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<br /> TILT—UP WALL PANEL PER PLAN ���� � � �����
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<br /> PER PLAN
<br /> -- ---- — _ -- — — — — ��� i i ` � (2) #4 x 48" 2 1' � h I t E C t S
<br /> y�� �y�� 12 i AT EA STUD ROW
<br /> 2505 Third Avenue
<br /> _.., 3 12 _ ,
<br /> HSS4x4x�/4x8'-0" LONG � SeatIe2WA 98�2'I
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<br /> N N HSS4x�/4 W/ WIDTH AS NEED
<br /> ; � c� 206.720.7001 phone
<br /> I TO FILL GAP BTWN BEAM WEB 206.720_2949 fax
<br /> °° i � & HSS4x4 `�>�`� ° R��2x10x1'-0" W/ (6) �/2���
<br /> � � rn x 4 WHS C� 50C
<br /> r 1 ° a. www.craftarchitects.corri
<br /> I� I BEAM PER PLAN a < WT7x21.5 x 0'-5"
<br /> ^ I � �/4 a d 4 _ (4) �4 VERT x 48" � 5'OC
<br /> � I �3�4x5x1'-10" W/ 4" BRG ° °.
<br /> j _ (3) 3/4� A325 BOLTS MIN TILT—UP WALL PANEL PER PLAN
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<br /> 3/8 NOTE: � �
<br /> 3�8 7
<br /> SECTION TILT—UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY, � L
<br /> �
<br /> BEAM TO WALL PANEL DRAG CONNECTION JOIST AT TILT-UP WALL PANEL CONNECTION I=' Q �'
<br /> SCALE: 1"=1'-0" � 03561 SCALE: 1"=1'-0" 4 � W �
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<br /> ROOF SHTHG EMBED ��/2x12x1'-0" 3x NAILER NAILER PER ARCH � Z � �
<br /> PER PLAN W/ (4) 5/g"�x4" WHS BEAM PER PLAN � T/WALL � � Q
<br /> � 8 GA PER PLAN a Q �
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<br /> FULL WIDTH OF ROOF ° � °° � � �
<br /> T/WALL �
<br /> PER PLAN ALTERNATING 2x8 & 4x8 0.1 NAILS TO FIRST � � �
<br /> JOISTS � 24°OC 4x8 BLKG a ° W
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<br /> ° DIAPHRAGM BOUNDARY � �
<br /> • ROOF SHTHG ,a NAILING PER PLAN � W
<br /> PER PLAN � _
<br /> h B/SHTHG ° a ° PT 4x8 LEDGER W/
<br /> PER PLAN 3/4"� EXP ANCHOR
<br /> " a� C� 24"OC W/
<br /> `� �+ �" �� 43�4'� EMBED MIN
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<br /> 'a° CONSULTANT
<br /> , „ 4x8 BLKG � 4'-0°OC �a 4 �
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<br /> 3, �>, i �� TOP �3/4x10x0 —11
<br /> � � 1� W/ (2) 3/4"0 A307 BOLTS TYP FULL WIDTH OF ROOF a Qa� �
<br /> i i TILT—UP WALL
<br /> i i HTT4 � 4'-0°OC W/ ° a a. PANEL PER PLAN .
<br /> � 5 a. a � �1 � � [� � � G� ��
<br /> /4 i � /g � A36 THRD ROD, EMBED
<br /> � i 5�/2" MIN W/ ADHESIVE a� 4 8 18 STEWART STREET•SUITE 1000
<br /> �/4 � i POST PER PLAN BELOW SEATTLE, WASHINGTON 98101
<br /> I I PHONE:(206)332-1900 . FAX:(206)332-1600
<br /> II WEBSITE: www.dci-engineers.com '
<br /> � � CIVIL / STRUCTURAL
<br /> � � a Copyright O6/2016 D'Amato Conversano Inc. All Rights Reserved
<br /> This dowment,and the ideas and designs may not be reused,in whole or
<br /> � � in part,without written permission(rvm D�Amato Conversano Inc. �
<br /> D�Amato Conversana Inc.disclaims any responsi6ility(or its unauthonzed use.
<br /> NOTE: STAMP
<br /> TILT—UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. O� E . ��
<br /> BEAM TO WALL PANEL DRAG CONNECTION LEDGER CONNECTION AT SUBPURLINS �,�oF ti�ASNj��
<br /> ��: ��
<br /> SCALE: 1"=1'-0" 7 03573 SCALE: 1"=1'-0" 8 ��`k�h''' �
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<br /> ��� '�irr� 29759 `��'��;
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<br /> Submittals/Revisions:
<br /> ----(2) ROWS #12 SELF
<br /> TAPPING SCREWS � 12"oc PERMIT SUBMITTAL 05/04/16
<br /> ROOF SHTHG I��/2x4x0'-4" 3x NAILER, TYP NAILER PER ARCH � '
<br /> 0 CITY COMMENTS 07/07/16
<br /> PER PLAN TYP � BRACE r, T/WALL
<br /> PURLIN PER PLAN, TYP PER PLAN `,
<br /> ' DIAPHRAGM BOUNDARY
<br /> ROOF SHTHG ,a NAILING PER PLAN
<br /> PER PLAN °
<br /> �
<br /> �B/SHTHG ' � ° PT 4x8 LEDGER W/ m
<br /> PER PLAN 3/4"� EXP ANCHOR �w
<br /> ,�� �� �� � 24"OC W/ Y�
<br /> ; 43�4" EMBED MIN 'a
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<br /> , _ _ 4x6 SUBPURLIN � 4'-0"OC ; o; .
<br /> ,�� ��. (2x6 SUBPURLIN BEYOND) a ; °'
<br /> HSS BRACE PER PLAN, TYP a° ��
<br /> � � SIMPSON F46 HANGER a' 4 L�
<br /> , � _ _ (F26P AT 2x6 SUBPURLINS) � Y N Sheet Title: STRUCTURAL
<br /> i ° . . €:�
<br /> �� � �'��l ��`�� ��/2x4x0'-4", TYP , „ ° a,a TILT—UP WALL a:
<br /> � � ,' . HDQ-8 � 4-0 OC W/ PANEL PER PLAN °� ROOF FRAMI NG DETAI LS
<br /> `� ��� ,' �� �/g"� A36 THRD ROD, EMBED �o
<br /> �---- ��� ��"� 5�/2" MIN W/ ADHESIVE �.° . � Y
<br /> , > ' ` Date:
<br /> � `� (AT 4x6 SUBPURLINS) ° � 0 04/07/16
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<br /> a � c � � 16011-0158
<br /> N � � o :
<br /> � NOTE: �•p � \ �� � � Pro ect No:
<br /> � TILT—UP WALL PANEL REINFORCING PER PANEL ��4 ��� ,�� NOTE: � � Approved:
<br /> � ELEVATIONS, NOT SHOWN FOR CLARITY. ��,\ _____,,,�� TILT—UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. �-- ��
<br /> � Building No: q
<br /> BRACE DETAIL LEDGER CONNECTION AT SUBPURLINS � '�
<br /> � 11 � � �
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<br /> � SCALE: 1"=1'-0" 03573 SCALE: 1'�=1'-0�� 1 2 W �_
<br /> � Na S5 . 2
<br /> � �� Sheet No: �
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<br /> Q �3 COPYRIGHT CRAFf ARCHITECTS 2016
<br /> � �.1O-o 16011-0158—S5.2A.dwg 3 O —.J u rjmiheylova � ,
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