|
BEARlNG M!D/OR BEARING AND/OR / BCARING ARlD/OR
<br /> _ SHEAR��ALL PER PLAN SHEARWALL PER PLAN SHEARV'ALL PER PLAN SHEARWALL PER PLAN
<br /> PLATE NAILING PER �, �
<br /> (3) 0.148" X 3� SHEARWALL SCHEDULE PLATE NAILING PER
<br /> PLATE NAILING PER PLATE NAll1NG PER o
<br /> SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE � �
<br /> 0.148"X3.25" � 6' O.C. t�IN. 0.14�'X3.25" � 6" O.C. t�IN. 0.148"X3.25° � 6" O.C. MIN. 0.14�"X3.25' � 6" O.C. k�IN. „ �
<br /> �T EDGE NAILING PER SCHED. 4_� d
<br /> FLOOR SHEAIHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAIUfdG EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAIUNG PER SCHED. FLOOR SHEATHING AIdD NAIUNG � �
<br /> PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0 i i RI�/BLOCKING TO TOP (20) 12d
<br /> RIM/�LOCKING TO TOP RIM/BLOCKING TO TOP RIM LOCKING TO TOP � PU4TE PER SFIEARWALL • + ,
<br /> ai °
<br /> PLATE PER SHEARWAfl PLATE PER SHEAR6�All PLA?�E PER SNEARWALL � i i SCHEDULE — PROVIDE � U ' ' �
<br /> SCHEDULE — PROVIDE SCHEDULE — PROVIDE �. �,� 0.148"X3.25' @ 6" O.C. MIN. _ - Z � ^
<br /> SCHEDULE — PROVIDE +�
<br /> 0.148"X3.25" � 6" O.C. MIN. ;�_ � � �
<br /> n
<br /> 0.148"X3.25" � 6' O.C. t�IN. 1 0.148"X3.25' � 6" O.C. MIN. A- ��___ --�A �, v
<br /> �
<br /> i� � n aui �
<br /> i i � :� . �t co
<br /> ' > ...,
<br /> �� . i� ------i� CAN11lEVER AT SIP�. PLATE '�� � a
<br /> a� � .
<br /> ; - ` � � � '.
<br /> EDGE NAILING PER SCHED. � � �
<br /> FRAM!NG PER PLAN EDGE NAIUNG PER SCHED. EDGE NAILIN6 PER SCHED. ._�x� Y5.' � � � �
<br /> EDGE NAIUNG PER SCHED. N o
<br /> BEARI4�G AND/OR BEARIN6 AND/OR BEARING AND/OR BEARING AND jOR ��L��*� .� � �
<br /> BLOCKING AT 48' O.C. SHEARWALL PER PLAN FRAl�9NG PER PLAN SHEAR�JALL PER PLAN FRAf�41NG PER PLAN SHEARWALL PER PLAN FRAMING PER PLA SHEARV�ALL PER PLAN STUDS � �
<br /> ADD RIM JOIST/BLKG. NOTES: W � � �
<br /> � RDD RIM JOlSTfBLKG. ADD RIE� JOIST/BLKG. NOTES: � v
<br /> AS REQUIRED BY 1. SECURE JOIST TO WALL I�TH " AS REQUIRED BY AS REQUIRED BY
<br /> SHEARWALL SCHEDULE 0.131"X25� EA. SIDE, 1 1/2° Mi6d. doU�LE JOIST 1. SECURE JOIST TO WALL WITH _ �
<br /> �� �p SHEARWALL SCHEDULE N� SECURE JOIST TO WALL �ITH �EAR�+ALL SCHEDULE 0.131"X2.5" EA. SIDE, 1 1/2' MlN. � �, � "
<br /> FROR. ' � � `�
<br /> � END. NOIE: � �
<br /> 2. SECURE RI�4 JOIST TO �LKG. �ITH 0.131'X2.5' EA. SIDE, 1 1/2' MIN. 2. SECURE RIM JOIST TO BLKG. IP�TH V � �
<br /> 0.131"X2.5 NAIL TOP AND BOTTO�.l. ��� �p• SPLICE AtdD NAII TOP PLATES - �
<br /> 0.131"X2.5 NAIL TOP AND 60TTOM. AS SHOWN AT ALL EXTERIOR, � z �
<br /> JOISTS PARALLEL •� , s JOISTS PARALLEL . , . PLUMBING PARTY AND SHEAR �' -�-' o 0
<br /> SCALE 3/4 '_ �'—o' SCALE: 3/4 �—o sc��: 3/4 = 1-0 JOISTS PERPENDICULAR . , . JOISTS PERPENDIC U L A R � � ''� `:
<br /> s c A t�: 3j 4 = 1-� SCALE: 3/4 °_ �'—o" J O I S T S P A R A L L E L AI�D AT ROOF. � � � � ��
<br /> 1C] TYPICAL EXTERIOR WALL TO FRAMIN� 2 TYPICAL EXTE -��:���T� '� � ����Fw�=�-§=-�-��� �
<br /> [� RIOR WALL TO FRAMING 3 TYPICAL INTERI -h� �� � � - .� �µ:
<br /> ❑ OR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING ��- � : .
<br /> ❑ 5 T Y P I C A L T O P P L A T E S P L I C E _
<br /> ❑ �-- � .
<br /> U � �.
<br /> LAP JOIST 4° AND �' �--,��,._ :z;�.�, �,� �
<br /> �: ..� .
<br /> ,,.
<br /> SEE ARCHITECTURAL ���•� '
<br /> USE (3) Sd NAILS ( ,�� �� � �
<br /> AT S41JD BLOCKIPlG •
<br /> TO BEAM FOR ALL FLASHING DETAILS i
<br /> ;,-- --,; POST - WRAP PER . �
<br /> ;� , ARCH. „ 1�� N .
<br /> PLYWOOD PLYWOOD
<br /> --'-- r� o
<br /> - CL POST 2X LEDGER 6X6 POST WITH ASU66 �,� ti l '�, � :� .
<br /> CL POST 1 p 5/8" MI�J. `�� �� � .��;._ , :�,;,, �
<br /> - - Z 5 MAX. ,� . .�BEAM - AUGN WiTH cti � � � ,� � ..
<br /> �. � �� ;�•i�� CENTER OF WOOD POS �, W � ,�
<br /> N � ' � � • o
<br /> � ��.�,�� �~ ' .
<br /> _ �' ,.� ?�
<br /> _ ;� � > .
<br /> � � �� ------ -- � .a.
<br /> JOIST PER JOIST PER o o � � ---------- � � � ' . V
<br /> O I (V e (a
<br /> TRIM RE:RRCH.
<br /> PLAN pL�t�J • • �, ' �� � ,
<br /> . � „i
<br /> JOIST HANGER � � ;;� i„ BEAMf TO POST 1�►/ EP � � � � � �
<br /> BLOCKING � � i ;i� �ii co cc � c/�
<br /> , (2)-1/2 0 LAG SCREWS W/ �;� �;; POST CAP Q o o ►►� 'a I n
<br /> � 2° M I F J. P E N E T R A T I O N T O ;i i iii Q � � � � � N
<br /> BEAp� PER PLAN BEAM PER PLAN LSTA24 W/(18) 10d ' , q ii' I Iij o o Q � � �
<br /> SIF��SON CC66 COLUMN CAP BEAM PER PLAN � RI�9 AT 24 Q.C. �i� i„ r
<br /> B E A M P E R P L A N 1t � � . � S T A G G E R E D. �I A Y 6 E �
<br /> W 2 5 8 DIA. TO POST dc ' REPLACED �!/}�"�J THROUGH "� �" � ��
<br /> (4} 5/8" DIA. TO BEAMS SIMPSON ECC66 COLUl�N CAP BOLTS V�/4tiA�SH�RS. ' ' a � �
<br /> I ()(5/8/DIA.i TO T E POST & � Q SIMPSON DTTI Z � 4 LOC'S I � w o
<br /> - A: FLUSH BEAM B: DROPPED BEAM EVENLY DISTRI�UTED ALONG DEEC�C � � �
<br /> WOOD POST I�OOD POST AND ONE W1THlN 2" OF EACH D w
<br /> SCALE: 3/4 '= 1'-0' . PER PLAN � , w , P� P�� SCRE�W/R�M NS 4�EI�BED�& LAG Q ` • �
<br /> SCALE: 3/4" = 1�-0" SCALE: 3/4 = 1-0 SCALE: 3/4° = 1'-0" )SD �9X1-1/2 . z Z � ± ,
<br /> ° � o
<br /> 6 TYPICAL CONNECTION TO WOOD BEAM 8 TYPICAL BEAM TO POST CONNECTION � � �
<br /> ❑ 9 TYPICAL BEAM TO POST CONNECTION a
<br /> ❑ 10 TYPICAL DECK DETAILS > o .
<br /> ❑ W
<br /> � �
<br /> W
<br /> � z � �
<br /> PT 2X10 CAST L.EDGER �d PER SHEARP ALL SCHED. � � o a � .'
<br /> r » � SHEATHING NAIUNG � v� w g Q
<br /> 1 j2 D I A. X 6 E X P. A N C H O R S E E D E T A I L 1 2�6.2 F O R PER SHEARWALL SCHED. � � � v
<br /> �
<br /> AT 32" O.C. JOIST TO LED G E R CONDITION PLATE NAILING = � o F- W •
<br /> �
<br /> PLATE NAIIJ(dG PER SHEAR�J LL SCH E D. o � w w � .
<br /> �2� �i CONT. — c� o � n. � .. .
<br /> OOR 0'-0° � `
<br /> �i � F I N I S l i G R A D E �-�-� z .r M N w .
<br /> � ,� _ GARAGE S.O.G. I nf
<br /> � I
<br /> � i . ,
<br /> � LUS210 IP�/ 10dX1.5 INTO _,_.,.__------' �s�i"'� _,__e,_-- I � .;
<br /> SEE 1/51.2 FOR BALANCE � �� � � I � � .
<br /> � �,�i I �� � e .
<br /> � ( .
<br /> - JOIST BEARING CONDITION � �
<br /> � � ' � , ;
<br /> SHEATFIING, NAILING � � 0 � . �
<br /> (2) �5 COidT. PER SHEARWALL SCHED. j e
<br /> 0
<br /> • ' �
<br /> � I
<br /> . (
<br /> ui • � ' � � l SHEATFIING, NAILIidG �
<br /> I - � • � PER SHEARWALL SCHED. .
<br /> � . ''
<br /> � WALL HEIGHT HEEL TOE BASE DEPTN DOY�LS VERT. BARS THICKNESS , . : • � � �
<br /> 12 TYPICAL JOIST TO LEDGER � . . � � � . r � .
<br /> � • � 0' TO 2'-0' 0'-4" 0'-4" 1'-4" 8° �4 � 16" �4 � 18" 8" � �� � _ �
<br /> � ° .
<br /> r . . 0 �� ,. .
<br /> 2�-�� 1 O 4�-O� O�-Cl� O�-4b ��-V� �U' �� � �C7� � � �8� �l" �„_ f e
<br /> � _
<br /> �
<br /> �� �-���- ♦ � T p p, � , ' 1 w . . v
<br /> 4�-�� IO 6�'U� ��-2" O�-V� 2�-6� �U� �I' FY �2° �4 � �Y G7� ' � - • � _ '�
<br /> , i i , � .
<br /> , � i . �
<br /> -I I I�.� ' � � ' I NOTE: SLAB ON GRADE AlUST � �
<br /> Y � � � � = 6'-1' TO 8'-0° t'-8" 1'-0" 3'-4" 12' �5 � 10" �'i � 10" 8' . �
<br /> i i 2" �R' 2" CLR. BE IN PtACE PRIOR TO ANY �
<br /> ' • ' • ' " , • , • • • • • ' �—� ' BACKFlWNG GREATER THAN �"'� �
<br /> � � . .. '� 8-1 TO 10-0 2-6 1-4 4-6 12 �5 � 8 �5 � � 8 • C�...� .
<br /> ~ 6 FEET IN HEIGHT �
<br /> � � FREE DRAINING � • � :� .
<br /> ' � ! M / Y 1 p � A f p f N p »
<br /> r VERTICAL BARS = 10-t TO 12-0 2-6 1-4 4-6 12
<br /> i
<br /> w �5 g 5 �5 � 5 8 BACKFlLL PER . . ' ' �. 4� �,
<br /> SHEATHING, NAIIJNG � ' I P� S�� GEOTECH. ENGR. r �
<br /> i
<br /> i i VERTICAL BARS �
<br /> BEARING AND/OR SHEAR �9ALL PER PLAN �c �� � AND ANCHOR �OLTS . � •'� �( � ��� p�� . . ' I� PER SqiED. � •� � .
<br /> i PER SHEARWALL I� . (I LAP 1�/ DOWELS �
<br /> SCHEDULE • � HORIZ BARS I U
<br /> t HORIZ BARS � o .F.�
<br /> i
<br /> ii � 2X/3X PLATE l�/ 11/16" � � 12" �4 � 10" O.C. ' .� ., ,
<br /> �5 � 12' �4 � 10" O.C. +-� �
<br /> P.T. SILL PLATE �' � DIA. HOLE (NON-TREATED) •� ` DOP�EL BARS ' . � . � 'r ° �
<br /> I I� DOt�'EL BARS � �
<br /> � 1X P.T. HEb9-FlR PLATE � PER SCHED. ' �
<br /> • , � ; N�/ 1" DIA. HOLE . ' � � ' � �4 BAR: SPACING � �
<br /> �4 � 48 O.C. FlNISH GRADE ; i i �� I PER SCHED. ,� � .
<br /> �rn'� i1.-��1 � FOUNDAiION_. . • I . . �. '
<br /> ' I TO MATCH DO�.�E ''"'i � �'
<br /> ' a a � • . . � DRAI�V ' FOUNOATION ' I � � � O
<br /> ' ,�• .• � ,. d •. °� , .a• ' d o � � �� li�:�, . � � � �a ' '�"BY OTHERS� . : ili z DRAIN ' . ' • . LOOR 9'-11 � � � ' .
<br /> � .. .,� .a � � � � � ���� � � . . _ r( ii� � . � BY OTHERS _ . • .� �I ��i � � ^ �
<br /> - _ .� ��a� �� — � __�_ � � � NOTE: SEE DETAIL 16/S6.1 FOR RETAINING . . � �. � . � �� �� � � � o �.
<br /> ��' T�
<br /> _��I_ a . . .m �a�a I I I—' g =� � �,�,� I . � �, ,—.� � �— ' — ----------- --- �
<br /> a .e ;. � • • i • �'� � WALL AT BASEMENT FLOOR WITH CRAWLSPACE • • • � • • --- � � �
<br /> �� . �
<br /> 1'-6" t2) � 4 CONT. oo z ° ° � � � •�
<br /> LAP 2�-6" FOUNDAl10N d- � � n °�,.�' �� . ��� o : � I o � � �, � �
<br /> ��� DRAIN � '�. . �:.�,- _ �:� � � (� a .
<br /> �,
<br /> � _
<br /> 0
<br /> 6Y OTHERS ,,� . •` �°�. a . � � ——�——— r . :
<br /> � �5 � 12 AT TOE M f a v
<br /> "�° � � � � HEEL 8" TOE �5 � 12" AT TOE � �
<br /> SCALE: 3/4' = 1�-0� SCALE: 3/4" = 1�-Q' 1'-4" SCALE: 3�4" = 1'-0" BA E HEEL 8" TDE � �
<br /> BAS
<br /> � - 16 TYPICAL THICKENED SLAB FOOTlNG 17 TYPICAL EXTERIOR FOOTING SECTION 18 e �
<br /> ❑ TYPICAL CANTILEVER RETAINING WALL SLAB ON GRA �
<br /> ( DE BASEMENT)
<br /> :, .
<br />
|