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I � � o o � � <br /> Plan Notes , .. .: � � � � m � .. . <br /> � , . � y � <br /> , : �, e: (� r� w � <br /> , , . . � . . � . : . ��� I � . `.. ..`. ...:::: .:.,.. ' ��'� ,�� ., N • _ <br /> � ' . ; Z <br /> i I �/J4 L i � -� m � c <br /> . . w ..J <br /> 1 T _ _ ,; _ � � z � <br /> . ; : � ,( .. ; ., .. .', � � � � � LL, o � •� * ,`_ <br /> , <br /> ' . DO NO SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. I.. � - - - -- ;-- , » ;, ;� , �� � � - �„ X � <br /> : <br /> C� <br /> �. .. . ., (E) 2x4 � 16 0� W/.... � ; �� � � <br /> , ;2x6 COLLAR TIE�S ; � ' "' ���. . �e P�� ' \ � � ' � <br /> 2. CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR EXISTING STRUCTURE AS REQUIRED � � I , � . �o� G �. N ; REvisioNs DATE DESCRIPTION <br /> ., � ' <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 <br /> x i , PSL 5/4x9/2 ; : : <br /> ,;; , �, <br /> � " " � � 3. TYPICAL WOOD ROOF FRAMING CONSISTS OF 1 2" CDX PLYWOOD, FACE GRAIN � : �� I � � . � � ; ; �, WP W/ SLOPED <br /> � : <br /> � i� I � , . P W SLOPED- � ; X _ � � <br /> � PERPENDICULAR TO SUPPORTS OVER RAFTERS PER PLAN. NAIL SHEATHING WITH 8d AT ` , � � � � ; � �� TOP FLANGE <br /> t� � �� » <br /> I I i � . �., <br /> OP FLANGE <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 <br /> � .._ � <br /> E i � <br /> � I � �� � � � . , " - <br /> ,i ��� � � � '��9 S4.2 � � . � � �� �+ �, : _�Q' AT NEW ROOF _ <br /> ��� ,{ � ; i�� � � � � � � � _ — _. - : � - ..., ��,. . . ', - . ;' � � - I � : �,; - -- - : � � S4.L y P�-'_ � �� , _---- - � -��,--�1- - - - C � <br /> � , � 4.�MANUFACTURED LUMBER� PRODUCTS (LSL, LVL,� PSL, GL) SHALL BE INSTALLED WITH A � ��:,���,:� <br /> . , ' � . � ��—..—..�:., ..-..—.. '.—..—�.:� .._ � * � <br /> , , ;, <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 ` <br /> ,; - - - - - - - - - - - _ —;- - - - - - <br /> ' i '�� ' . <br /> I � , W4 W4 i W4 4 S4.1 - W4 4 S4.2 <br /> , � I EXCEEDING 12�. ' ' ' ' � / � / ' ; <br /> , , <br /> , <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 , <br /> � ) � ) ; <br /> ��I '�� � OF ALL HEADERS AND BEAMS U.O.N. � � � � �� � � � <br /> ; � � � , � - � <br /> , _ �<. <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. <br /> , <br /> 'I ' " 8. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL <br /> � ,; � ,I . <br /> '; i ;� � � CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. � � � <br /> ;i � � <br /> � � ; �I 9. REFER T0 GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br /> � ; � - <br /> � , 1 i� ,�� � � � � � . <br /> �� <br /> �� � � � � <br /> ;�,; ; I��� � <br /> �,�� � i� � � � � � , � � <br /> � I� � � � � <br /> � . � . <br /> o a .. <br /> C PYRIGHT B AAD AN�VELLUM LLC.ALL RIGHTS flESERVED. <br /> �I I � I I i ORIGINALSHEETSIZEIS22"x34" <br /> x,, <br /> ! SSF PROJECT#: 10539-2017-14 =' „ ;Y <br /> , � � I I ; • <br /> i , , , <br /> � '� ; � ; SDCI PROJECT#: SDCI PROJ # <br /> i1 � � � PLOT DATE: December 1,2017 � � <br /> , <br /> {� � �' � �.. ; : : ; � <br /> i � i - -- i — - --- - —--- — -- - - -- - - - <br /> , � � r � . . . �, .. _. �__ <br /> �r i . . _._ _ . _ _.. . ..... ....... . ` <br /> , <br /> � ' D <br /> � I � <br /> ' �! � i , :.... . _.. .. . .... : . , , ; <br /> � � � � <br /> � �a <br /> ��� � � � � � � � � <br /> }, ��. I, �I � � <br /> _ Roof Framing Plan . <br /> �, <br /> . � <br /> SHEET NO,: <br /> �_5� � 4 � �_3� �2� � ' � . r <br /> - - �-� Roof Fram�ng Plan � � <br /> }-: <br /> Scale:��4»_�>_�» <br /> �} <br /> ■ <br /> � "� <br />