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<br /> ATTACH NEW BEAM TO EXISTING POST �IONAL �'
<br /> 2x6 OUTLOOKER �N�SIMPSON HUC HANGER
<br /> CUT EXISTING RAFTERS BACK TO BLDG LINE,
<br /> � 16" O.C.
<br /> 6x6 POST,ATTACH BEAM (E) BUILT UP BEAM TO BE REPLACED PROVIDE NEW BLOCKING AND PARAPET WALL
<br /> � TO POST W! WITH NEW BEAM SHOWN. CONTRACTOR PER
<br /> SIMPSON CCQ5-6 DS2.5 TO PROVIDE SHORING AS REQ'D.
<br /> W x q F B CONTRACTOR TO VERIFY EXISTING C D G E F ''
<br /> G . —_—— (E) (3)2x6 POST
<br /> ROOF ELEMENTS ARE PLUMB PRIOR S2.2 �
<br /> S2.1 TO INSTALLING NEW BEAM. SNUG NEW
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<br /> U o S2.1 BERM TIGHT TO ROOF ELEMENTS � '
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<br /> (E) CANTILEVER BM,A SUMED 5 1/8x12 - �j w �
<br /> CONTRACTOR TO VERIFY POS TIVE CONNECTIO ' � a � � C'7
<br /> W/6 FT CANTILEVER AN T K N � ; : ' W'6 �
<br /> CONTRACTOR TO VERIFY AND NOTIFY ARCH BETWEEN TRUSS BEARING ANp BEAM EXIST.�NOT � ' ° � ' � �
<br /> ' ��� SIMPSON H2.5 AT EV RY TRUSS TCl BEAM � � � Q � _
<br /> PROVIDE
<br /> OR ENGR IF OTHERWISE W!NEW FINDINGS. � � � ,� W , �
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<br /> Y CONTRACTOR T�VERIFY(3) 2x OR 4x POST MIN � � (E) 2x12 16" oc (E) 2x12 16" oc � • �
<br /> v WITH (2) SIMPSON MSTI 36 VERTICAL STRAP FROM � ,� x �' � FIELD RIFY FIELD V RIFY � w � � CU
<br /> m BEAM TO 2x OR 4x EXIST (ONE EACH SIDE). IF NOT, � � ; (E) BUILT UP BEAM TO BE REPLACED M � � m ; ' ��
<br /> PROVIDE 4x POST W/SIMPSON NOTED ABOVE � : w = �
<br /> Z WITH NEW BEAM SH011VN. CONTRACTOR co O (9 __ °J° , __ __ _ _� >. __ __ __ __ __ __ `��' � �
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<br /> � TO PROVIDE SHORING AS REQ'D. � o p '� ti .
<br /> o i CONTRACTOR TO VERIFY EXISTING i pp W �j o\Xo � � " S2'2 � � '
<br /> o � � ' ROOF ELEMENTS ARE PLUMB PRIOR �` � � �- � � o � f � t�f} � .�-U.
<br /> � � TO INSTALLING NEW BEAM. SNUG NEW u7 V � � � � ��� � N �
<br /> ' BEAM TIGHT TO ROOF ELEMENTS, TYP X Q � � t' oo ; '� � � `"'
<br /> � ' FOUR LOCATIONS WHERE NEW BEAMS ; � � "' _ ° N �
<br /> ;l-1' � ARE CALLED OUT � "' � � � � �,
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<br /> ��i ATTACH NEW BEAM TO E ISTING POST a � ' -
<br /> W/SIMPSON ACE MAX, TYP EACH END
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<br /> ' N a ' FIELD VERIFY FIELD V RIFY ;`� �� � � �
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<br /> � � ,� � NOTE: PROVIDE DBL KING STUDS AT EACH �� � ' �5 � �
<br /> s � END OF GLB AND 4x BEAM WHERE OCCURS, � - ` Q ~
<br /> � � � � � (N) 4x6 POST ALIG � � ; � � L.L� �
<br /> � , ; I � w/EXISTING POS � m � � ATTACH BEAM TO DBL STUD w/SIMPSON N
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<br /> BELOW C9 , , ACE MAX EACH SIDE, SEE DET DIS2.2,TYP (E) 2x12 16" oc (E) 2x12 16" oc
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<br /> � . ' ATTIG ACGESS PER ARCH � (E)6 POST r � =� FIELD V RIFY FIELD V RIFY � O p �
<br /> cx � � , LOCATE BETWEEN EXISTING � � w o „ m� �r ;�
<br /> � N„ , ' TRUSSES, DO NOT CUT EXISTING � � � � & �� � "L 4. N N W
<br /> ' TRUSSES FOR OPENING � i * �
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<br /> (2) 2x6 EACH SIDE OF OPENING, m �n � ` °� � �
<br /> ATTACH TO TRUSS BOTTOM CHORD ' � 3 ,.
<br /> W/SIMPSON U HANGER,TYP d M� 4 ¢
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<br /> ' ROO F F RAM I N G P LAN �� LEGEND REVISIONS:
<br /> ; .
<br /> � NOTE: CONTRACTOR TO FIELD VERIFY EXISTING WALL SHEATHING NOTED ON AS TYPE 'W6'.
<br /> ' ADD ADDITIONAL NAIL TO EXISTING SHEATHING TO COMPLY WITN SHEARWALL TYPE 'W6'.
<br /> i 1.) DO NOT SGALE DRAWINGS. 1/4" = 1'-0"
<br /> ; ALTERNATELY, NEW SHEATHING CAN BE PLACED ON THE INTERIOR TO COMPLY. 2.) VERIFY ALL DIMENSIONS IN FIELD. � DENOTES SHEARWALL CITY OF EVERETT
<br /> i / � � 10.�gR8CTIONS1
<br /> >
<br /> NOTES:
<br /> ,
<br /> 's 1) THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF ,
<br /> i INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR
<br /> ; MUST FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND
<br /> ! ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR
<br /> ' TO MODIFICATION.
<br /> ADD .
<br /> ,
<br /> �� 2) DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWWGS �HO�J4
<br /> > FOR DIMENSIONS. �
<br /> � DATE: 08.20.18
<br /> �
<br /> � DRAWN: KC
<br /> ` CHECKED: C. BURT
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