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<br /> ' 4x6 BLKG @ (3)TRUSS SPACES.
<br /> EXIST PLYWOOD ALIGN W� PLYWOOD PANEL /� ��) ROWS OF 10d @ 3" OC �
<br /> � ROOF DIAPHRAGM /� (FUTURE WORK- N.I.C)
<br /> � EDGES WHERE POSSIBLE. �.,
<br /> ��_.��----T- ��-- ;- - / --�<--- - - --w- � � � ,
<br /> � �I'�. . , , a, , � v . __
<br /> �i� ;���;�.r_.�r ��rumr_=�? .�,���=
<br /> , ` AT LOCATIONS WHERE TRUSS ��IE�L_i r n.�� �'8201
<br /> � � WEB INTERFERES W/STRAP, � !� �;�o�l�: ���.ai��1.��1�r �
<br /> PftOVIDE SIMPSON HTT4 TIES � F�tiX: -r��.�1�1.342�� '
<br /> W/(18) 10d x 1 1/2" NAILS AND � '
<br /> ' � 5/8"q�THREADED ROD EXIST TRUSSES
<br /> ' SIMPSON LSTA24 @ 48" OC,TYP � '�
<br /> � AT EA TRUSS � �
<br /> 1
<br /> � . EI�IG�I�I�ERIIW�G '
<br /> 250 4TH AVE. S., SUITE 200 '
<br /> EXIST TRUSS EDMONDS, WASHINGTON S8D20 ',
<br /> " TOP CHORD PWONE (425) 778-BSOD
<br /> FAX (425) 778-5536
<br /> i _ EXIST PLYWOOD ,
<br /> , : NOTES: ROOF DIAPHRAGM
<br /> ` 1. BLKG PROVIDED W/THE INTENT THAT BLKG CENTERED BELOW � `�`�`°
<br /> ��-�__.__C,.._..�� _
<br /> I � DIAPHRAGM EDGE NAILING WILL BE CONT PT 2x8 LAID FLAT
<br /> EXIST PANEL JOINT ' ° ANCHOR TO CMU WALL W/ EVI'
<br /> COMPLETED UNDER A FUTURE CONTRACT. 4x6 BRACE CENTERED ON BLKG
<br /> I 2. SEE 2/S6.1 TYPICAL AT EACH END OF BLKG. EXIST PLYWOOD ' ' S/8"Qf THREADED RODS @ �� �'ASC�
<br /> i ROOF DIAPHRAGM 24" OC DOWELED& EPDXIED. (1 ) 8d x 1 1/23 NAL S@ EA END. / ���'O� °,�'�r`���
<br /> = SIMPSON LUS46 TYP @ EA END OF BLKG PER 1/56.1 ' PROVIDE 4 1/2" EMBED, MIN SPACE BRACING @ 48" OC, MAX ' E� +�;"'-=\� �
<br /> , � �``"`�----'' --'��=� - �� EA BLKG MEMBER, ATTACH HANGER EXISTING � '
<br /> � (� TO FACE OF EXIST TRUSS W/(2) ,
<br /> CEILING LEVEL O
<br /> " � 23725 'ti
<br /> SIMPSON SD8x1.25 SCREWS .
<br /> ' EXIST TRUSS � L �'��'�
<br /> COORDINATE SCREW LOCATION W/ -�-�-r << ' -_. . ��ICJ�TAL
<br /> OPPOSITE FACE TO AVOID CONFLICT �.... . .---. -,- �-�-,---�--.�-Y.-..�...;.-._.,_-r.�.�T.-�-,-..,-.-.�mr��.-..�,,_..;-,.___._.���� � �
<br /> �_,,_� ,� __..�.,Y_..._.,.__ .�.._.__.._.�.._.`.______..�....�.�________�.__.___�__�__ _ __._.� �_ �'
<br /> � r �� 05/18/Ib
<br /> 4x6 BLKG ADDED WHERE NOTE: � EXIST CMU � ,
<br /> INDICATED, SEE PLANS,GLUE REFER TO DETAIL 1/S6.1 FOR ADDITIONAL �� WALL w w � �
<br /> . T O P L Y W O O D A B O V E W/ INFORMATION & REFER TO DETAIL 6/S6.1 FOR � N � Q Q
<br /> CONSTRUCTION ADHESIVE �M-�� � � F- �"
<br /> ADDED REQUIREMENTS AT OUT OF PLANE TIES , -�'- � w �-- t- '
<br /> �C � � � w
<br /> PANEL EDGE BLOCKING 'BLQCKING AND SUPPORT � � OUT OF PLANE SUPPORT AT CMU WALL o 0 0 � � �
<br /> � � �
<br /> � SCALE: 1 1/2" = 1'-0" � SCALE: 1" = 1'-0° �j SCALE: 3/4" = 1'-0" � a�. a o � �
<br /> , j o o O z �
<br /> W 0 � � LL �
<br /> �
<br /> Lfl �.fl Ln l.0 lD
<br /> EXIST BLKG �
<br /> � -� � � �
<br /> DIAPHRAGM NAILING PER
<br /> � :�.:::?;:�:,:.;,' 1/S2:3 (FUTURE WORK- N.I.C.) DIAPHRAGM NAILING PER W \ ` \ \ `
<br /> o rn m o0 00 `
<br /> � �� 1/S2.3 (FUTURE-WORK- N.LC.) ~ � � O � �
<br /> EXIST CMU `� ` EXIST TRUSSES � � . ' '
<br /> 1NALL EXIST CMU 2x6 BLKG W/(2) 10d NAILS p O O r-+ o 0
<br /> : , EXIST PLYWOOD WALL �- .� @ 6" OC TO EXIST BLKG
<br /> � DIAPHRAGM TOP CHORD OF EXIST AT�OCATIONS WHERE TRUSS
<br /> � EXIST PLYWOOD WEB INTERFERES W/STRAP, �
<br /> TRUSS(BEYOND) z
<br /> .. „ __�� �� � ROOF DIAPHRAGM PROVIDE SIMPSON HTT4 TIES
<br /> .. _. • _ e�� . ,
<br /> � � _ , Y _�...����.�����'.�e:���:_.��`�:_�.�:�_` ". W/(18) 10d x 1 1/2" NAILS AND
<br /> �.. �
<br /> Y _..,�___._�_..��... •o• • EXIST CMU ' � �� DIAFHRAGM NAILING PER 1/52.3. USE 5/8"�b THREADED ROD
<br /> �� . . :— �
<br /> � ��' . . �
<br /> '' � 10d x 3 3/4" NAILS AT LEDGER ALONG 4x6 BLKG @ 4-0 OC ,
<br /> _._.� __. .�__
<br /> ` `� ` ' ' WALL ' �`�'� SOUTH WALL FUTURE WORK- N.I.C. � �� EXIST PLYWOOD
<br /> :_;' � t��-� �- `=� �\ SIMPSON LTT19 TENSION TIE W/ � ����� � ��� � � ROOF DIAPHRAGM
<br /> : �_
<br /> " ___�__,, ._.w.__ z._._�.q��_._��.----.����__.,��___.� �;______�.______,�_,___._ Y,�
<br /> `. �. ,
<br /> : �1' �, (8) 10d x 1 1/2" NAILS. DOWEL& � �
<br /> .: � `k, '�. �°� � i,` �';', @n24s OC LTP4 :.i DOWEL& EPDXY 5/8"� : �. �:�"`�
<br /> / �, ` EPDXY 5/8"�THREADED ROD � ' �� ��;��-�� , LL��.<��� N�
<br /> .__._.,..�.�
<br /> I . ., , ..... �, � �. '`� THREADED RUD W/5" i, �...: r . ----- ----- --- ��` rn
<br /> _ ,�---
<br /> � '� .� � �`.. �, �I : - '�'�'' �- -� �- 4-� E--
<br /> � . .
<br /> w - - ��, ` W/5" EMBED MIN, PROVIDE TIE " '�'� �
<br /> / MIN EMBEDMENT INTO � �
<br /> � ' '• V
<br /> �i'�_� .�. �`e �.� / @ EVERY JOIST _.._.�. _ `�, � � , � �
<br /> � . . .
<br /> �� '1 CMU BOND BEAM � z � �
<br /> �. `'ti W'_dj� �`�`� �''�. `\ I � �i SIMPSON MSTI36
<br /> , �,� �'� ' �'' � �, .�; SIMPSON HTT4 C STRAP,TYP H W
<br /> EXIST LEDGER - -----_�-- � — ----� � �, � ���"��� TENSION TIE W/(18) � NOTES:
<br /> __ ....m..__._�._�.w...��.,__�� _._._�__�_____ ', �� :::;�. 10d x 11/2 NAILS - � � W �
<br /> � EXIST 4x8 1. SEE 7/56.1 FOR LEDGER BOLTS � H � �
<br /> REOFER TO DET 5 FOR NOTES NOT �"-��"'"� `-��-���"�" �"� LEDGER � BETVl�EEI� BLKG LOCATIONS. ��;, � r�3 � W I
<br /> � SPECIFICALLY CALLED OUT HERE. �--N - - -�- --_----�- -� 2. SEE 1/S6.1 FOR PANEL EDGE � M (� [� ,
<br /> � EXIST LEDGER ALIGNf�IENT OF BLKG. � � W `-" �
<br /> - ; , 3. SEE 2/S6.1 FOR CONNECTION EXIST TRUSS,TYP = Q � ��/�
<br /> ' OF BLOCKING AT ENDS � M � CI J � V 1 �,
<br /> � OUT OF PLANE WALL TlES SECTIC�N � BLOCKII�G SECTION � OUT OF PLANE TIES SECTION = J z � _ � !
<br /> SCALE: 1 - 1 0 �� _ �_ �� � " _ 1'-0° Z � O ~ � � '
<br /> � �� - �_ �� � SCALE: 1 - 1 0 SCALE: 3/4 -, y
<br /> (-- F"� � � '
<br /> . Q ~ � " '
<br /> � w � '
<br /> . W � O
<br /> �.. Q �
<br /> DRILL ANCHOR ROD O =
<br /> THRU BLKG,TYP EXIST PLYWOOD ! � � ',
<br /> • ROOF DIAPHRAGM �
<br /> SIMPSON LTT131 W/ EXIST PLYWOOD '
<br /> SEE 1/56.1 FOR SEE DETAIL 1 ROOF DIAPHRAGM
<br /> � BLOCKING 10d x 1 1/2" NAILS,TYP BLOCKING
<br /> �c"...����:�.-.��sL��_�,� . �___ `��----�m�;�..��. s��..___..�..�.��..���.��__-.__-`�:.______ ._____ '������..���"�����
<br /> �-��--�-- . ,-- .
<br /> ��.__� . . . . . . ,� ��
<br /> I �� . . SHEET TITLE:
<br /> EXIST CMU �
<br /> � ; W�___.__ __�___ .� ._ �__�___ _v�_�___.__�..
<br /> wa�� _. ;;._.._._. ._.._—_-� �-__�__..�__�__.__..�._. _ _� SEISMIC UPGRADE
<br /> EXIST PLYWOOD . ---
<br /> , ROOF DIAPHRAGM �����_ � ' -��� �, �`� DETAILS
<br /> , • e DOWEL& EPDXY 5/8 �
<br /> � ---a---_____ � �_-�_--� �,
<br /> THREADED ROD @ 48"OC - ��������".� - , �.� �'
<br /> —__-�� —'-- �'��'' ------ - ���
<br /> ;
<br /> BETWEEN WALL TIES,W/5" MIN �� � ---- -- _______
<br /> '� � EMBEDMENT. PLACE THREACED -�---- EXIST TRUSS,TYP -------- EXIST TRUSS,TYP
<br /> ' ROD 4" MIN FROM EX�ST � ' ; NOTES: �� NOTES: ��"'�� 51MPSON A34 @ 24" OC
<br /> ANCHORS WHERE TNEY OCCUR 1. TRUSS TIES TYPICAL AT EVERY OTHER TRUSS LOCATION ---- '� SIMPSON A34 �@ 24 OC, 1. B�KG IS TYPICALBETWEEN TRUSSES&ABOVE ALL GLB'S. - ----- � '
<br /> EA SIDE BLKG SEE NOTE 3 � EA SIDE BLKG SEE NOTE 3
<br /> � (8'-0° OC MAX). ' 2. SEE 8/S6.1 FOR ANCHOR RODS AT SOME LOCATIONS. '
<br /> EXIST LEDGER Z SEE 9/56.1 FOR BLKG BETWEEN TRUSS TIE LOCATIONS. ���������� 3. LIMITED CLEARANCE IS AVAILABLE BETWEEN TOP OF ���-_i_�.`
<br /> EXIST GLB � EXIST GLB
<br /> 3. LIMITED;CLEARANCE IS AVAILABLE BETWEEN TOP OF � �-- , GLULAM BEAM AND UNDERSIDE OF ROOF SHEATHING. -- � DATE: O4/OS,�C '
<br /> _. ,;(-' GLULAM BEAM AND UNDERSIDE OF ROOF NAILING METHODS SHOULD BE SELECTED TO � � ',
<br /> ��` SNEATHING. NAILING METHODS SHOULD BE SELECTED "`�� ACCOMMODATE AVAII.ABLE CLEARANCE.SIMPSON 10d x mm
<br /> TO ACCONIMODATE AVAILABLE CLEARANCE. SIMPSC'N .�m_._ 1 1/2" N/�ILS MAY BE USED ATTHIS LOCATION. a����� �OB NO.: �4OOS
<br /> NOTE: 10d x 1 1/2° NAILS MAY BE USED AT THIS LOCATION. ---- ,
<br /> _-_-_--__ ���: �■...�
<br /> SEE 6/56.1 FOR BLKG -
<br /> REQ'D (BEYOND). T"��"` , IF NOTI SCALE ACCORD NGLY
<br /> SHEET:
<br /> i � _ ADDED LEDGER BOLTS 8 TRUSS TIES AT GLB , BLOCKING BETWEEN TRUSS TIES
<br /> ,� _ , „ ,� _ , „ �, _ , �, ■ ` :
<br /> 7 SCALE: 1 - 1-0 SCALE: 1 - 1-0 � SCALE: 1 - 1-0
<br /> � � SHEET 31 OF 95
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