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BEAR(NG AMD/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> - SHEARWALL PER PLAN SHEARWAlL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN �
<br /> PLATE NAILING PER PLATE NAIUNG PER PLATE NAILING PER PLATE NAILING PER
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<br /> 0
<br /> (3) 0.148' X 3" S�iEARWALL St�lEDULE SHEARWALL S(�iEDUIE �EARWALL SqiEDULE
<br /> 0.148'X3.25' � fi" O.C. MIN. �W� ��U� �
<br /> Q.148"X3.25' � 6" O.C. f�IN. 0.148"X3.25" � 6' O.C. MIN. Q.t48"X3.25" � 6" O.C. MIN. °D
<br /> , „ �
<br /> �� EDGE NAILING PER SCHEQ. 4-� �
<br /> FLOOR SHEATHING AND NAIUNG EDGE NAIUNG PER SCHED. fL00R SHEATHING AND NAIUNG ED(�E NAIUNG PER SCHED. FLOQR S'�IEATHING AND NAILING EDGE NAlUNG PER SCHED. FLOOR SHEATHING AND NAiLING 20 12d �
<br /> PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES .S1.0 PER STRUCIURAL NOTES S1.0 PER STRUCZURAL N4iES S1.Q i i RIM/BLOCKING TO TOP � ) , � °
<br /> RIM/BLOqCING TO TOP RIM/BLO(�CCING TO TQP RIM/BLOt�CCING TO TOP i � ��� P� ��w�- U �
<br /> PLAT� PER SHEARWALL PLATE PER SHEARWALL PLAT� PER SHEARWALL � � SCHEDULE - PROYIDE � =` Z �
<br /> Spi@ULE - FROMDE � � 0.148'X3.25' 0 6' O,C. �tiN. _ ' — a� �
<br /> SCHEDULE - PROWOE �IEDULE - PROMDE �a �, � �
<br /> 0.148'X3.25' 0 6' O.C. MIN. 0.148'X3.25" � fi° O.C. MIN. A 0.148'X3.25" 0 8" O.C. MIN. A =-_ --�w
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<br /> i� �� -- 1�CAN11t.EVER AT SIM. PLATE :�° �� '� � o
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<br /> EDGE NAiL1NG PER SCHED. EQ(� NAlL1NG FER SCHED. ED(� NAIIJNG PER SCHED. � �
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<br /> FRAMING PER PLAN EDGE NAfLiNG PER SCHED. `` � �
<br /> —BEARING AND/OR BEAR(NG AND/OR BEARING ANR/OR -BEARING AND/OR •� a
<br /> BLOCKING AT 48" O.C. SIiEARWALL PER PLAN fRAMING PER PLAN SHEARWALL PER PLAN FRAMiNG PER PLAN SHEARWALL PER PLAN FRAMING RER P SHEARWALL PER PIAN STUDS � � ;
<br /> ADD RIM JOIST G. NOTES: w � �
<br /> � ADD RIM �ST/BLKG. ADD RIM JOISTjBLKG. NOTES: •...
<br /> AS REQUIRED BY 1. SECURE JOIST TO WALL N�7TH AS REQUIRED BY AS REQUIRED BY 1. S'EWRE JOIST TO WALL WITH � — o �
<br /> SHEARWALL SCHEDULE • • DOl1BLE JOIST SHEARWALL SCHEDULE NOTES: SHEARWALL SCHEDULE » » • Q � ,�
<br /> 0.131 X25 EA. SID E� 1 1/2" MIN. OJ 3 1 X 2.5 E A. S I D E, 1 1 j 2 M I N. �
<br /> FROM END. 1. S E C U R E J O I S T T O W A L L I�I T H . � °' �t;
<br /> 2 SECURE RIM �IST TO BLKG IM1N 0.131'X2.5".EA. �DE. 1 1/2" I�IN. 2 SECURE�RIM JQIST TO BUCG WITH NOTE: N TOP PLATE U U �
<br /> 0.1 3 1 X 2.5 N A I L T(� A N D B O T T�i. �� �D. Q 1 3 1'X 2.5 N A I L T O R A N D B 4 T T O M. S P L i t� A N D A I L S - � z �
<br /> AS S'FIOVdN AT All EXTERIOR, `; L- a c o
<br /> JOISTS PARALLEL 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�1 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 ��B�NG, P�ttrr �o sH� }., �� '; � �o 0
<br /> S C A L E: 3/4 '= 1'-0' S C A L E: 3/4 "= 1'-0" S C A L E: 3 J 4 "= 1'-0" SC A L E: 3/4 °= 1'-0" S G A E_E: 3 i 4 '= 1'-0" A N D A T R O O F.
<br /> 1 0 TYPICAL EXTERIOR WALL TO FRAMING 2 TYP�CA� EX1�ER10� WALL TO FRAMING 3 TYPICAL INTERIOR WA L TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5 T1�PICAL TOP PLAT SPLICE �� �� }��� � �3 �2��� .
<br /> 0 L � �--
<br /> 0 ❑ Q
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<br /> LAP ,�IST 4' AND {
<br /> USE (3) 8d NA(LS SEE ARCHITECTURAL � �
<br /> AT SOLID BLOCKING FOR ALL FLASHING DET�►ILS � s�
<br /> TO BEAM . �- --� ARqi.- WRAP PER . � � . �
<br /> . � � S
<br /> --I=- 1.� c
<br /> 2X LEDGER 6X6 POST WITH ABU66 ,� ti + f�'�, �
<br /> PLYWQOD (� POST CL POST 1-5/8" MIN. i�' �ii _ a
<br /> �
<br /> � 5" MAX. ;;�; ;�;; CENTMER OF�WOOD POS � � � . a `�
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<br /> �IST PER JOIST PER o 0 0 ; "' ^K �'
<br /> . R . �E „ TRIM RE:ARCH.
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<br /> PLAN PLAN t , � �
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<br /> J�ST HAN(�R BLOqCING o 0 o i � �'� ��� POSM CAPPOST W/ � ¢ o o M � vl r
<br /> i (�)-1/2 � LAG SCREWS W/ ��i � ��� A � � � � �n c�
<br /> LSTA24 W/(18) 10d 2 MIN. PENETRATION TO ��� 1�� ca .r o r- r� �t-
<br /> BEAM PER PLAN BEAM PER PLAN ; R!M AT 24" O.C. " � �"
<br /> BEAM PER PLAN SIMFSt3N IX;66 COt.UMN CAP BENM PER PLAN � STAGGERED. MAY SE "� ��� o o .- .- � .- �
<br /> WI(2) 5/8" DIA TO PDST & . ' REPLACED W/�"0 THROUGH ��' '� w �
<br /> (4) 5/8 OIA. TO BEAMS SIMPSON ECC66 (�LU�1N CAP �OLTS W/WASI�ERS.
<br /> wj(2) s/s" DIA. TO POST dc � a °
<br /> � 4� IMPSON DTT1Z � 4 L�'S t� � w � "
<br /> A: FLUSH BEAM B: DROPPED BEAM (2) 5/8 DIA. TO BEAM EVENLY DtSTRIBUTED ALONG DEGK o ;
<br /> AND ONE WITHiN 2" 4F EACH END w �
<br /> W40D POST WOOD POST OF LEDGER. INSTALL W/-�" LAG � � °
<br /> PER PLAN PQt PLAN SCREW W/ MIN 4" EMBED & ¢ �
<br /> SCALE: 3/4 "= 1'-0' SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0° SCALE 3/4' = 1'-Q" )SD �9X1-1/2 . o U �
<br /> 6� TYP1CAL CONNECTION TO WQOQ BEAM 8 TYPICAL BEAM TO POST �ONNECT�ON 9 TYPICAL BEAM TO POST C�NNECTION 10 TYPICAL DECK DETAILS � � a �
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<br /> �IEATHING, NAIt1NG S�IEATH{NG, NAILING ��'-' a-i W �
<br /> PER SHEARWALL SCFIED. PER SHEARWALL SCHED. o w � � �
<br /> P T 2 X 1 Q C A S T L E D t�R W/ S E E D E f A I L 1 2/5 6.2 F�t a � Z N
<br /> 1/2" DIA X fi EXP. ANCHOR JOIST TO LED�R t�NDlTI�I PLATE NAIUNG � � o � `
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<br /> A T 3 2" O.C. PLATE NAll1NG PER SHEARW S(�IED. o z3 w w � �
<br /> (2� �i CONT. c� o � a. � �
<br /> � � OOR 0'-0" � �
<br /> � . FlNIS'FI GRADE ��
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<br /> � GARAGE S.O.G. I M
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<br /> � ,��,.2 fOR BALANCE � �°�
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<br /> JOIST BEARING CINJDI110M • I :
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<br /> �IEATHING, NA(LING �
<br /> (2} �5 CQNT. PER StiEARWALL SCHED. ' � � . �
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<br /> ' SNEATHING, NAIUNG
<br /> � • ' PER SHEARWALL SCfIED. � � '
<br /> � • � �
<br /> � WAIl HEIGHT HEEI TOE BA� DEPTH DOWELS VERT. BARS THICKNESS . � : � � ��
<br /> 12 � . � .� � z � �
<br /> ❑ TYPICAL JOIST TO �ED�ER �.. , . ,_ . ._ . ._ , ._ . . . . . _ ;
<br /> . Q TO 2 Q U 4 4 4 1 4 8 �4 � 18 �4 � 18 8 � - Q
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<br /> 2',1' TO 4'-0" 0'-8" 0'-4" 1'-8' 10' �44 � �8' �4 � 18' 8" . _ � • � �
<br /> T�t—�'— � ' �, `�"'�
<br /> ( ' I • � r r • s � w ► x r • • • w �r . � _ � ��
<br /> i i : • � 4-1 TO 6-0 1-2 0-8 2-6 10 �4 � 12 �4 � 12 8 . . . ( �
<br /> � i � „ , . � . , » , . . . . . '"� • - • ' NOTE: SL.AB ON GRADE MUST �
<br /> � � ' � = fi-1 TO 8-0 1 -8 1-0 3-4 12 �i � 10 �`i 0.10 8 -� � � . . . � � BE IN PlACE PRIQR TO ANY � �
<br /> i i 2" CLR. _ � I=j � • 2° CL-R. �-1
<br /> i i • '. � ^� 8'-1' TO 10'-0" 2'-6" 1'-4" 4'-6" 12' �5 0 8" �:'i 0 8" 8" • , 6aFEET IN NEIt�IETATER THAN � �
<br /> i � z FREE DRAINING ' .
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<br /> 10-1 TO 12-0 2-6 1-4 4-6 12 �'i �15 �5 � 5 8 BACKf iLL PER r VERIICAL BARS � �
<br /> I � NAll1NG � � VERTICAL BARS = � '
<br /> " ,� � s���iNc, - :._ �� P�t sa-i�. c�o�cH. �cR. . . � i� P� scHm. � •�
<br /> BEARING AND/�2 SHEAR WAIl PER PtAN �� � •�� ��wau�� � �i u� w/ �owas . �i t,� w/ oowas � �/ � � ..
<br /> �i i S��� � . � HORIZ BARS : � HORIZ BARS � p � .
<br /> i� � 2X/3X PLA7E W/ i 1/1 fi' #� � 12 �4 � 10" O,C. �5 0 12" . . ' #4 � 10� O.C. �1 �i bA � "
<br /> P.T. SILL PLAIE �i i DIA. H�.E (NON-TREATED) �, DOWEt. BARS � I DOth'E(. BARS � � �
<br /> PER SCHED. �. �� PER S(�Im. r•� •�
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<br /> � 1X P.T. HEM-FIR PLATE �4 BAR: S'PAClNG .� � �
<br /> i W/ 1" DIA. HOLE � ' � O
<br /> �4 � 48' O.C. FlMSH (�2ADE � � � I . -. • .
<br /> (np) i�-�,� -• FOUNDATIQI�_. - �• I FOUNDAl10N ' - (� TO NlATCH DO � �
<br /> a � a a � . a -� � d ; � � -� . DRAIN � - i z DRAIN . . . I QOz 9'-11 � � � � ►� �
<br /> � � . . • 'a , a a _, . •. • o � � . ��� .. , - a . � 'BY OTHERS� . r� qi � . BY OTHERS . . . • .� �) � -
<br /> ���� �� - �� ��� ` � '� �� �a. � � � � �. �, � � � � � � � � � � " � NOTE: SEE DETAIL 16 S6.1 FOR RETAf NIN� . � - � . � �� " � �-+� � o � � �
<br /> — a�"'. ��.� _ _ � e =— / ' � � �}
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<br /> � -�� I= -. � -� � �. � �,�=' g �I I I,;,I : � ��` I,;.I I 1= � . - .---- .--- � . �� = WALL AT BASEMENT FLOOR W1TH CRAWLSPACE . e .---- .---- .--- � . . .� _ •,_., � o
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<br /> t'-6" ��24��T OUNQATION � � ,�. n �. . __� o � � � � � w � ; .
<br /> t.�� RAIN � .4 �� "' ' --=---= � .
<br /> Y OTHERS , ` � �: .
<br /> a � � � �i � 12" AT TOE "'
<br /> �` � � a � HEEL 8" TOE �5 0 12" AT TOE
<br /> SCALE: 3/4' = 1'-Q" SCALE: 3 j4' = l'-0' 1'-4» SCALE: 3/�' = 1'-0° BA E
<br /> HEEL 8° TOE
<br /> - BAS �
<br /> 16 TYPICAL TH(CKENED SLAB FOOTING 17 TYPI�AL EXTERI�R F04TING SE�TION � 8 TYPICAL CANTILEVER RETAINING WALL SLAB ON GRADE BASEMENT ' .
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