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<br /> GRID GRID � ,
<br /> � 4x6 � �– " 3 ,> /4 8
<br /> 1 /$ � BARS TYP TYP EA BAR � � � �� �
<br /> 4" BRG END OF SUBPURLIN (2x6 � 4 C BEYOND) C� SIM ��4 $
<br /> ,
<br /> MIN 4„ BOUNDARY NAILING PER TOP CH�RD OF JOIST SECTION
<br /> BOUNDARY NAILING PER ROOF DIAPHRAGM SCHED SHOP INSTALLED
<br /> ROOF DIAPHRAGM SCHED 3x WOOD NAILER
<br /> ��4 2 ROOF SHTHG PER PLAN
<br /> 1�4 2 ROOF SHTHG PER PLAN REF PLAN NOTES
<br /> SOLID BLKG AS REQD 1 /g 0x1 –6 A36 FOR MORE I NFO METAL STRAP TIE
<br /> 3 �� ° �° PER PLAN WHERE
<br /> SOLID BLKG AS REQD SMOOTH BARS SHOP INSTALLED ROOF SHEATHING OCCURS AT SIM
<br /> � B/SHTHG B/SHTHG CONT 4x6 W/ 3/4"� A307 BOLTS (1) EA SIDE � SIM 3x THICK WOOD PER PLAN
<br /> � PER PLAN , - PER PLAN � 32"OC COUNTERBORED, o NAILER
<br /> � ' � a r c h i t e c t s
<br /> i � "' T/WALL WELDED TO CONT ANGLE ROOF SHEATHING w DIAPHRAGM NAILING
<br /> PER PIAN PER PLAN cn PER PLAN
<br /> � �'�/gx3�/2x3'-6" � 4'-0"OC �° a T/WALL B/SHTHG SUBPURLIN W/ HANGER i i 2505 Third Avenue ,
<br /> 4 MIN 4x6 NAILER BTWN JOISTS W/ (30) 0.131"� x 3�/4" PER PLAN PER PLAN PER PLAN (4x6 � STRAPS) � i Suite 324
<br /> a " ° i i 16d COMMON Seattle, WA 9812'I
<br /> W/ (3) 3/4"� A307 BOLTS NAILS C� 3 OC � �,P i i
<br /> a ,.. a i i � JOIST PER NAILS
<br /> ° COUNTERBORED WELDED TO CONT PLATE CONT ANGLE PER 10/54.2 i i �8 2 i i
<br /> HF26N OR F46 HANGER .
<br /> . � �d°� '° � �
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<br /> i i 206.720.7001 phone
<br /> ;°°. (2) #5 CONT i i i i JOIST BRACE ANGLE 206_720.2949 fax
<br /> . q CONT ANGLE PER 10/S4.2 �/g � aa. i i i i AS REQD BY JOIST Y
<br /> '. a ��8 a ° TILT–UP WALL PANEL PER PLAN i i i i MFR www.craftarchitects.com
<br /> OWSJ & NAILER ° . � ° � � �
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<br /> PER PLAN ° � a TILT–UP WALL PANEL PER PLAN a JOIST PER i i IRDER BRACES � �
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<br /> NOTES: NOTE:
<br /> NOTE: 1. BOLTS CAN EXTEND THRU STEEL PLATE OR BE WELDED TO THE STEEL PLATE AT CONTRACTOR'S OPTION. JOIST ONE SIDE ONLY AT SIM J z
<br /> TILT–UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. 2, TILT–UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. Q O
<br /> JOISTATTILT-UP WALL PANEL CONNECTION SUBPURLIN TO TILT-UP WALL PANEL CONNECTION JOISTAT GIRDER DRAG CONN AT SIM SUBPURLIN TO JOIST � C( �'
<br /> 03560 SCALE: 1"=1'-0" 1 03570 SCALE: 1"=1'-0" 2 SCALE: 3/4"=1'-0" � SCALE: 3/4"=1'-0" 4 � W �
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<br /> T/ ANGLE - �1s 8 � Q >
<br /> —�� . ROOF SHTHG PER PLAN B/SHTHG ���
<br /> T KNIFE R U W �
<br /> / / KNIFE � 1,-0" 1 1 np t/4 2 WOOD BLKG PER 6/S5.1 PER PLAN / \ � � �^ , t t
<br /> � /4x4x4 EACH SIDE /4 t 3 » . vJ �
<br /> TYP W/ 1 � THRU BOLT GRID �4 2 4x6 NAILER W/ /4 � EXP �
<br /> D' TYP 3 R EACH 4x6 S5.1 . BOLTS � 24"OC W/ 4" EMBED BLKG PER 6/S5.1 � w
<br /> � GRID SECTION � BLOCK>PIECE NAILER PER 2/ CONT ALONG � �
<br /> B/SHTHG
<br /> � 4x6 BLOCKING
<br /> PER PLAN GIRDER PER PLAN GIRDER W
<br /> KNIFE R�/8 Z � JOIST PER PLAN WHERE REQD BY PLAN –' -- CONT ANGLE PER 10/S4.2 � i W
<br /> ' o B/SHTHG . T/WALL i i
<br /> � �� 6�� �' ROOF SHEATHING PER PLAN P E R P L A N ' CAP R3/�x12 x (COL WIDTH + 3�/2") i i TOP �'3/4 JOIST
<br /> �P PER PLAN �N I W/ (4) /4 0 BOLTS
<br /> ��4 2 Y�� o � – – lo � � • o. 2,� 3,� � i PER PLAN
<br /> B/SHTHG , `,a i i EXTEND TOP
<br /> PER PLAN a a I i � ��4 i , i CHORD AS
<br /> � j ���2�� �1��2��i 1 i i KNIFE �3�8 REQD
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<br /> a. . TYP iTYP � aa° �4 i i � � OF COL
<br /> ' ' I ' ' I � � � STABILIZER _ � ' � CONSULTANT �
<br /> 1/Z�� /2� u � � I d a a n I JS.� � � ° a a. �3�4x6x0'-6n � � i ir � � ' �
<br /> 3/4 TOP PLATE I i i I i DO NOT WELD �, ��/2x6x0 –0 –6 i i
<br /> I I �'P UNO i i . i � i a, �. ` TO BOT CHORD STAB I L I ZER i i � � ��� �
<br /> I i i "° I � i i OF GIRDER i i
<br /> HSS COLUMN � � 1�4 � � i ° : < � i i ,�, DO NOT WELD i i •
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<br /> PER PLAN I � I i i . ��4 i � � CONN PER 4/S4.2 � � � i
<br /> i i i � °a i � i � i � � -�� � � � � � ��
<br /> I I � nP � i i � a ° COL PER PLAN ' I ° � ; ; 818 STEWART STREET•SUITE 1000
<br /> ( I �4 S � - � -$ i I ° a TILT–UP PANEL , i i SEATTLE, WASHINGTON 98101
<br /> � G I R D E R P E R P L A N H S S C O L U M N � � � a� ' P E R P L A N PHONE:(206)332-1900 . FAX:(206)332-1600
<br /> � a . . _ i i WEBSITE: www.dci-engineers.com
<br /> -- ( I — --- o o PER PLAN i i a . � � �° o �� I I CIVIL / STRUCTIJRAL
<br /> �N� � TILT–UP i i °. ° NOTES: -�-�� GAP JOIST GIRDER � � �Copyright 06/2016 D�Amato Conversano Inc. NI Rights Reserved
<br /> DONOT �� CONCRETE PER PLAN i i Th,S document,and the�deas and designs maY nat be reused,in who�e o�
<br /> WELD STABL R�/2x6x0'-9° W/ 1. TILT–UP WALL PANEL REINFORCING PER PANEL NOT @ S I M i i HSS COL PER P�AN in part,without written permission f�om o��,ato Comersana���.
<br /> WALL PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. C � (NOT � SIM �'Amoto Conversano Inc.disclaims any responsibility for,t5 unauthonzed �5e.
<br /> �/2" � HOLE AS NEEDED PER PLAN
<br /> TYP ALL GIRDERS � STAMP
<br /> 2. BOLTS CAN EXTEND THRU STEEL PLATE OR BE 1�4 �
<br /> WELDED TO THE CAP PLATE AT CONTRACTOR'S OPTION. 0� E . B�,
<br /> GIRDER/COLUMN CONNECTION C GIRDER AT TILT-UP WALL PANEL CONNECTION GIRDER AT TILT-UP WALL PANEL CONNECTION JOIST GIRDER TO JOIST AND COLUMN CONNECTION ��°F tiVASNf��
<br /> SCALE: 3/4"=1'-0° `� 03348 SCALE: 1"=1'-0° 6 03563 SCALE: 1°=1'-0" 7 SCALE; 1°=1'-0" 8 �����' ��
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<br /> 4x8 SKYLIGHT � '�c . � �'
<br /> JOIST PER PLAN �.,, �L ��`=` � ��. >
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<br /> QSubmittals/Revisions:
<br /> � � � PERMIT SUBMITTAL 05/04/16
<br /> N N 3
<br /> 0 CITY COMMENTS 07/07/16
<br /> � � ;
<br /> Z Z _ ;
<br /> � � o ;
<br /> � � �
<br /> 0
<br /> � � �
<br /> "x' �' CONT ANGLE i
<br /> � � PER 10/S3.3 i CONC TILT PANEL MECH UNIT
<br /> i PER PLAN - - - - _ �
<br /> �
<br /> i � r � � _
<br /> i i � � 6x8 �� � N °'
<br /> JOIST PER PLAN i � I� I � ��
<br /> DBL 2x6 W �� � � w oxo LUS48 HGR oxo w =�
<br /> � 2x6 C� 24 OC i i � � �- TYP C� 4x8 d- � � _�
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<br /> g RADIUS CORNER �� , , ; � TYP � 6x8 .�y Sheet Title: STRUCTURAL
<br /> 2x6 W/ F26-2 � i i � �
<br /> � � � i � a�
<br /> w �� � � : � ° T ROOF FRAMING DETAILS
<br /> .,., a_ i i i i ; i �'o
<br /> � o -
<br /> �- � ; � � _
<br /> o �/4 �5 ; : ; �� Date: 04/07/16 ,
<br /> � 4x8 SKYLIGHT � ` � � `
<br /> _ �' Design: Tg
<br /> � WT4x17.5x2'-0" LONG JOIST GIRDER PER PLAN � '
<br /> w ° REF DETAIL 3/S6.1 FOR �� ,
<br /> � COPE ONE S I DE OF ;� Drawn:
<br /> �- FLANGE AS REQD BEARING CONN TO HSS � a JM
<br /> � �
<br /> Project No: 16011-0158
<br /> a o COL (BELOW) o Y
<br /> a �' H 3
<br /> � 2x 6 W/ F 2 6–2 N OT E: _ �
<br /> N
<br /> � �
<br /> N N
<br /> � � � Approved:
<br /> � COLUMN NOT SHOWN FOR CLARITY. ~ � o Buildin No:
<br /> ROOF FRAMING AT SKYLIGHTS PLAN-TILT TO GIRDER TIE ROOF FRAMING AT MECHANICAL UNITS - POTENTIAL � .�� g A
<br /> Q. � .0 C
<br /> � SCALE: �/4"=1'-0" � , SCALE: 1"=1'-0" �O MAXIMUM UNIT AND CURB WEIGHT = 1100 LBS SCALE: �/4"=1'-0" 11 w � ;
<br /> � �o S5 . 1
<br /> � � � Sheet No:
<br /> C U
<br /> M � � O
<br /> . � Q N °' COPYRIGHT CRAFT ARCHITECTS 2016
<br /> � � �
<br /> F.0 16011-0158—S5.tA.dwg 3 O —J u rjmiheylova �
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