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sTRucTua�►� . <br /> ENGINEERING <br /> ziz4 Third Avenue-Suite�oo-Seattle,WA g8�zi <br /> � <br /> p: 2o6•443•6ziz ssfengineers.com <br /> � <br /> , � <br /> � ; Copyright 2017 Swenson Say Faget-All Rights Reserved • <br /> � � <br /> � � <br /> (E) ROOF OR FLOOR DECK 3/�s typ. at horiz. leg i i <br /> � � � � J. s9 <br /> � � <br /> ------------- � ; ���.��� <br /> -------------------------------- � <br /> ' ' CP � <br /> � � �� , <br /> � � � <br /> � � <br /> � � <br /> SPLICE SHALL OCCUR � � <br /> 4'-0" MIN. ABOVE FLOOR ; ; � �, 300 ��s <br /> t�� 3/ts 3 L 5x5 OR L 6x6 DRAG LEVEL OR BEAM/COLUMN � � �`��'10 �' <br /> STRUT PER PLAN. COPE CONNECTION ; ; <br /> EXISTING STEEL BEAM ANGLE FOR FIT UP TO � � � <br /> (E) BEAM. BEAM SIZE � � <br /> � � � <br /> VARIES ; ; DRAWN: <br /> � � HSS COLUMN PER 12/S3.1 RWG <br /> � � <br /> � � DESIGN: <br /> ; DVM <br /> � . <br /> ' CHECKED: <br /> DVM <br /> APPROVED: <br /> DJS <br /> T ical HSS Column S lice � <br /> 2 Dra Strvt at Steel Beam 3 yp p <br /> � 9 <br /> � <br /> REVISIONS: <br /> � Foundation Only <br /> Permit Comments 7/11/2017 <br /> D E MASONRY COLUMN 3 mments � �� zo�� <br /> Building Permit <br /> � � � Co / / <br /> � . <br /> E COLUMN PER PLAN ' 1�4 <br /> � � I <br /> � <br /> � <br /> � � t� 3j�s L 5x5 OR L 6x6 DRAG <br /> DPD: <br /> ;�; L 5x5 OR L 6x6 DRAG �„ STf�UT PER PLAN W/ <br /> I ;; I STRUT PER PLAN - CO�NECTIONS PER S3.1 <br /> " I L 5x5x�/2 (E) ROOF OR FLOOR DECK <br /> I �� . <br /> „,,, � <br /> - ------------------ -------------------- <br /> �� -------------- ---------- — — — — — — — — — <br /> � ;� } L 5x5x�/2 L 5x5x�/2 =___________� <br /> � " - - - - - - - - - <br /> �� <br /> , <br /> -------------- „ <br /> �� � � � � <br /> FRAME COLUMN " � � � <br /> �� I Z <br /> „ ,� <br /> PER PLAN " I 4 4 L 6x6x�/2 UNDER 3 n � , <br /> n n `� <br /> �� min. la � 3/s"x4"x0'-7" �aP R /s"x2/2"x0'-11" <br /> � " � LANDING SLAB P <br /> ;; VERIFY WITH JOIST <br /> L 6x6x�/2 � �� j CHIP E MASONRY TO EXISTING STEEL JOIST DIMENSIONS <br /> � „ � � � (E) 12x16 CONCRETE <br /> EXPOSE (E) STEEL BEAM. BEAM AT LANDING <br /> E MASONRY WALL — � �� � WELD ANGLES TO BEAM � <br /> O i ;; i <br /> W/ EMBEDDED BEAM I ;; I PER 3/S3.2 _ <br /> PROJECT TITLE: <br /> Plan CHC BSB <br /> BSB CENTER <br /> T ical Dra �tl'Ut S �IC@ 7 Dra Strut S lice at Steel Joist � 4205 Rucker Avenue <br /> Yp J p 9 p <br /> VERIFY ALL CONDITIONS Everett, WA 98203 <br /> AT EXISTING STAIR <br /> _ <br /> ARCHITECT: <br /> AWI <br /> Architectural Werks, Inc. . <br /> � end � to L t 11416 98th Ave NE, suite 200 <br /> , yP•�4 Kirkland, WA 98033 <br /> � PH 425 823 2244 <br /> � <br /> � , <br /> ; ; stair opening <br /> � � . <br /> � , <br /> � ; L �x5 OR L 6x6 DRAG � <br /> � — — � �� � � <br /> , , �� � � (E) ROOF OR FLOOR DECK �„ STRUT PER PLAN W/ Issu : <br /> — — ---------------- ---------------- � � � � <br /> , ; , � � � � � - CONNECTIONS PER S3.1 <br /> � � � � � � � � Building Permit <br /> � � � 1 H H <br /> � � � I II II <br /> 1 � <br /> � I <br /> I � <br /> ____________ <br /> i i N� ------------ <br /> ------------------ ---------- ------------ <br /> i i <br /> ; ; 2�� m°X. � � Baced Frame & <br /> � , <br /> � � <br /> ; ; CONN. TO SLAB PER 4/S3.1 Steel Details <br /> � � END � �/2��x5��X1O'� NOTCH ANGLE TO FIT <br /> � � �'�� BOLT THROUGH BEAM. EXISTING STEEL JOIST OVER TRUSS TOP CHORD. � � <br /> � CORE DRILL & EPDXY BOLT RADIUS CORNERS OF SCALE: 1° - ,�-o° u.N.o. <br /> � NOTCH <br /> ' IN HOLE. DO NOT DRILL DATE: <br /> THROUGH (E� BEAM REINF. May 4, 20�� <br /> PROJECT NO: <br /> 11221-2017-01 <br /> END R �/2"x6"x6" SHEET NO: <br /> Elevation <br /> . . <br /> 1 Dra Strut at Steel Joist � 2 <br /> 10 1 g . <br /> N0: OF SHEETS. <br /> — 1---_ _ �--__ _ . ._ _� <br />