS . ' " . �� LAP W/ D0�'�ELS . �I LAP W� DQVVEIS � � U V
<br /> � PER S'tiEARWACL I
<br /> �i � SCHE�ULE . � � HIN21Z BARS � ' �: �' HORIZ BARS � p �
<br /> �i � 2X/3X PLAT� Wf 11/16' �5 � 12' �4 � 10" O.C. �5 � 12 , ' �4 � 10 O.C. � � � �
<br /> � • � PER SCHED. �� •� �
<br /> P.T. SIIl PLATE ii i QIA. HOLE (N�V-TREATEQ) .. �� DOVVEL BARS DOWEL BARS � � �
<br /> PER SCH@. ' I �
<br /> i� 1X P.T. HEM-FlR PLA1E ' � �4 BAR: SPAaNG [� .l,,,.r v� �,
<br /> i W f 1" DIA HOLE
<br /> � 48' O.C. FlNISH (�2ADE � � I . � . � ' 'f TO MATCH DO �` _l cc3 O
<br /> � (TYP) ��-�-I - FOUNDATItMI.. . -. ( FOUNDAl10Nl . OOR 9'-11 � v � `r� `�, .
<br /> DRAIN � .
<br /> -° ' a a. . a • : a.• � � �i'�•.' a � . ", . • � � '��BYAOTHERS� . ' r iii � . � BY OTHERS ' . . • . �I � � � C� �; �
<br /> .��� -. .: . . :�. -- ��.... a: �. �� � � � °° � : a�- . � � � � —� �. . �� . i� �� � NOTE: SEE D�TAIL 16/S6.1 FOR i�ETALNING . . - �� � � � �� � �� � �
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<br /> -� I I_= ° . . .�- -.` �°. . � " '_' Q =1 I I.;,I : ��i�: I I,;.I I 1= . . .--- .--- � . -� = WALL AT BASEMENT FLQOR WITH CRAWLSPACE ,-------- .--- I . . .t •�--� � o
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<br /> �rn'� OINERS � e a •e,j!.� • a : � � �5 � 12'� AT TOE F ——�—--—� K'
<br /> �` ��' • Q � HEEL 8" TOE �'i � 12" AT TOE
<br /> HEEL 8" TOE
<br /> SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'--Q' �'-4° SCALE: 3/4' = 1'-0" BA E
<br /> BAS
<br /> 16 TYPICA� THICKENED SLAB FOOT�NG � 7 TYPICAL EXTERI�R FOOTING SE�TION 1 � TYPICAL GANTILEVER RETAINING WALL (SLAB ON GRADE BASEMENT) '
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