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<br /> � � � � Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> Wx SHEARWALL PER 12/S4.1 - �` � � 3�S4.2 •
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<br /> . XX HOLDOWN � (E) RIDGE . ` � , GL 3�/8x,12 GL 3�/sx12 J � � `
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<br /> ' . DO NO SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. I.. � - - - -- ;-- , » ;, ;� , �� � � - �„ X �
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<br /> 2. CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR EXISTING STRUCTURE AS REQUIRED � � I , � . �o� G �. N ; REvisioNs DATE DESCRIPTION
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<br /> ; UNTIL ALL FINAL CONNECTIONS OF STRUCTURE HAVE BEEN INSTALLED IN ACCORDANCE , = x I = , ' °c �,�`�Pc,�', _ ' (3) LVL 13/ax3�/2 '
<br /> � WITH THE STRUCTURAL PLANS. � ; . .. .:.... ... . . , _ ` 1` 1� � � '� � ', @ 16"oc
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<br /> � " " � � 3. TYPICAL WOOD ROOF FRAMING CONSISTS OF 1 2" CDX PLYWOOD, FACE GRAIN � : �� I � � . � � ; ; �, WP W/ SLOPED
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<br /> � PERPENDICULAR TO SUPPORTS OVER RAFTERS PER PLAN. NAIL SHEATHING WITH 8d AT ` , � � � � ; � �� TOP FLANGE
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<br /> 6 o c E D G E S A N D O V E R S H E A R W A L L S, 1 2 o c F I E L D. S E E P L A N S F O R A D D I T I O N A L R A F T E R � �� � � . � �t ��
<br /> `' ' REQUIREMENTS. � ; ; , v; ; � ��Q G�Q �F, � 2x12 C� 24 oc, TYP
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<br /> � , � 4.�MANUFACTURED LUMBER� PRODUCTS (LSL, LVL,� PSL, GL) SHALL BE INSTALLED WITH A � ��:,���,:�
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<br /> � I � I� � � MOISTURE�CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING ��� � ��� ,�� � ��� � � � ..—..—.._ i ��— —�� �—��—��— — � � � � � �
<br /> I � � CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM '.. : : ; � - - - - - - - - - - - - .- i `
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<br /> I � , W4 W4 i W4 4 S4.1 - W4 4 S4.2
<br /> , � I EXCEEDING 12�. ' ' ' ' � / � / ' ;
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<br /> ' ' �� �' � � 5. "W_"INDICATES NEW PLYWOOD SHEAR WALL BELOW FRAMING SHOWN. REFER TO SHEAR - � �
<br /> �' � i ' ��� WALL SCHEDULE DETAIL 12/S4.1 FOR WALL ATTACHMENTS. ALL EXTERIOR WOOD FRAMED CS16 =x 3'-0" FROM (2)2x8 HDR, TYP CS16 ABOVE & CS16 x 3'-0" FROM
<br /> i, ! . i �, WALLS ARE W6, U.O.N. (�) TOP PLATE� TO ,BLKG. AT NEW DORMER BELOW WINDOWS (E) TOP PLATE TO BLKG. issuaNCEs ,
<br /> ; AT NEW SHEARWALLS PER 8/S4.1 AT NEW SHEARWALLS
<br /> � �I� � ; �' 6. ALL WOOD HEADERS SHALL BE 2 2x8, U.O.N. PROVIDE 2 BEARING STUDS AT EACH END i oATE DESCRIPTION ,
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<br /> ��I '�� � OF ALL HEADERS AND BEAMS U.O.N. � � � � �� � � �
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<br /> �'; i ; i I 7. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL BEAM TO �
<br /> , ,j � , i �i ISOLATED COLUMN CONNECTIONS U.O.N.
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<br /> 'I ' " 8. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL
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<br /> '; i ;� � � CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. � � �
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<br /> � � ; �I 9. REFER T0 GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
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<br /> � '� ; � ; SDCI PROJECT#: SDCI PROJ #
<br /> i1 � � � PLOT DATE: December 1,2017 � �
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