|
� ;'�Il�_II1 '
<br /> �� z p 5' 10' 15' 20' 25'
<br /> �� r t
<br /> _ ___ �..... �
<br /> .__,_ __ _ ---- .� . _ _
<br /> �_ �-
<br /> , - f
<br /> �T T�. ��. rr-=� ��� �( �_ . .�''�e �. :h� �: r���,�°�-l� ��._ �. ; �� S C A L E: l„ � � � .
<br /> ENGINEERIN� DETAIL� . _
<br /> DRAWN BY: CASH M. CARR .
<br /> DATE:8/24/2017
<br /> PAGE NUMBER: S-4
<br /> ADDRESS: 2220 Gibson PL, EVERETT ,
<br /> 3, „ 3,�„
<br /> REDUND NCY ONLY REDUNDE CY ONLY SW LINE: "
<br /> ��,�t�A.�'� C� ..........................................................
<br /> - , �� ����tM � S 5 W (RE UNDENCY ONLY) y
<br /> _ �j�' �'� ��, ,
<br /> . n� � �� .
<br /> � . 7� "�4.`t
<br /> F , . h /
<br /> � ��n�����
<br /> �f�P��•`
<br /> ,:.
<br /> ___ -- �
<br /> � �
<br /> �
<br /> Q �
<br /> ' N
<br /> � � �
<br /> � N �
<br /> R�CJF DIAPHRAM 4
<br /> 15/32 �S�, ��l NAILS 4" �.C, �
<br /> , 28.2, DIAPHRAM ��UNDERIES, b"
<br /> O.C. �ANEL EDGES, b O.C.
<br /> R,P"A�M PANEL FIELD. BLC�CK PANEL
<br /> SE 10
<br /> EDG�S. PANEL L�N�
<br /> DIRECTI�N E-W
<br /> �PERPENDICULAR TCJ TRUSSES) . ,
<br /> 3���� 3
<br /> 3 �, i L " .C. �
<br /> ROOF DIAPHRAM 2 � „ - 6 :�
<br /> � 15/32 OS�, 8d NA1LS 4 O.C. L , . � .
<br /> z C�IAPHRAM BOUNDERIES, 6 F L P L .
<br /> Z_
<br /> RC�OF DIAPHRAM
<br /> � z� C7.C. PANEL EDGES, b" C�.C. Ass .� . � L
<br /> 15/32 C�S�, 8d NAILS 4" 0.�. � PANEL FIELD. BLC�CK PANEL �,� �
<br /> DIAPHRAM �OUN
<br /> �ERIES 6" �� EDGES. F'ANEL LONC� i� E I L R S Z� o�
<br /> ,
<br /> O.C. PANEL EDGES, 6" O.C. �`� �< DIRECTIC>N E-W `�� �;� ��
<br /> � �L� I ULAR TO TRUSSES . ���. 1.65kips iQ � /��
<br /> PANEL FIELD. �LC�CK PANEL NN ( PERPEN� C �N UPLIFT / � ��
<br /> EDC�ES. PANEL LON� � o N� � `�, DOWNFORCEo� Q �J�.
<br /> 0 3 s�` �� DETAIL'U 1T) �� %N
<br /> C�IRECTIC�N E-W N `� -� � �`� _ . .
<br /> �„ U� 4
<br /> cn �o� ~ �`;i�S;I � \�� N � U� �.. _ �-�� ��r x:s
<br /> ER�EI�C�ICULAR TO TRUS��S . � i=�3 � "�j � � �� '�;+�� '�; �' t '� �� �� ,
<br /> � P ) _ �_ ��: �, � ��� , � �.y ;� �� ��LL:�, �� �
<br /> � , �r w. �..�� �
<br /> � �� ; �� � �.
<br /> � � N �
<br /> ;r �." /o� �o _ 9l� ���� ��yJ�� �- � ����
<br /> U o � 1.65 ips �� � �� °
<br /> �/o' N UPLIFT / N �� :_�' ���'� �.!/��� �Y��
<br /> r. . ,-,
<br /> �V U DOWNFORCE�� � r ��;�t°`i"ti? �:�����Is���
<br /> /°-i= SEE UPLIFT U
<br /> ��, ��.. DETAIL 'U 1') 4� /(r ..
<br /> y �� Qa U� �;—
<br /> / b4 � . \�� / �
<br /> 1.0 k�ps <c,�� �
<br /> `�� UPLIFT/ ��, /��
<br /> � A� CiT�. ?20'� s ffi` ��M' I('-0 Ib� ffi W�' D / � " DOWNFORCE�� a J
<br /> U T A R A N CT � � ,. ,,�C �29(� s f+ INf�' / �S E E U P L I F T r�`.�, _3 •
<br /> S ' C A A C� / 5�0 Ib fit SE�,�.. , /
<br /> DETAIL 'U 1') o ��
<br /> S W A D .5 ki s L A D . kip
<br /> � Q.. ... ..... ....................... ....._.... ........... ....................... ........... .......... ............................................ SW LI :
<br /> - ..................................N................ ........... .......... .....{... ........... ....................... .....`................ ................\........................................ Q � 2 E-W 2
<br /> � DfAr RAM '"AP ,CITY. Z20 li`.s/ft 5`�ISMI��., 10 i�Ibs��t V�JII�!� —� � �
<br /> SW3 SW3 � N � 5� �ACi,Y: ;��0 Ib., fit St`'SMIC:, 129t; Ibs%f� WIN� 'y�o SW LINE:
<br /> d- WL D . kip �' � 2E-W3
<br /> ..................................
<br /> , ��
<br /> 6'10�" sw2
<br /> � 2 CENTER OF L 22'-5 2��
<br /> MOMENT
<br /> � SW LINE: SW LINE:
<br /> SWLINE 2N-S2 2N-S3
<br /> 2 N-S 1
<br /> KEY:
<br /> CMST 16 SW TO DIAPHRAM AS PER DETAIL A
<br />
|