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��, �, <br /> � P, p,� • ::, <br /> ��v dF W AL yI'�,c�� ' <br /> �� ,F � O � <br /> CL SPLICE (NO SPLICE WHERE 2x dOIST �0,��'�r zso24 ��`��t�,�" <br /> . ' <br /> BEAM IS CONTINUOUS OVER PER PLAN �`�, �� E� vti <br /> COLUMN� SIMPSON ST2215 FLUSH HEADER OR `�lONAL E� <br /> � TOP C� EACH END A35 FRAMING CLIP <br /> BEAM PER P�AN <br /> BEAM PER PLANS ' <br /> HEADER OR BEAM <br /> PER PLAN 9� SIMPSON ST2215 <br /> MIN ' � ., <br /> ' � ' � (4) 1Qd TOENAILS, TYP BUILT-UP COLUMN <br /> • . ,. <br /> • � • • ECCQ COLUMN CAP � � - (2) STUDS MIN � N <br /> . � ( . � � . � • MI�DI HEIGHTKIWH RE HEADER PER PLAN 2x4 OR 2x6 �' <br /> J <br /> • ( • • ' WALL HEIGHT W/ (3) 16d EA END STUDS � 16"oc � > o M� <br /> — — — - — — — DOUBLE TOP Z <br /> PLATE EXCEEDS 8'-0" � Y ��M V . <br /> C C Q C O L U M N C A P BUILT-UP COLUMN, (2) 1 6 d � 1 2°o c, T Y P � N�o�N <br /> BUILT-UP COLUMNS W � N� � <br /> STUDS MIN W/ (1) FULL � � �;o� <br /> ECCQ COLUMN CAP POST PER PLAN (2) 1od � EA END HEIGHT STUD 6" WHERE NO � �, � �N <br /> HOLDOWN HOLDOWN PER PLAN m � v�a�i � <br /> ANCHOR BOLTS PER CALLED OUT � <br /> (4) tOd TOENAILS, TYP SHEAR WALL SCHED � ,<�� <br /> POST PER PLANS � � � <br /> u � � �� z z � <br /> � o � a � <br /> SPACING PER 2 SW AB —J � J <br /> SW SCHEDULE ACING TO HD � � � � <br /> Q � <br /> m W � <br /> a � <br /> Cn `� <br /> � � <br /> 0 � � <br /> � <br /> 0 c� � � <br /> � <br /> � `� <br /> 0 " � .� <br /> 0 � <br /> � <br /> BEAM TO WOOD POST 14 TYP BM TO WALL CONNECTION 7 TYPICAL STUD FRAMING DETAIL 1 � '� � <br /> a � ��l .. <br /> (8) 16d NAILS EA SIDE OF SPLICE ` � �, <br /> NO BOT SPLICE IN THIS AREA . <br /> 2x4 STUDS 2x6 STUDS 4'-0° MIN 4'-0° MIN 03.28,17 Review/ <br /> 16d � 12 oc „ 16d � 12 oc EXTRA STUDS AS Coordination <br /> , , 2x6 PL STAGGER, TYP MIN STAGGER, TYP SHOWN, SEE PLAN FOR 06.22.17 Permit <br /> JOISTS PER PLAN W/ SIMP U TYP ADDITIONAL POSTS AND <br /> FACE HANGER OR SIMP 'JB' TOP 2x4 PL . . , , . . . � . , . . . . , . TYPICAL POSTS UNDER BM <br /> BEAM FIANGE HANGER 6x8 HEADER, ' ' ' ' ' ' ' " ' ' � ' � � ' � ' <br /> PER PLAN UNO PER PLAN <br /> EDGE NAILING <br /> NOTE: (2) 16d EA SIDE OF PYEPR SW SCHED, <br /> BEAM OPP SI�E USE � ALL EXTERIOR WALLS BOTTOM PL SPLICE <br /> SEE PLANS 4x8 HEADER, AND INTERIOR WALLS IN LINE PLAN <br /> W SHEAR WALLS ` �`.,s <br /> UNO PER PLAN � <br /> PER PLAN 3Y 5� BOTfOM PL SPLICE CROSS WALL 11iRU WALL <br /> TOP PL SPLICE <br /> AT STUD CL, TYP AT STUD CL, TYP EXTRA STUDS AS SHOWN, .. <br /> NAIL STUD TOGETHER SEE PLAN FOR ADD'L ' <br /> Wj16d @ 8°oc, TYP POSTS & TYP POSTS <br /> UNDER BM <br /> --- - - - - - - - - - - - - - - - - - - - � — . <br /> USE SIMP HUTF 3rd P� WHERE REQ D <br /> CROSS WALL PLAN CORNER PLAN <br /> HANGERS, TYP <br /> UNO ON PLANS `'` � <br /> ELEVATION ` ';:� �, <br /> U <br /> � z � <br /> D WALL T P PLATE SPLICE 5 TYPICAL SHEAR WALL INTERSECTION 2 � � � <br /> JOIST TO BM & BM TO BM CONNECTION 11 TYPICAL SOLID SAWN HEADER SECT14N 8 STU O W Z � <br /> � ° � . . <br /> � � U <br /> O C/� � � ;� <br /> Z � � , <br /> a� � <br /> L FTG � <br /> � � '� � .. <br /> � z �„� <br /> � <br /> ► � � � <br /> o � . <br /> RISER & TREAD �•..,� � C� � ` <br /> SEE ARCH Z � <br /> I I � Q <br /> HGAMIOKTA W/ � "� � �, � � <br /> (4) SDSY"x1Y" TO STRINGER � � z j <br /> & (4} Y"x1%" 11TEN 2's TO '�. W N ° <br /> CONC EA STRINGER LANDING JOIST OR � � � <br /> I F�OOR JOIST � � m <br /> SLAB ON GRADE NOTCHED STRINGERS PER PLAN J � <br /> PER 6 S4.1 <br /> � � �3 � [� N o � <br /> � SIRINGERS � �i N � (y W � <br /> ° o° °oo° � � °oo° °oo° °o �o PER 6/S4.1 � HEADER "�+ �" � N . <br /> � 00 000� �1 00 oa0 � PER PLAN � � W � <br /> _ _ J o <br /> . . 1 N <br /> M� LUC26Z HANGER 1% LSL STRINGER LSCZ HANGER �`'" � � <br /> EA STRINGER � 14"oc (3) TOTAL � � T <br /> � ` , <br /> LANDWG JOIST OR <br /> 1'-2n FLOOR JOIST <br /> HEADER ' <br /> PER PLAN <br /> S4 . 1 � � <br /> TYPICAL BASE ON STAIRS 12 STAIR LANDING 9 STAIR LANDING 6 3 : � �� <br /> `. <br />