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CL JST(MAY BE
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<br /> ALLOW EMBED AND JOIST BEARING PL%x 3Y x � 1 A_.�A T T C� � I�
<br /> PLATE TO COOL BEFORE ���� 4 � 1-4 WHERE JOIST OCCURS
<br /> WELDING OPP SIDE WI7HIN 8"0�CENTER OF
<br /> PANEL JOINT
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<br /> I I � I ( � I I � I I I I I I I I � I I � I I � I I WELD TO GIRDER LOCATE 4'flC TQ 4x
<br /> I I I I I ( L-I � I I I I I ( �,-I BLKG AS GALLED OUT ON PLAN � EMBED PL�x 7�"x 1'-0"
<br /> � � � � � � EMBED PLATE PER
<br /> (2)ROWS EDGE NAILWG TO OK TO WELD TO SZ'6 I W�(2)#7 x 4'-6"A706 c'1 � C ('1 1 t e C t S
<br /> DOWELS AT CTR PANEL.
<br /> �1�� 3� 3,� 3�� 3N 3� �,_6�
<br /> BLKG OTHER EMBED � 2505 Third Avenue
<br /> 2 �
<br /> Suite 324
<br /> (2)L4x4xz'x2'-10 2" (2)SPLICE PL e"x 2"x 0'-8" �°' ,�- -�-~�--...�, � ._.. ` `' SPLIGE PL 2"x7"x0'-7") Seattl e, WA 98121
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<br /> ANGLES W/(3)�"(Dx4° ONE TO ANGLE OF GIRDER i� ��._-���,�� �
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<br /> GRID TOP CHORD � G�'�"'��-� -�`"`"�`� - - - - _ �--- 206.720_7001 phone
<br /> WHS HORIZ AND(3j ,�-✓� �.-µ- __ _ _ _ ������ ���
<br /> a°�lx8"WHSVERTAS CONDITION AT PRNEL � �' ---'
<br /> 206.720.2949 fax
<br /> sHowN J O I NT - - - - - - -�-----�=-�—=� ,
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<br /> EMBED(S)PER S22 \, www.craftarchitects.com
<br /> 3116 4 �� (
<br /> ( 4N 2 2"DF SHOP INSTALLED NAILER.AT BOUNDARY NAILING PER � \�� 1/4 4 REBAR OV R AND WE DTTO VER
<br /> BRG PNL JOINT,ROOF BUMPS UP �4� DIAPHRAGM SCHEDULE PL%"x COL WIDTH p � � i EMBED
<br /> PLUS 3Y x COL � � (2}%"�J MB AT 5"GAGE AS TO PL S2.7
<br /> DEPTH PLUS 1° • ��1„ \\REQ'D BY PRE-ENG JOIST MFR �
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<br /> � �� \` HSS COLUMN t\ 3/16 �
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<br /> L4x4x2'x1'-6"AT CL JOIST �� ��� —4x6 DF#2 W/314"DIA BENT AB x 1'-0"W/6" � L 3 x 3 xYa x 0'-4"WI%"f�EXP �
<br /> �� � �,.. • ANCHOR W/4"EMBED � �
<br /> W/(3)4"Dlx4"WHS AT 7" - ( � � MIN EMBED-SPACE PER DIARHRAGM �
<br /> GAGE AND(2)�'f�x8"AT � SCHEDULE � CO TTRACTOR'S OP ION I W
<br /> MID POINT BETWEEN 1Z' � "�
<br /> HORIZ STUDS DO NOT WELD JOIST TO � �
<br /> CONDITION BETWEEN srABiuzERP�TE ��i W _ �
<br /> FOR CALLOUTS �O I ST Q� � �
<br /> IN COMMON � � �
<br /> SEE � _,.. _—_ — � �
<br /> 52.5
<br /> TRUSS MFR TO DESIGN TOP
<br /> 3" � �
<br /> CHORQ FOR AXIAL SEISMIC �„ PRE-ENG JOIST GIRDER W "�,� �
<br /> FORCE SHOWN ON THE ROOF �2 PER PLAN � /��
<br /> FRAMING PLAN TO BE
<br /> TRANSFERRED THROUGH THE � 3 „ „ , „ ('�''''' W
<br /> STABILIZER PL/ x 6 x 0-6 1�L� �
<br /> BEARING SEAT W/�%s°�HOLE �
<br /> • �._, W
<br /> ���� 1/4 � Q�
<br /> JOIST CONNECTION TO WALL —�I`�I;, -- `
<br /> IS PART OF THE SEISMIC SPLICE PL CONNECTION IS 1 CLR �
<br /> FORCE RESISTING SYSTEM PART OF SFRS
<br /> SECTION SEGTION SECTION
<br /> 1" = 1�-a�� � 2 3
<br /> 1" = 1'-0" ��� = 1'-0" ,
<br /> CONSULTANT ■
<br /> JOIST MFG TO WELD TOP CHORD � CL WALL �t
<br /> CL WALL � �
<br /> MEMBERS TOGETHER FOR SHEAR CL WALL _ _
<br /> TRANSFER OF 45KIPS ACROSS 5/16 7
<br /> CHORD MEMBERS
<br /> ■ �
<br /> NOTCH 4X6 ON TOP CHORD FOR EXTERIOR � '
<br /> KNIFE PLATE EMBED PL�"x7�"x 0'-72" � PL TO
<br /> � BLOCK OUT PANEL W/(2)#7x4'-6"A706 � ��16 � JST TACOMA • SEATTLE • SPOKANE •TRI-CITIES
<br /> DOWELS AT 5"GAC�E 2215 North 30th Street,su�te 30o Tacoma,WA 98403
<br /> BOTH ENDS AT CTR 253.3832422 TEL 253.3832572 FAX www.ahbl.com wee
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<br /> OF KNIFE 5116 14 KNIFE PL 1"x3"x3'-2" TIE PL'S � SPLICE PL�"x 7"x 0'-10"
<br /> PLATE 3/8 6 —�
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<br /> I I I I N � _ __ �� _ _ _ _ _ _ _ _ _ _ 8� REBAR � LEDGER L4 x 4 x g x 0'-6"
<br /> � ��� zs�as �
<br /> � � � � - -- -�- -�I TO PL S2.7 I � o��c�BAL�����
<br /> 3 � � � ll I SS�ONAL � .
<br /> SEE s2 5 / � � EXTEND LEDGER 5/18 �
<br /> FOR
<br /> CALLOUTS IN ( ( ANGLE PER � TOP PL d'x6"x1'-O"W/ � � TO FACE OF c�n`t' I
<br /> 1/4
<br /> Submittals Revisions:
<br /> COMMON ( � S2.5 (3)#7x5'-0 A706 I I CORNER PANEL
<br /> � � DOWELS AT 4 2'GAGE I I � � CITY COMMENTS, VE 5-10- 2018
<br /> / ( ' AT CL. � � � EMBED L6x4�"xQ'-7Z"
<br /> � � � I I � W/(2}4"P1x8"WHS AT 3"'
<br /> � � 5/16 5 EDGE REIN LAT � GAGE
<br /> � � BLOCK OUT. I
<br /> � � ADD(2)#5 BE �
<br /> � � ( BAR AS SHOWN �
<br /> o � � ? �
<br /> i i 0 � � .
<br /> COMPLETE REVISION COMPLETE REVISION
<br /> S � CTION SECTION
<br /> 4 5
<br /> 1" = 1'-0�, ��� = 1'-0��
<br /> Sheet Title:
<br /> ROOF FRAMING DEfAILS
<br /> Date: 1/22/18 .
<br /> Design. �H
<br /> Drawn: CLR -
<br /> �
<br /> 3
<br /> Project Na: 17-109;AHBL 2170746 �
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<br /> N Approved: p�g o
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<br /> Building No:
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<br /> � Sheet No: �
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<br /> � COPYRIGHT CRAFT ARCHITECTS 2017 �
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