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<br /> nickerson engineering
<br /> 2221 Everett Ave#202
<br /> Everett,WA 98201
<br /> 425.610.4425
<br /> �c Nickerson Enqineering,LLC 2018 These
<br /> drawings were prepared for the"LEACH
<br /> RESIDENCE"project in EVERETT,WA.
<br /> @ (E) � 6 �/ 7 ..�(P� They are not intended for use on any other
<br /> GARAGE project.
<br /> ROOF `S4.1 ��'J4.� F�ooR — ALL EXT WALLS 5 � Stated drawing scale is based on
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<br /> / SW1 MIN UNO 53.0� s6��X24��sheet.
<br /> _ __ SW2 (4'-6") -��, s�. ���
<br /> � lL (1} CS16 � — ' '; !: �. _ �-- � (1� � .
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<br /> ' ^ � w GARAGE 6 � PER NOTE 2 , � � �s�r �,��� ��y
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<br /> � `�'J ��'J ' +�`' ��_��-� _— -___ SW4 (2'-8")
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<br /> � FIELD VERIFY PLYWOOD � '�.�0 O ¢ O p m ; ! I
<br /> SHEARWALL PER SW1 '9����, � _, � ,� �
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<br /> MIN @ (E) NORTH WALL) a Q � a- Q ; W
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<br /> - � � � � � �� � UPPER FLOOR FRAMING PLAN � W �
<br /> � I ; � m � m � ', I SCALE: 1/4" = 1'-0" z � N
<br /> �� � FIELD VERIFY OR ; � j U w � U� ��C � 0 � �
<br /> PROVIDE (2) 2x8 � o x � � x � Q Q
<br /> � � ��� UPPER FLOOR FRAMING NOTES o �
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<br /> �� W ^ N � � � 1. DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. W Z �
<br /> �-(E� 2XH @ 16 O.C., LL' `� � I � , 2. (NEV1n FLOOR SHEATHING SNALL BE 3/4"TONGUE AND GROOVE A.P.A. RATED (Y ¢ I-
<br /> ; Q/� .� PANELS (EXPOSURE 1, SPAN RATING 48/24). GLUE&NAIL @ ALL FRAMED PANEL = � �
<br /> '� ��' E BEAM EDGES WITH 8d @ 6"OC AND TO ALL INTERMEDIATE FRAMING @ 12"OC.
<br /> I �i � � � 1� � 3. (NE1l1n FLOOR JOISTS SHAL.L BE 11 7/8"TJI 230's @ 16"OC U.N.O.. TYPICAL JOIST (,� N Ij
<br /> ' ', '� ' HANGERS TO BE SIMPSON ITS OR IUS, U.N.O. �
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<br /> 4. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2)2x8 MINIMUM. PROVIDE W
<br /> (2)TRIMMER STUDS MINIMUM @ EACH END OF ALL HEADERS U.N.O. ON PLANS. SEE J
<br /> ! ' � �r� �__-- -_ - DETAIL 4/S4.0 FOR TYPICAL INSTALLATION.
<br /> -� �� � I �— '� ' 5. PROVIDE (2) STUDS MINIMUM @ EACH END OF ALL BEAMS U.N.O.. BEAR BEAM FULLY
<br /> � � � � I � ON BUILT UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4
<br /> , CLIPS ON EACH SIDE OF BEAM OR WITH AN AC, PC, OR LPC CAP. SOLID VERTICAL
<br /> i ' GRAIN BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS
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<br /> TO CONTINUOUS SUPPORT BELOW. �
<br /> I, j l I j� � ! 6. SW#(X'-X") iNDICATES SHEAR WALL TYPE AND APPROXIMATE LENGTH. SEE 1/S4.0
<br /> � � L� �1_ ,
<br /> - - --- ---� - FOR CONSTRUCTION REQUIREMENTS.
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<br /> 7. ALL EXTERIOR WALLS SHALL BE SW1, U.N.O..
<br /> � � i � �� 8. TYPICAL TOP PLATE CONSTRUCTION PER 3/S4.0.
<br /> 9. (X)C S 1 6 I N D I C A T E S V E R T I C A L H O L D-D O W N S T R A P @ E N D O F S H E A R W A L L A B O V E.
<br /> , � � '���� � — — — — — — � � (X) INDICATES STRAP QTY. SEE DETAIL 8lS4.0 FOR INSTALLRTION REQUIREMENTS. �
<br /> ,-�� 10. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
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<br /> ' ' No. Date Issue
<br /> , A 10.17.18 Preliminary
<br /> ' 0 10.22.18 Building Permit .
<br /> , ', 1 12.03.18 Revision
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<br /> Sheet Contents
<br /> UPPER FLOOR
<br /> FRAMING PLAN
<br /> Job No.
<br /> 18-060
<br /> Sheet No.
<br /> �.��� 'l)� �,�'��� �� ■
<br /> �������� ��� ������:
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