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----- _ t wr,�,;_T __ —_ _-- . __ _ . <br /> � <br /> RNELL - <br /> �O og ��f��� <br /> � /��a <br /> ,� � <br /> �o����l� <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 <br /> -------------- ------- -- -- -------- <br /> U o S2.1 BERM TIGHT TO ROOF ELEMENTS � ' <br /> x N I � <br /> g -- -- -- -- -- -- - -- -- (E) 8x8 COL, FIELD VERIFY � ' �J <br /> � -- -- -- -- -- - I I � <br /> � (2) 2x8 BELOW 2 2x8 BELOW 4x8 4x8 � ) 2x8 _ 2W4 . (2� 2x8 2W4. . x.., r_ .r...., ._ .),2x , ._, . .._ ..,.� . <br /> � ) <br /> � _ . .,_ _ - _ _ _.. --------- ---------------- --- -- <br /> _...... ,.. . .. .,,., _.,.., .� �:�..u _ ._ :,.. �_.,.. �_� _,.:.�. .. :4.... .... ��� <br /> , ..,...,. ..�.._ <br /> . __. , � �:i� z�tt : „���'t iii ;.:. . �,� ... : . _. ...� .. ,._ , �����1 � x ���� <br /> � �w.� . <br /> _ , " _ ��� l.�_ �:. .�, _.. . ._ _ .��, <br /> ... �_ _. _ . � . .,,:.. . .--��,���� .. ���,��V�.�.b�.�.�� �.r, s ... <br /> , � �L �_v.._ .�.r ;. . �.,.�.._ _ _.�wn_� . ,�.,.��.._��. _�_ . _ ._ . � x ..��_� � ,�� :�_ � . .� ��. <br /> w � �, �S� _ � _ � <br /> � ;. <br /> H � (E) TRUSS � 1/$x1�2 GLB CONT(HIGH) °° '`2W4 2�� � <br /> S2.1 , ..-. _ . :�,�., :v . m.,�... ..t_ t. �.__�� �-s ._ . ..... ;�. . � w _..,, �� � ,_ � <br /> � � <br /> � .' � � > � <br /> � / i N � . � . <br /> (E)TRUSS / cx w ! H �; 1 s'� <br /> ,, , , n� .., .. . ., . , ..,. . _ <br /> � � <br /> Q SI O ER 4x8 , '� w "- S2.2 � <br /> , � <br /> � ,. N�. �, � ; �� � Z <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 , � <br /> a 1 � � � , � f6 Q tS') <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° , __ __ _ _� >. __ __ __ __ __ __ `��' � � <br /> -- -- -- -- -- -- -- -- -- -- N -- -- -- . -- -- -- — r . <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 � "' � � � � �, <br /> � � � <br /> ��i ATTACH NEW BEAM TO E ISTING POST a � ' - <br /> W/SIMPSON ACE MAX, TYP EACH END <br /> W y • <br /> 1 <br /> , �� .� (E) 4x POST � <br /> , � <br /> � <br /> `. f <br /> �` (E) (3) 2x12 /� 2W4 <br /> . � <br /> 2 2x8 <br /> 2 2x8 <br /> � ; <br /> � � ) <br /> � ) <br /> � - . _ . __ __ _ _ . __ _ ._ . _ <br /> ��2 _ _ -- �_� _ _ � � —-:,.� - --� __ �._ _ __ _ � _ _ —� � _ r��� �_� . . , . �,., .� .� . ,. , ����������.����. .._. � ...,_ '�� _ ____ 2 <br /> � � � <br /> R � <br /> � � � m � . <br /> , � � � � � <br /> � � N � � <br /> N ` . � ` � $ �, � ❑ <br /> �, ' (E) 8x8 COL -- - -- -- -- -- oXo . `: � � <br /> � � � � �' C'7 <br /> � � , p <br /> ROOF EDGE,TYP. ' o�Xo � � z I— N <br /> � � t- . Cn �T� <br /> M � � d O Vi <br /> � � � � � z <br /> N ; ; (E) PREMANUFACTURE ROOF TRUSSES c� 24" O.C. (E) 2x12 tGD 16"O.C. (E) 2x12 16" oc � �; c� � — O Q <br /> ' N a ' FIELD VERIFY FIELD V RIFY ;`� �� � � � <br /> ' � # I m # . <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 <br /> , � <br /> BELOW C9 , , ACE MAX EACH SIDE, SEE DET DIS2.2,TYP (E) 2x12 16" oc (E) 2x12 16" oc <br /> � <br /> � N � O Q W <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 * � <br /> r , � X w <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 ¢ <br /> � X � w �- <br /> ' (E) TRUSS 00 m <br /> � � , � . � <br /> , . � —�� . � �� , �� �r_ . � m = � � <br /> � (N} 4x6 POST � ! � � N ��� � <br /> � `� <br /> � <br /> ;0� . e . ._, . -�� _ _ _ __ — �'� ' � N <br /> �E� TRUSS <br /> � n� <br /> v � �_ _, � �_ - � _.,� e�a_�« ,.. ._� _ � . w,. � <br /> , �- <br /> s • �. <br /> :. ,. . , '� �^ ..:' r : <br /> W <br /> . <br /> � v <br /> � <br /> E � � <br /> �� .� - � � � � � z <br /> � � W �p � � <br /> -- -- -- -- -- <br /> � � WQ <br /> --�.---- -- -- �; ❑ <br /> �-� ��,, � W _! <br /> � 4 , � �2) ZXs CL <br /> , <br /> � , _. <br /> J <br /> : � � ._ _ _ � .� �1111� 11������`���1`���\\�\ti� �1\'�� :`� .' _ <br /> ; . _ _ -- _ . --- _-- —__ _—--- _ __ _ __ _ _ . _ __ _ __ _ _ . .. � . �r � � �, � � _������ �� <br /> 3 _ _ . � __ __ _ _ _ , � ���,�� �.�� 3 (� <br /> _ �' ,, � � „vs 0 7 <br /> � (E) 2x4 STUD UNDER BM. � � l� � L <br /> £ �I � � <br /> :� ; <br /> � � Q � <br /> � <br /> : <br /> { <br /> ; <br /> . Q <br /> '� <br /> � LL M � . . u �. y . . . .. .� � . . t . . <br /> 3 � � ur _ � . , ���4r_s : . . . _ . . <br /> . _ . ; . . . s. _ : . � : , . . . . . . <br /> ����.��. � _ � � �������� ���� �����.��� — -- --___--- � <br /> � � _ � ����������.����������������.._ _� �� �.���- --- - -- -- - --- _---- _ __ __-___.__ ___ _ __ <br /> ��,���.��`����`'��.���������.���`�����,��_�.����_ _ . : ��, ��� . . . .� _ _ ������.�,'��_����� . .� ��.�'��� a , . <br /> 4 _. �����,��������`a�. � <br /> ws , _ � � . <br /> _ 0 , � , I � <br /> : , , � � <br /> . ' ' , ,, , 0 <br /> L ��, � ' ; ��. <br /> ; ! ''� � p <br /> ; _ o � <br /> : q B C D; E ' F <br /> � _ __ _ __ <br /> � <br /> � � <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 <br /> � <br /> ; <br /> � <br /> � <br /> ; � <br /> ; <br /> i � r `� ��' �'���t <br /> � �?�.',', '.�',.��; _'< <br /> � ■ <br /> > <br /> i <br /> � <br /> 1 � <br />