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I II Il � I II I � <br /> � <br /> � ( I � � � � �--======--====-- � L= = = = = _ = ___ _ _ = = = � I I I f I � <br /> ( I WALL BELQ I I � i - - � � � 1 1 I I ( � � � � <br /> � � I � I II I � � � �' � <br /> � ..-, � <br /> � - - - � ��-==_ - - - -==T� r i I � � I I I � � � � U <br /> 3'_p„ �� � I � � I � � I II I � � c� � � <br /> � I � I � � � � � II I � .� 4� � �r � <br /> �`�` I L�===_�-� � � � I._ �_-=� II I ! I v� �' V� � o � �� <br /> 2 LINE OF PARAPEi' � U ( � ( I � � <br /> +' CC3 v o, r� <br /> T j <br /> N �1 � bp Q,� U <br /> �33.Z `•� � � � � � �L, U a� .� <br /> � �s � <br /> � .� j 1 � � I I I f � �s ,� W � � <br /> '�� S3.3 � �1 n n n I I I I �. O � +-� r-, � � <br /> u l 1 � � � n 12 II II il I 12 II III � � o � � w w <br /> - - S 3.3 S 3.2 � � S�.� I I I I I I S 3.2 I I I � <br /> #2 DF 4x10 FLUSH C� � SIMPSON #2 D�' 4x10 FLUSH � � I ( ( I I I I ( I � <br /> = 1�41� � � � ) � f � � � � � � � � eagne '' RE <br /> SIMPSON A35 � CORNER ,;� I HANG�R L - - - .- - �1- - - - - - I I I I I — — — — — —��— � 1-r — C brawn sy LMG <br /> AT EYEBROW: #2 DF 2x10's � 12" O.C. ____._ ',; — _ - — - — - � � " � <br /> �� � #2 D 4x1 FL SH � � ROOF �HEATHING: <br /> #2 DF 2x10 STRUCTURAL FASClA » � N MS <br /> cne�ea ay <br /> #1 DF 6x6 POST W/ I WALL BELOW l�Z PLY OR �s OS� SPAN RATED oate <br /> ( � 24/16 OR BEfl'�� NAIL W/ 8d p6-29-18 <br /> SIMPSON AC6 ONE SIQE � � � � � <br /> #2 d� 2x1t? ROOF RAFTERS � 24" O.G � � � ( COMMONS � 6" O.C. EDGES & 12" <br /> ALIGNED �2 �F � ( ( I I I I ( ( I � � O.C. FIELD. SHEATWING SHALL LAY <br /> 2x10 RAFTER UNQER # �- x�p LINE OF PARAPEf � PERPENDICULAR TO FRAMING <br /> 4 PAF2APEf �RACING <br /> F US _ �1_ 6x PO T W/ - - - - - -_... � _. �l � � I� -1 <br /> 53.2 SIMPSON A35 C� -` T - - - r SIMP ON CE4 QNE SIDE- - - _ _ — � � � — — — ^ — — — — — I <br /> 4x1Q TO STRUCTURAL 1 �..�....__ � ,. ..� �ry� � _ - - ---� - � -- - - - <br /> FASCIA EA SIDE �: ,-�-m;; , ;, � ��F -4.°.,� ,y- . , ,,,; � 4� ;W, - � - <br /> � � ,,,���;��',��;� '� .r�=.�� �'�:• „^'�� .�t:FS��`fte., �����`%h',�� �.�... :c..s. s� . � � � O ��`�� S�� <br /> � -- -- SON ST37 S IN � �°F w`�I q <br /> �1 D F' 6 x 6 R O S T W/ S I M P S O M S T 3 7 S T R A P I N 1 S I M P M T R A P C� ���,�s N c�, � <br /> SIMPSON AC6 �NE SIDE I �IMP50N A3� � 3'-fl" (2 STUQS TO WALL (2) STUDS TO WALL � <br /> S I M P S O N L S 2� � C O R N E R B E L O W �S E E D E f A I L 6/3.2 B E L O W S E E D E f A I L 6/3.2 3 ' � � <br /> SIMPSON A35 � CORNER HANGER5 lYP � <br /> AT EYE�ROW: #2 pF 2 3 5 S 3.2 � <br /> SIMPSON LUS410 #2 �F 2x� 2x14's � 12" O.C. S3.2 I A �f�,;, 20 0 � <br /> S T R U C T U 5 3.2 S 3.2 � t((. S ,l�' �Q <br /> H A N G E R T O 4x 1 0 0,��--�t.rt,l, rr � � <br /> � FASCIA O 2 � �':'{���:`�<::`n - SHADING INDICAT'ES �HEP�RWALL SS/pNA� �N <br /> ;�.:�:z�;-;>>:�� <br /> 06-29-18 <br /> � � ALL NEW 2x WOOD STUD WALLS TO <br /> S3.2 BE �2 DF 2x6 � 16" O.C, UNO <br /> UPPER ROOF FRAMING PLAN P�°;e°t "�mbe� <br /> 3 f 1�" = 1'-Q" - TYPICAL SHEARWALL CALLOUT. SEE 18313 <br /> � 1/S2.1 FOR SHEARWALL ELEVATION <br /> Sheet Number <br /> ��.1 <br /> 5 Of 7 <br /> � � <br />