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<br /> �-- I _ _ _ _ _ _ _ _ I I I � Copyright 2017 Swenson Say Faget-All Rights Reserved
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<br /> 1. ALL EXISTING CONDITIONS AND DIMENSIONS MUST BE FIELD VERIFIED. � I I I � I � j � j I ��
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<br /> ' I I i r - - - - - - - - - - - - - - - —I '� I CHECKED: DVM
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<br /> (E) 5'-0»sq x 1'-6"dp i � I I � I I � APPROVED:
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<br /> � _ - - - - r COLUMN TYP. � -1
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<br /> I I � � I I I I I I I EXISTING COLUMN I I�
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<br /> Le end �� � i i �1'�p:�� , � ; i � + —
<br /> 9 I I I '�,l` I � � I I I � � i � REVISIONS:
<br /> ��' LOCATION OF DRILLED MICROPILE. NUMBER OF MICROPILES SHOWN I I I � I I � Foundation Only
<br /> IS BASED ON PILE UPLIFT/COMPRESSION CAPACITY OF 50 /PILE � � � � ; � 2 Permit Comments 7/il/201�
<br /> K � I I } � L - - - - - - - - - - - - - - - � ,, � , � 3 Buildin gPermit
<br /> C A P A C I T Y. M U S T B E V E R I F I E D B Y T H E G E O T E C H N I C A L E N G I N E E R A N D ��, I I I � ' � � C o m m e n t s 7/1 1/2 0 1 7
<br /> BY PROOF TESTING. �i � � I «—(E) 3�/2» CONC. SLAB ON GRADE '�> � - - - - - - - - - - - - - -- - - 1 '' � '
<br /> � - - � I I I I � - - � o
<br /> - - - BRACED FRAME LOCATION. SEE FRAME � � I I I I I I ,
<br /> ELEVATION 12/S3.1 � � I I � I L - - J `�'
<br /> � - - � I I I �
<br /> �C DENOTES SPALLED BRICK AT BRICK MASONRY COLUMN WRAP. i I I I � ��� � " I �j � EXISTING FOUNDATION �I
<br /> � � � �`�,,�� � 'I I WALL & FOOTING, TYP.
<br /> NOTES: AT BASE OF EXISTING COLUMN CHIP BRICK TO EXPOSE RUSTED REINFORCING. I I I I
<br /> CLEAN REINFORCING AND TREAT WITH RUST CONVERTER. PATCH BRICK WITN MATCHING � � � � s �--�----�----��-G I I
<br /> BRICK FACE SHELL SURFACE CRACKS SHOULD BE CLEANED AND SEALED W/ EPDXY GROUT. �' � � _„� �I I I �
<br /> COORDINATE WORK WITH STRUCTURAL ENGINEER. I � � I I � � DPD:
<br /> I I I I I ' .
<br /> B: EXISTING FOOTING BOTTOM & TOP ELEVATION WITH RESPECT TO FLOOR ELEVATION. � i I I � �
<br /> • � - -I,- - -� I I r- - - - - -� � - -f',- --� � - -I �I � - - - - �
<br /> ; T. (MUST BE VERIFIED)
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<br /> ALTERNATE: DEMO BRICK WRAP AT (E) WF COLUMNS AND NON-STRUCTURAL BRICK MASONRY COLUMNS j j � � � �
<br /> TO BOTTOM OF BRICK SPANDRELS (SEE ELEVATIONS). REPLACE WITH RECTANGULAR CONCRETE COLUMN I I � I I
<br /> TO MATCH DIMENSIONS OF BRICK. REINFORCE WITH (4) #5 VERT AND 6X6 W1.4XW1.4 MESH EA FACE. � � I I
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<br /> WHERE COLUMN WRAP OR PILASTER IS INTEGRAL WITH ADJACENT WALL, DEMO BRICK TO FACE OF WALL I � � I � ! - - I - I I
<br /> AND REPLACE WITH CONCRETE FACEING TO MATCH MASONRY DIMENSIONS. REINFORCE WITH (3) #4 VERT. j j � � � � I '- EXIS NG EXTERIOR
<br /> AND 6X6 W1.4XW1.4 MESH AT FACE I I � � � � � F00 NG, TYP. � � o
<br /> � � I I l : ! i1°t3 ? � � i��, � , � � I I � �
<br /> NON-STRUCTURAL
<br /> I I � � I � N PROIECT TITLE:
<br /> BRICK MASONRY � _ I � i i � i � � L - - J
<br /> C O L U M N i i i i C H C B S B
<br /> � � i i BSB CENTER
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<br /> I I I I I 3-0 sq x 2-0 dp PILE I I �
<br /> � , � � �, � _ I I I � CAP AS EXTENSION TO I I �� aRCHirEcr:
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<br /> I I I I I I I � I I I I i I E FTG. W/ � fi� � � AWI
<br /> I I I I I ' I I ' � � � I � E.W. TOP & BOT. � �
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<br /> � � ( y�. ) � Architectural Werks, Inc.
<br /> �1�� I I , � � � ' �+ 11416 98th Ave NE, Suite 200
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<br /> , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ � 6„ MIN. DIA. DRILLED Kirkland, WA 98033
<br /> IL - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - � �
<br /> � I I I MICROPILE W/ 7 � ' � PH 425 823 2244
<br /> �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - CASING AS REQRUIED
<br /> � r - - � r- - - - � � - - � I
<br /> I I ' I I I I I I I I (typ. of 22}. ESTIMATED I
<br /> I I I I I I I I I I PILE LENGTH = 25'-0"
<br /> I I I I I I I I � I � SEE TYPICAL DETAIL ' I
<br /> I I I � I I I I I I � � � FOR ADD'L INFO. I �i o
<br /> I I I I I I I I I I �„ i
<br /> , , , , , , , , , � , _I ; N N Building Permit
<br /> I I I I I I I I I I BRACED FRAME i `-
<br /> SAWCUT/DEMO (�) SLAB OR PAVING I I � I L _ _ _ � L - - - - - J I I I (typ. 4 loc's). SEE 1 �
<br /> FOR PILE CAP & MICROPILE INSTALLATION � � , � I I I TYPICAL ELEVATIONS � � SHEEf TITLE:
<br /> � REPAIR/REPLACE' AFTER INSALLATION j � � L j I I I I
<br /> 1'-10°
<br /> 2/S3.3 t I I i : � . � j I I � ����E�T '
<br /> y� � � � � � � �,�-�� �: � �� ��,���� Foundation Plan
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<br /> I I � � 3/�6" _ �'-o" U.N.O.
<br /> �
<br /> � � � � � L - - - - - - - - - - - - - - - - - � �- - - - � �
<br /> DATE:
<br /> � � —_� _ -� - - - � � - - � j �J May 4, 2017
<br /> I i I � I I � L - - - - - - - - - - - - -
<br /> I I 12�S3.1 � � � - - - - - - - - - I � I �E� 4�-6°Sq X ��-6HdP—� - -�- - �� � PROJECT NO:
<br /> _!_ _ �J � - - - �J L - - - - J � L - - - - J� FOOTING n J� 11221-2017-01
<br /> ' � � �� � NON- STRUCTURAL ��r B: -4-0 +
<br /> E 4'-6nsq x 1'-3"dp ! ���9 (E� 5'-4"sq x 1'-6°dp� ! �+�j I ��"�> PILASTER +�> 2 T: -2'-6" ' ��9 SHEET N0:
<br /> ( ) � FOOTING ' � � �
<br /> FOOTING
<br /> B: -4'-0" B: -4'-0° Foundation Plan
<br /> ' „ 2 T: -2'-6" Scale:3/16" = 1'-0" •
<br /> �2 T: -2-9
<br /> NO: OF SHEEfS:
<br />
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