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<br /> nickerson engineering
<br /> 2221 Everett Ave#202 '
<br /> Everett,WA 98201 ,
<br /> 425.610.4425
<br /> �c Nickerson Engineering,LlC 2018 These
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<br /> / � drawings were prepared for the"LEACH
<br /> // RESIDENCE"project in EVERETT,WA.
<br /> They are not intended for use on any other
<br /> � �2� 2/��2 BEL�V V � project.
<br /> 2 DORMER SIDE WRLLS ALL NEW EXT WALLS `�
<br /> � Stated drawing scale is based on
<br /> ��� ��� ��� ��� 36"x 24"sheet.
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<br /> � STRAP ABOVE&EiELOW � ' �� � �
<br /> WINDOW PER 9/S4.0� I r --'
<br /> pAUL 1 y�
<br /> r> � - � ''� � $WZ �2�-���� � ����� c'�
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<br /> � � (2) 2x12 RIDGE �� srRaP aBovE& BE�ow ��� �� ��:-:��� � ��
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<br /> BEAM � �
<br /> -- -- WINDOW PER 91S4.0
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<br /> S4.1 I � �� 2x12 @ 24"O.C., TYP `� �
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<br /> I -- -- _ -- -- - - --- �STRAP ABOVE& BELOW
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<br /> � _ 5 � WiNDOW PER 9/S4.0 �
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<br /> � � � � := (2) 2x4 KING POS %
<br /> sT�,P a�ovE&BE�ow I '�� c:i � ��� SUPPT'G NEW RIDGE B SWZ (2'-0") <
<br /> WINDOW PER 9/S4.0 � � I '�
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<br /> 4 TOP & BOT �
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<br /> - � -J � -- ROC�F FRAMIN
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<br /> ,� W � ' W '� I SCALE: 1/4" = 1'-0" W 'L �
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<br /> ; I , P � ROOF FRAMING NOTES (� p �
<br /> � < 1. DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. W Z�
<br /> �
<br /> / / � \ 2. (NEV� ROOF SHEATHING SHALL BE 1/2"A.P.A. RATED PANELS (EXPOSURE 1, � � �-
<br /> i / , \ '
<br /> � _ SPAN RATING 32/16), FACE GRAIN PERPENDICULAR TO SUPPORTS OVER = � �
<br /> , ROOF FRAMING PER PLAN. NAIL SHEATHING @ ALL FRAMED PANEL EDGES
<br /> i --- J ' WiTH 8d @ 6"OC AND TO ALL iNTERMEDIATE FRAMING @ 12"OC. U o � .
<br /> � � 3. (NEV� ROOF FRAMING SHALL BE 2x12 HEMFIR NO. 2@ 24"OC N W
<br /> �
<br /> � (E� RIDGE - PROVIDE SIMPSON LSSU HANGERS. �j,�
<br /> > � OVERFRAMING TYP TO BE 2x6�S 4. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE(2)2x6 MINIMUM. J
<br /> ! Z4��OC w/VERT SUPPORT TO PROVIDE(2)TRIMMER STUDS MIN @ EA END OF ALL HEADERS U.N.O.. SEE
<br /> @ I I I DETAIL 4/S4.0 FOR TYPICAL INSTALLATION.
<br /> � � ���,T�� �L� 5. PROVIDE (2) STUDS MINIMUM @ EACH END OF ALL BEAMS U.N.O. ON PLANS. BEAR
<br /> > ----� �_- c�� � ; � 3 U'���=1�10 '_,' I I I
<br /> � � , � r I ; � ' MORE THAN 4H��OC �' � � i BEAM FULLY ON BUILT UP COLUMN &PROVIDE POSITIVE CONNECTION BY EITHER
<br /> ;, - - A35 OR LTP4 CLiPS ON EA SIDE OF BEAM OR W/AN AC, PC, OR LPC CAP.
<br /> � � I I � , � � �. 6. SW#(X'-X") INDICATES SHEAR WALL TYPE AND APPROXIMATE�ENGTH.
<br /> � i � ' ; � SEE 1/S4.0 FOR CONSTRUCTION REQUIREMENT9.
<br /> � � � �
<br /> , 7. ALL EXTERIOR WALLS SHALL BE SW1, U.N.O. ON PLANS.
<br /> ' ; / � i � 8. TYPICA�TOP PLATE CONSTRUCTION PER 3/54.0.
<br /> �� /� �_���� _�� ��� i � - � /� ( � � 9. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
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<br /> No. Date Issue
<br /> I I A 10.17.18 Preliminary
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<br /> � I � 0 10.22.18 Buiiding Permit
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<br /> ____________-
<br /> � � 1 12.03.18 Revision
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<br /> Sheet Contents
<br /> ROOF FRAMING
<br /> PLAN
<br /> Job Na
<br /> 18-060
<br /> Sheet Na '
<br /> CITY �� E�ERE�"�f �
<br /> REUw��I�D FOR P�EF�N�I�'
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