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6n �n ��n <br /> � <br /> ' BASE � 2" GR. 50 W/ � � � � ��N <br /> , , <br /> , � <br /> BASE � & ANCHOR BOLTS � � (12)3/4"� F1554 GR. 55 = STRUCTURAL <br /> PER 5/S3.1. ORIENTATION � � ANCHOR RODS & � 1° _ ENGINEERING <br /> grid �„ VARIES. CENTER OF FTG. TOP OF NEW PIER TO MATCH ; ; ANCHOR PLATE SAME � �, � � ��N <br /> typ• EXTENSION (E� PLINTH � � DIMENSIONS W� DBL. � � ziz4 Third Avenue-Suite�oo-Seattle,wA 98�z� <br /> ; ; NUT EACH ANCHOR ROD � � p: zo6.443.6��� ssfengineers.com <br /> � (E) PLINTH BEYOND ; ; � — <br /> � . . . � � .`ic.� <br /> ♦ Copyright 2017 Swenson Say Faget-All Rights Reserved <br /> � �� � <br /> � 1 � 1 � � � � <br /> � � � � <br /> I .���� . 1��� . �j VERT. BARS W STD. � , � � <br /> � � „ <br /> II" l � � t � �""� — — — — — — — — — — — — — — — — — — — � �p <br /> � HOOK AT BOTTOM (18 total) � � ; ; I � � � � J• S9 <br /> — — — — — — — i i i i » n <br /> � — — — — — — — — — — . � . ; ; ; ; EXTEND THREADED BAR � � 12 12 6��`��� <br /> � � � �3 TIES � 6"oc W/ (4) PIER HT. VARIES ; ; ; ; 12" ABOVE ANCHOR ROD � I �� <br /> (E) FOOTING � � I #3 TIES (� 4"oc AT TOP W/ (E) FOOTING ; ; ; � PLATE & PROVIDE DBL. <br /> (size varies) � � I • ��� • DEPTH & EXIST. � � � � NUT W/ 1°x8"x8" PLATE I � �, 300 � <br /> ' � � , n PLINTH HEIGHT WASHER I � o �. <br /> j .. I � � 3-0 sq FOOTING EXTENSION. I � 'c�ssj0 �Cs <br /> (E) PIER � � � � � � � � POSITION ON (E) FOOTING — — — — � ANCHOR � 1"x14"x1'-9" � � <br /> I <br /> � I , � VARIES. W/ DBL. NUT AT EACH � (E) 5'-0°sq x 1'-3" FOOTING <br /> grld _—�—_ _ _�_ _ _ _— � � _ ANCHOR ROD I I <br /> � � ' � MICROPILE PER PLAN. . _ . . I j I � "� RWG <br /> (E) COLUMN & � COORDINATE LOCATION �_____ <br /> MASONRY WRAP � • • • • <br /> I �-- —� —�I—�-- I W/ MICROPILE INSTALLER � j /��� DESIGN: <br /> � , �� , � � � • � DVM <br /> � � < 3/S3.3 ; ; ; ; � � �—� 3'-0"sq FOOTING EXTENSION CHECKED: <br /> � � � (E) FOOTING ; � ; _ � (3)#6 HOOKED DOWELS � . � (see 2/S3.3 for callouts in DVM <br /> � � ' - ' AT SIDES WHERE NEW L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J � APPROVED: <br /> common <br /> � � FTG. MEETS EXISTING. • • DJS <br /> L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J DRILL & EPDXY 6" IN • <br /> EXISTING FOOTING <br /> . �� �� . <br /> / , / , <br /> l`J� l\J� <br /> . . . . . 4 <br /> 2 <br /> 3 <br /> _ <br /> REVISIONS: <br /> � Foundation Only <br /> Permit Comments 7/11/2017 <br /> 3 Building Permit <br /> Comments 7/11/2017 <br /> a <br /> �°c <br /> � <br /> � � <br /> DPD: <br /> a� <br /> a <br /> � <br /> — <br /> PROJECT TITLE: <br /> a <br /> CHC BSB <br /> BSB CENTER <br /> � 7 � 4205 RuckerAvenue <br /> 5 � <br /> � <br /> Everett, WA 98203 <br /> � <br /> ARCHITECT: <br /> AWI <br /> �� Architectural Werks, Inc. <br /> 11416 98th Ave NE, Suite 200 <br /> Kirkland, WA 98033 <br /> PH 425 823 2244 <br /> � PROTECTED ZONE <br /> � <br /> ISSUE: <br /> Building Permit <br /> ���� <br /> �s � � t fr NOTES: � <br /> �� ° ' ;���. <br /> : • <br /> ,�`�� ;� <br /> r <br /> s,,�e��,,;;��°��� � �*' 1. ALL BRACES SHALL HAVE PROTECTED ZONES AS SHEETTITLE: <br /> � SHOWN ON THIS DETAIL. MISC@IICJtI@OUS <br /> 2. WITHIN THE PROTECTED ZONE, Deta i Is <br /> DISCONTINUITIES CREATED BY FABRICATION <br /> AND ERECTION SHALL BE REPAIRED. � <br /> COORDINATE W/ THE E.O.R. sG'�E: <br /> 3�4" _ �'-o" U.N.O. <br /> 3. PER AISC 358, NO ATTACHMENT SHALL BE DATE: <br /> MADE TO THE PROTECTED ZONES OF THE May 4, 2017 <br /> BRACED FRAME MEMBERS. WELDED, BOLTED, PROIECT NO: <br /> SCREWED OR SHOT—IN ATTACHMENTS SHALL 11221-2017-01 <br /> NOT BE PLACED WITHIN THE PROTECTED ZONE. sHE�No: <br /> � <br /> No Scale � <br /> 9 <br /> 10 <br /> � � Braced Frame Protected Zones � 2 <br /> N0: OF SHEEfS: <br />