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<br /> BEARING AND/aR $EARING AND/OR BEARING AND/OR �
<br /> BEARING AND f OR
<br /> ° S�-1EARWAl1 PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAIUNG PER PLATE NAILJNG PER °' �
<br /> (3) 0.148' X 3' SHEARWALL SC�iEDULE SHEARWALL SCHEDULE SFIEARWAII SCtiEQULE 0.148"3 25� 6�"UO.C. MIN. rn `r°' •
<br /> �
<br /> 0.148'X3.25' 0 6" O.C. MlN. UJ48"X3.25° � 6' Q.C. MIN. 0.148"X3.25" � 6" fl.C. MIN. �T_ 4'-4" � . .
<br /> EDGE NAll1NG PER SCHED. � .
<br /> FLOOR SHEATHING AND NAILJNG ED(� NAIIJNG PER SCHED. FL�t S'FIEAINING AND NAIUNG EDGE NAIUNG PER SqiED. FLOOR SHEATHING AN{D NAiL1NG EDt� NAILING PER SCHED. FLOOR SHEATHING AND NAtllNG � ( � � �•
<br /> PER STRUCTURAL NOTES S1.0 . PER STRUC1l1RAL NOTES 51.0 PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES 51.0 i i RIM/BtOCfCING TO TOP 2� �2d . �
<br /> � � U ~
<br /> RI�1 LOq(ING TO TOP R1M LOqCING TO TOP RIM/BLOCICING TO TQP i � P�� P���w�' ''��� � .
<br /> PI.A� PER SHEARWALL PLAT�E PER SHEARY�ALL PLAiE PER S'tiEARWALL i � SCHEQULE » PROVIDE Z c�
<br /> SCHEDULE - PROVfDE SC1iEDULE - PROVIDE SqimULE - PROVIDE <-� 0.148'X3.25 � fi O.C. �1lN. � w
<br /> 0.148'X3.25' � 6' O.C. bllN. 0.148'X3.25' � 6' O.C. �11N. Q148"X3.25' � 6" O.C. MIN. ___ -�T v :, �
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<br /> II 11
<br /> �► � CANTILEVER AT SIM, PLATE �
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<br /> ED(� NAiLING PER SCHED. EDGE NAILING PER SCHED. ED(� NAIUNG PER SCHED. N o • •
<br /> FRAMING PER PLAN EDGE NAILING PER Sqim. � +, � , ° •
<br /> BEARING AND �2 EARING AND �2 BEARING AND OR BEARING AND/�t � � v
<br /> B ,��`�
<br /> BLOqCiNG AT 48" O.C. SHEARWALL P,ER PLAN FRAMING PER PLAN �IEARWALL PER PLAN FRAMING PER PLAN SHEARWALL P�ER PIAN FRAMING PER PLA SHEARWALL PER PLAN STIiDS � �,�, '
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<br /> ADD RIM �IST/�LKG. NOTES: ADD RII� J�ST/�LKG. ADD RiM J�ST/BLKG. NOTES: �� � " .
<br /> AS REQUIRED BY 1. SECURE �IST TO WALL WITH � AS REQUiRED BY AS REt�t1iRED BY 1. SECURE JOIST 1'0 WALL WITH a ° �
<br /> NOTES:
<br /> SHEARWALL SCHEDULE 0.1 3 1"X 2.5" E A. S I D E, 1 �/2" M l N. DOUBLE JQIST SHEARWALL SG'HEDULE 1. S E C U R E J(�S T T O W A L L W I 1 H , S H E A R W A L L S t�i E D U L E 0.131"X2.5" EA. SIDE, 1 1/2' I�IN. � � �,
<br /> FROM END. . (� „ FROM END. N01E: � � � �•
<br /> 2 SECURE RIM JOIST T4 BLKG. WI7N U.131.X2.5 EA. S�DE, 1 1f2 MIN. 2 �CURE RIM JOIST TO BLKG. V�ITH SpL�CE AND NAII TOP PLA?ES � z �
<br /> 0.131*X25 NAIL �OP AND BOTT41�1. �� �D. 0.131 X25 NAIL TOP AND BOTTOM. A S S�-I O W N A T A L L E X 1 E R 1� � o �
<br /> PLUMBING, PARTY AND S'tIEAR �"; � � � �
<br /> SCALE: 3/4 '_ �'—o' JOISTS PARALLEL SCp(.E:; 3/4 "= t'—o' J015TS PARALLEL SCAt.E: 3/4 '= t'—o' JOISTS PERPENDlCULAR sct�: 3/� '_ �'—o' J41STS PERPENDICULAR SCALE: 3j4 '= t'—o' JOIST'S PARALLEL ,�o AT Rv� .
<br /> ,�.�°-, .
<br /> T I RA I G 2 TYPICAL EXTE IOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5 TYPICA� TOP PLATE SPLICE j� ,� �-- 4� �� � : ���- �A . :�� �
<br /> 1 TYPICAL EX E� OR WALL TO F M N � C�
<br /> ❑ 0
<br /> � 0
<br /> c� �-:. . $. .
<br /> �� _ .
<br /> LAP �ST 4" AND SEE ARCHITECTURAL 1
<br /> USE (3) $d NAILS FOR ALL FLASHING DEfAILS i �
<br /> AT SOLiD BLOq(ING ;, ; POST - WRAP PER � � ��
<br /> TO BEAM '-- --' ARCH. S `
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<br /> PLYWOOD PLYPOOOD � �� � , 6X6 POST WITH ABU68 ,� ti r '�, � ,
<br /> CL POST CL POST 1-5 8" MIN. i�' '' a ' �
<br /> d z 5" M/AX. Y�• -1� BCE�NT�ER 0 uVY00D POS � � � , a `�
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<br /> J�ST PER �IST PER ° ° : ' `v ;;i �' TRIM RE ARCH.
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<br /> � PLAN PLAN ° ° � ��t ��� POST C�POST W/ EP � � � � � � ��
<br /> .101ST HANGER BL�CIN6 F ,� l „i + i„
<br /> � (2 -1/2"0 LAG SCREWS W ii� �;; q � � � � ui c�v
<br /> BEAM PER PUW HEAM PER PLAN LSTA24 W/(18) t� � STAGGER@. MAY11B N TO ��� ��� cn �t- o ,r t� �t
<br /> SltAPSON GC66 C�UMN CAP BEANI PER PLAN i RIM AT 24" O.C. ;�i � i�� o o r- ,- � .-
<br /> BEAM PER PLAN W�{2) 5/8" QIA. TO POST dc ' REPLACED W/�"0 THR�GH ��' '�� w �
<br /> 4} 5/8" DiA. T� BEAMS ��� ECC66 CQLUMN GAP � BOLTS W/WASF�ERS. i � o ,
<br /> I � W/(2� 5/8 D I A. T O P O S T & Q SIMPSON DTT1Z � 4 LQC'S � � �
<br /> (2) 5/8" OIA. TO BEAM EVENLY DlSTR1BUTED ALONG DE� � �n
<br /> A: FLUSH BEAM B: DROPPED BEAM � po�. AND ONE WITHIN 2" oF EACH D W � '
<br /> VV000 POST OF LEDGER. INSTALL YV/-�" i.AG � M
<br /> PER PLAN PER PLAN SCRSE�W W/1�A1N 2�" EMBED & � o .
<br /> SCALE: 3/4 '= 1'-0' SCALE: 3/4' = 1'-p" SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" � �x � z = �;
<br /> 10 TYPICAL DECK DETAILS � � a �� �
<br /> 6 T Y P I C A L C O N N E C T I O N T O W O O D B E A M 8 T Y P 1 C A L B E A M T O P O S T C O N N E C T I fl N 9 T Y P 1 C A� B E A M T O P O S T C O N f�E C T I O N �]
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<br /> SHEATHING, NAIUNG SHEATHING, NAILMG k � � � Q
<br /> PT 2X10 CAST LEDGER W/ PQt SHEARWALL SCH@. S'EE DETAIL i2JS6.2 fOR PER SHEARWALL SCHED. j � o � u , ' V
<br /> t/2" D I A. X 6' E X P. A N C H(� J O I S T T O L E D t�R C�V D I 1 1 0 t+! P L A T E N A I L I N G Q w �n � w
<br /> A T 3 2 O.C. PLA T E N A I L I N G P E R S�I E A R W S C H E D. o � �i w �
<br /> 2 CONT. c� o � a
<br /> � ) � OOR 0'-0" � o �
<br /> � � FlNISH GRADE �� z d- � N �a
<br /> p� ' GARAGE S.O.G. � �M
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<br /> SEE 1 S1.2 FQR BALANCE � �� � � � I r � :
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<br /> ' ,101ST BEARING C�dDIT10N . ' � �
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<br /> (2) �'i CONT. PER SHEARWALL S(�1iED. . �
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<br /> �y • _ � � • � SHEATHtNG, NAIt1NG � �
<br /> l 1 PER SHEARWALL St�iED. � .
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<br /> ( WALi. HOGHT HEEL TOE BAS'E DEPTH �OWa.S VERT. BARS THiCKNESS • .� . : � j � a' �
<br /> 12 . � � _ .
<br /> [� TYPI�AL JOIST TO LEDGER : � . , o• To 2�-0• �•-4• 0�-4• ,�-4• �• � � ,8� �. � ,8• 8, :�. , _
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<br /> 4'-1" TO 6'-0" 1'-2" 0'-8' 2'-6' 10' �4 � 12' �4 � 12" 8" � � ..� �
<br /> i i � � � • .
<br /> i � ' � _ 6'--1" TO 8'-0" 1'-8" 1'-Q" 3'-4" tY � 10" � 10' 8" �—� ' ' � . � NOTE: SLAB ON GRADE I�UST � O
<br /> � � -I ( I • „ BE IN PLA(� PRI� TO ANY .�
<br /> � � �2" CtR = i I=) • 2 CL-R $ACKFlWNG GREATER THAN �"� �
<br /> i i , » , . . . . . , . . . * . .
<br /> i � , .. • � 8-1 TO 10-0 2-6 1-4 4-6 12 �'i � 8 �5 � 8 8 � pRAINiNG � . 6 F'EET IN HEIt�tT ��-1 �
<br /> � � , • � , » • • • , • • • BACKFILL P�R � ¢+
<br /> i i � • . r 11ER11CAL BARS = 1U-1 TO 1�'-0 2-6 1-4 4-6' 12 �.`i � 5 �5 0 5 8 �0,��. ��. • � r VERIICAL BARS � �', :
<br /> i � SHEATHING� NAIUNG ' � PER SCHED. . . � 1� PER St�iED. � •,��/ � .
<br /> >� i� � AND ANqi�2 BOLTS . - � " �I . I L A P W/ D O W E L S � �
<br /> BEARING AlVD/OR �IEAR WAti.PER PLAN � i PER S'FfEARWALL (� lAP W/ DOWELS . . I' . �' W � � .
<br /> �� � SCHEDULE � � HORIZ BARS , : � HORIZ BARS � � p �
<br /> �; ' vc%x �.a�e w/ »/�s• � � �z' � � � �o" o.c. � � �2 . , � ;� � �a o.c. � � �
<br /> P.T. �LL PLATE � t QIA. HOLE (N�i-TREATED) � �� DOV4"EL. BARS �� P��-�S �
<br /> flER SCHfD. '-'
<br /> t� � 1X P.T. HE�!-FlR PLATE • - . . ' f �4 BAR: SPAqWG � .� � �
<br /> * FlNISH t�tAQE � � W/ 1 DIA. HOLE - � . - . • • �f TO �IATCH DO � c�3 Q :�
<br /> �4 � 48 O.C. i FOUNDAl1�V � • V �
<br /> ��� . FOt1NDAliON.. . - � . OOR 9'-11 �
<br /> ��`��'� . . � QRAIN ' - RRAIN . � � Z � ' r"� GC3 „
<br /> •° ' a'o . .e . e a • d . � � z : ���:-� . " � • a ' � �.-BY OIHERS� • ' r � � - ' BY QIHERS . . • f � � � � -�'-� .
<br /> �,�� �� . �. :�� : r : � .°. �� � � �° � . _� � . � � � � � �� � � � - t� ' � NQTE: SEE DETAIL 16 S6.1 FOR RETAINING . . � -. . �� � � c� a� a .
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<br /> �� � � =! I I,;,I � � i�=� l,;.I I 1= � � � e . . i . .� � WAL.L AT BASEMENT FLOOR WITH CRAWLSPA . e .---- .—i-- .--- � . . --^� � � � w o �
<br /> 1'-6" (2) � 4 CtMIT. ` Z � -� � —_� _ o �
<br /> OtJNDATiON � g .�� d �� � a
<br /> LAP 2-6 � -- ---
<br /> ��� 6 OTFIERS � • •d �°j,j.� . , .• ao � �5 � 12" AT T� � — — - .
<br /> _ '�
<br /> ;'� 1�' . " HEEL 8" TOE �'i � 12' AT T�
<br /> HEEL 8° T0�
<br /> SCAIE: 3/4' = 1'-0' SCALE: 3/4" = 1'-0' �'_4^. SCALf: 3/4' = 1'-0' BA E
<br /> � BAS ��
<br /> 0 16 T PICAL THICKENED SLAB F04TING � 7 TYPICAL EXTERI4R FOOTING SECTIQN � 8 TYPICAL CANTILEVER RETAINING WALL (SLAB �N GRADE BASEMENT} '
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