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<br /> EXIST MULTI-STORY ' 10d @ 2" OC EA SIDE m�ti ��='� r�;.� �g�ra'
<br /> BUILDING DESIGNED IN NOTES: OF PANEL JOINT � ,U,�=: �rt.'�.;I'i.�!�I`1
<br /> ' 1990, NOT IN CURRENT ' �%��X: ���.���7.����
<br /> SCOPE OF WORK 1. DIAPHRAGM NAILING (N.LC.)TO BE COMPLETED IJNDER EXIST PLYWOOD DIAPHRAGM
<br /> FUTURE SCOPE OF WORK WHEN BUILDING ROOFING IS (ROOFING NOT SHOWNj
<br /> REPLACED. ROOF DIAPHRAGM WILL NOT MEET ASCE41-13
<br /> .:
<br /> STANDARDS UNTIL FUTURE WORK IS COMPLETE. ������� .���`�` �V' �--.------����-mm--�1
<br /> 1 35-0 2 39-0 3 37-6 4 39-6 5 31-6 6 37-6 7 45-6 $ 25-0 10 26-6 1 ' � � � 'I�
<br /> � � �� ' ' 2. �HATCHED AREAS REPRESENT DIAPHRAGM NAILING ' �
<br /> TO BE INSTALLED IN THE FUTURE (N.I.C.),AND ADDED �������
<br /> BLOCKING TO BE WSTALLED UNDER THE CURRENT SCOPE OF
<br /> 1�'2�� I I I ( ( ��'a" I 7'-0" � 4'-0" � 1'-2"( WORK.SEE ALSO SHEET S2.2. NAILING SHALL BE AS FO�LOWS: 250 4TH AVE. S., SWITE 2t10
<br /> EDMONDS, NIASHINGTON 98020
<br /> PHASE 3 CONCRETE A. ALL ADJOINWG PANEL EDGES THAT ARE CURRENTLY NOTE PHO�IE (4Z5) 778-8500
<br /> _ I -�- ( SHEAR WALLS UNSUPPORTED FROM BELOW SHALL RECEIVE ED6E NAILING REFER TO DETAILS 1&2 4x6 BLKG ADDED FAX (425) 778-5536
<br /> I WHEr�E INDICATED
<br /> INTO BLOCKWG PER DETAIL 2/52.3. � ON S6.1 FOR INSTALLATION
<br /> OF BLQCKING.
<br /> , � � B. DRAG STRUTS ON GRIDS 6 AND 8 SHALL RECEIVE ADDED ' �
<br /> :�.
<br /> NAILING PER DETAIL 3/S2.3. ' ��EVY C�tr_
<br /> ( o G.�p� yYAS�r���
<br /> DASHED LINE INDICATES ( oo C. �,DDED NAILING SHALL BE PROVIDED INTO BLOCKING ABOVE n' .
<br /> NAILING CENTERED GLULAM BEAMS PER DETAI�4/S2.�. ', PAN EL EDG E NAI LI NG AT BLOCKI IVG �� q�x+ =,'l' o
<br /> OVER BEAM LINE PHASE 3 CONCRETE � SCALE: 1 1/2" = 1'-0" �
<br /> PROPOSED FUTURE - - --------------- - ---- SHEAR WALLS D. AT ADJOINING PANEL EDGES CENTERED OVE'�TRUSSES,
<br /> CMU WALLS v W PROVIDE fVAILING PER DETAIL 5/S2.3.
<br /> o�� 23�z5� ��
<br /> FUTURE SEISMIC I ,��
<br /> o E. AT PERIMETER CMU WALLS ALONG GRIDS F, 11 AND D, Sj�NAL �
<br /> UPGRADE SCOPE � �: � - PROVIDE 10d @ 3" OC INTO BLOCKING OR I.EDGER. REFER TO O�/I8/I6
<br /> � DETAILS 4, 5 AND 6 ON 56.1 FOR SPECIFIC INFORMATION.
<br /> OF WORK � � � N
<br /> � � � � ;.� _ � m � ' � I- t- �
<br /> �k � � X` `'' - -�D F. ROOF DIAPHRAGM NAILING AT BLOCKING FOR OUT OF PLANE w w � � �.
<br /> � ;� �. �� '� N N �
<br /> , I `�� ,, , ` ` TIES SHOWN ON SHEET S2.2 AND DETAIL 6/S6.1 SHALL BE (2) ADDED NAILING SO THAT � `� N a a
<br /> � P H A S E 3 A R E A O F R O W S O F 1 0 d @ 2" O C, S I M I L A R T O D E T A I L 2/5 2.3. THE RESULTING NAILING IS w w � F-
<br /> PROPOSEDFUTURE I ` ° " _
<br /> DRAG STRUT . , CURRENT SCOPE z � N
<br /> � o (2) ROWS OF 10d @ 2" OC 10d @ 2" OC � aC � W
<br /> , _ U. C� m m
<br /> � OF WORK O O � N �
<br /> U P G R A D E S ' � 9` � � `� � � ' E X I S T P L Y W O O D D I A P H R A G M E X I S T P I Y V I/O O D D I A P H R A G M O � � N
<br /> ��___�__________�._____.�_.., _ - -- _ - - - C N�.� (ROOFWG NOTSHOWN) � (ROOFING NOTSHOWN) t!) a- �- � Q -c
<br /> ._.�.— — - \ , � � o � G
<br /> ' I �. � ' , u `�;__._�..__�__��, ._�, _.m �. � �;::� - r� �� -�--��____ �_____� W O �11 O z w
<br /> � �.��_`_�.�`�.._ �--��- ______.. �..��..��__�_.__ i_ �.�________ �.n o0 r-+ u. a.
<br /> `�� � o � , �` � � ` ? �,> �
<br /> I �' PHASE 2 CMU '` ' - ' �
<br /> ' � � SHEAR WALLS ,� � � � M I �n �n �n � �
<br /> '` ` . � v ( � � � � �
<br /> � � � � �
<br /> - - - - -__' _' - - - �' �' � O 01 cY7 00 00
<br /> - - ; ' � _ — _ B I— � � � � �
<br /> M c-i N O r-I
<br /> ; � , � 6 3/4"x 18" GLB Q � �D O �t �r�
<br /> FUTURE SCOPE : � : � �', � , '. o DRAG STRUT 1 1/2"x 18" PSL EA 0 O O � O O
<br /> ' OF WORK ,��, ''�T I ;t o , - SIDE OF EXISTTRUSS �
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<br /> � 24-0 , „ �,, NOTE:
<br /> . 24-0 r ^
<br /> r, REFER TO DETAILS 1, 2 AND 3 � �� EXIST ROOF
<br /> V 1
<br /> ON 56.2 FOR ADDITIONAL �� TRUSS r n � �
<br /> � PREVIOUS(PHASE 2) EXIST BUILDWG DRAG STRUT INFORMATION. I
<br /> � ADDITION DESIGNED W ��J ( j�
<br /> . SCOPE OF WORK 2011. NOT IN CURRENT �� t � � r✓ /
<br /> I SCOPE OF WORK ' H W
<br /> (SEISMIC JOWT) . Q � �.'�' �
<br /> . PANEL EDGE IVAILING AT DRAG STRUTS -� w �
<br /> 3 � � � w �
<br /> SCALE: 1 1/2" = 1'-0° � � � �
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<br /> DIAPHRAGM NAILING UP�RADE PLAN -
<br /> , Z � O H � nC
<br /> ,, � SCALE: NTS ' y � F-1 F„� � W
<br /> QH � >
<br /> (2) ROWS OF 10d � W ^ W
<br /> IN A I L S @ 2" OC , W (,I 1 `� W
<br /> � � . .. . � . � �,`-�.... __...�.5.,� .�__,__ _S_ 'S.....,.___..,._._.��,._. � � � �y� '
<br /> . f�"�.._._`��,�"_...___�_.. , ____�._�.�. �.�:,_- - _.______:��T.�.�:�:_�_-___~`' ..����..�.�.�.�.�_.�.�� _ O = (�.!
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<br /> I ��.m��� w__�___�^__ _.��_- - — - - -- ��,__�_ _.______._ _____�___._�.�____.
<br /> � , �---.� -�
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<br /> ___________ �., �.�
<br /> '' I �.,� SHEET TITLE:
<br /> t 4`
<br /> _ . / �_._._�__.____.._�._ `�'
<br /> ` �' ,/ __________..___ ��.�, PHASE 3
<br /> . _--___ Ao� Naiurv�so THa-r FUTURE DIAPHRAGM
<br /> - EXIST ROOF THE RESULTING NAILWG
<br /> , -A---.----.--.- TRUSS,TYP IS 10d NAILS @ 3" oc Ea UPGRADES (NIC)
<br /> � NOTE: ____ ._.___ SIDE OF PANELJOINT
<br /> REFER TO DETAILS 8&9 ON
<br /> S6.1 FOR INSTALLATION OF EXIST PLYWOOD DIAPHRAGM
<br /> BLKG ABOVE EXISTING G�B'S. �-������ (ROOFING NOT SHOWN)
<br /> � �� � � ______ �__.�� ,
<br /> : . � _..__-____.__.__._..�.� EXIST GLB �-___�•a��=��_�`����` �'l�._-__�_,Tll��__-� .
<br /> � � DATE: 04/08/16 ;, .
<br /> _�..�_ _..��_� ' NOTES:
<br /> ---------�-------.�-{ 1. EXISTING NAILING IS 10d @ 6" OC PER �OB NO.: �4�(��
<br /> , fXISTING BUILDING RECORD DRAWINGS.
<br /> ADDED fVAiLiNG TO BE SPACED BETWEEN �
<br /> � ���_ _��, _� EXIST WOOD 2. CONT ACTOR SHALL USE MEANS N�ECESSARY ONE INCH AT FULL SCALE.
<br /> � � ���� u TRUSS TOP CHORD IF NOT, SCALE ACCORDINGLY
<br /> I � TO PREVENT SPLITTING OF TRUSS TOP CHORD.
<br /> , _,� _- SHEET:
<br /> ��____._�_._�..._.
<br /> � _ _��
<br /> ,�...�_.�.___
<br /> i � � - NAILING AT BLOCKING ABC��VE GLB'S ; PANEL EDGE NAILING AT TRUSSES '
<br /> � SCALE: 1 1/2" = 1'-0° ' � SCAIE: 1 1/2" = 1'-0"
<br /> ; ;
<br /> � � Sh1EET 27 OF 95
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