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<br /> �. NAILER W/ � �-, � � . : ,i �
<br /> � CONN PER ARCH �� ,, ! y `�' , i �`:`:'�': �� �
<br /> �
<br /> i `� :�, I
<br /> � �� � ' 3 4 � � � ; �:''�, ALIGN EDGE OF UNTEL �
<br /> ����� ! 6�I I � W/ EDGE OF CMU �
<br /> �,� , �. ��,n�._ '�'� � �
<br /> �,� � � , T� � -`' ALIGN EDGE OF LINTEL I , �;,`
<br /> 1, , ; ,
<br /> � ,� � j � � j ; "� END PL 3/8 x 6 1/2 x 0'-8° EACH END U J
<br /> - � � ,.__. �'� : �, W/ EDGE OF CMU ■
<br /> (2)#5 TOP '� � �. � : I '' ; �, �� ' _ � I � OF BEAM. PROVIDE 1 3 4° -�
<br /> � \� L_ �: 3/8 STIFFENER PLATE N l��� �.� _ � � ) � �1 ��I� �C�Gr.:=�`c!_f���� �,�/i�
<br /> ; ° �� � � � . CENTERED OVER COLUMN r�-, T THREADED ROD EA SIDE OF WEB; ��tc�:cTT, nF� �i2�2C?i
<br /> � �:.':'.`:. GROUT ACCESS NOTES: r= , r�-
<br /> � v \ I : .� DRILL& EPDXY INTO EXIST SOLID
<br /> CONC SHEAR WALL `4 � EXISTING EXIST FLUTED � �,`� .. �\� HOLE AS REQ'D • i''rION�: �25.�Ii.:S..�� r
<br /> PER PLAN &SCHED CMU WALL CMU -� I� � ��,[ FOR NOTES AND DETAILS NOT 3 16 (3) SIDES -�-- GROUTED CMU WALL W/6" EMBED ���h: r����-�.g.�g�
<br /> ' ` � � \ ! �`�� :.;.;::'.�� �� VERIFY OR PROVIDE SPECIFICALLY CALLED OUT HERE ,
<br /> HSS MULLION
<br /> ' EXIST CMU v -------- �-���� GROUT FOR CELLS REFER TO DETAIL 2. PER PLAN NOTES:
<br /> (2) ROWS QF HOOKED#4 BARS ° � � BOND BEAMS EXIST CMU � � DIRECTLY ABOVE BEAM � I I I
<br /> @ 24"OC, DOWEL& EPDXY ,, WA�L j � I I ' I I _ 1. FOR NOTES AND DETAILS NOT .
<br /> ` 1 ' HSS MULLION 1 I 3 16 � � 3 16 SPECIFICALLY CALLED OUT HERE � �
<br /> INTO EXIST CMU BOND BEAMS, � � ot NON SHRINK GROUT , CONC SILL REFER TO DETAIL 2.
<br /> AND PROVIDE 4 1/2" EMBED. °��r �:� �-�-� ��� ��-����--- � TO MATCH EXIST PER PLAN � � ALIGN EDGE OF COL BEYOND �
<br /> � : 'ti,�,` y �' � �. MORTAR COLOR W/ EDGE OF CMU 2° ALIGN � OF CO! 2. SOLID GROUT ALL EXIST CMU CELLS
<br /> NEW CMU FACE SHELL � CONC SILL EQ EQ W/� OF BEAM ON EA SIDE OF NEW OPENING E������
<br /> NOTE: �- , ' � �_...._.___.__.___._._. �_� (NON-STRUCTURALj �-- ALIGN EDGE OF LINTEL BEYOND � � � ; � � ADJl�CENT TO HSS COL'S,TYP. NOT 250 47H,AVE. S., SuiTE 200 '
<br /> �--. `*, W EQGE OF CMU REQ'D IF EXIST CEL.LS ARE ALREADY
<br /> EXISTING CONC FLUTES TO ,, PER ARCH � � � � �
<br /> �J�"""�" EDMOMDS WASHINGTOt� 88020
<br /> BE REMOVED PRIOR TO NEW � • �� � � '`-� � � 3 16 + �� � 3 16 PWONE (425) 778-8500
<br /> SOLID GROUTED. '
<br /> � FAX (4Z5) 778-553fi
<br /> - WALL CONSTRUCTION. 2x CONT PT WOOD NAILER '
<br /> . ; .
<br /> � \, � SECURED W/ 1/2"� 1/4" x 3" SIMPSON TITEN VERIFY OR PROVIDE '� � Pl.5/8 x 6 x 0'-9" � a, VERIFY OR PROVIDE � � PL 5/8 x f x 0'-7"
<br /> � SOLID GROUT BELOW SOLID GROUT BELOW
<br /> � "�`"'� ' `4 � COUNTERSUNK WELDED MASONRY SCREWS @ 8° _l_
<br /> INCREASE CONCRETE COVER SO THAT � � � `�, � �� OC EA SIDE OF WEB COLUMN BASE PLATE, r- - , T COLUMN BASE PLATE, r- j
<br /> � n., THREADED STUDS @ 24 OC " ' 6�� CONTWUED DOWN TO � ' � , 3/4" NON
<br /> 3/4" IS PROVIDED AT RUSTICATION JOINTS ` '`• �`� �, CONTI(vUED DOWN TO � � � 3/4 NON I
<br /> � NEW STEEL�INTEL FOUNDATION � SHRINK GROUT FOUNDATION � � �
<br /> � � �il`� , SHRINK GRQUT �,Y�Evl' C,�-
<br /> Q ' � � BEAM PER PLAN I � . '1 1 3 4" THREADEQ ROD. G� �� �As��st�
<br /> � I �� � _ � { } / � �sv �
<br /> �, - � - v (2) 3/4 �THREADED ROD. -�'`_"`"'�- .;�
<br /> :.
<br /> A ��� I � ,..•;. DRIL�& EPDXY INTO EXIST � �
<br /> • 'r� _v
<br /> V �,_ �--- -- DRIIL& EPDXY INTO EXIST -'�--`-��'�=��--'- CMU WALL W/6" EMBED,TYP. `� ' �
<br /> -_ -__---�-�--- -__�_--_--___ CMU,WALL W/6 EMBED,TYP. -
<br /> CONCRETE SHEAR V1/ALL STEEL LII�TEL �EAM SECTION AT NlULLIO�IS ; SECTIOiV AT JAIVIBS ��,�,ss 23�5� �,�
<br /> 1 , _ , ,, � „ _ „� 1 �
<br /> SCALE: 1" = 1'-0" � SCALE: 1 1/2" = 1'-0" � SCALE: 1° - 1-0 � � SCALE: 1 - 1-0 4NAL
<br /> ' 05/18/16
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<br /> � � � � � � � � j � I � � �� �� I� � j � � �� i� � � EXISTING CMU WALL PER PLAN. OUR � � � � �.
<br /> � � � ,--^� .._._:�____r _.�,�.���___��____:�.����__���il�_.����__�_J��..r__�___��_����--������w_;�_��,--_:._�.f�_�.�__�t�__ ���.-, �_—_���.--�__;���._�._�_'�"' _�i� ._._���,I _ UNDERSTANDING IS THAT VERTICAL REINF IS t� V � m 'w^
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<br /> ; � �! {� �� � � � j � i� I ` �� ' , � SPACED @ 32" OC WITHIN GROUTED CELLS, Q � � N N �
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<br /> �� � l � __��______ � s 1 i
<br /> f E � � � �� �� i � ^ � ~ � � THE MORTAR JOINTS,AND BOND BEAMS E-+ o o � Q �
<br /> PROPOSED RO. REFER TO �_���rv __�1�.___�_�4j�,_���C�_._ !�_��.i�_�_����___��.����.� _�,��_���� ���� ��_____���__-_-i�_ _. __ _iI T- ��_� �� ARE LOCATED AT THE ROOF LEL�GER LEVEL � O i\r� O z w
<br /> .__,� -______.� , �___�__.__,_... . - �- �,.._..._�__�._� �--__...__�..�� - LI,J
<br /> DETAILS ON 54.1 FOR � j� � i � � �� �� � r � � � "- �
<br /> __._ � � � � -...- _._." --��-- ( �
<br /> � �
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<br /> ADDITIONAL REQUIREMENTS if II�_.. ?� � �__..�.��__�_� � '� �� � �� �� �� � ��� �� � INFILL W/SOLID
<br /> � � � �
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<br /> NOT SHOWN �' � � � �� j�- ; `s� ! � ��f' �;�� �Y��� - ��� E � GROUTED CMU BLOCK '
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<br /> . j �______ �__.. � _____ _ _____-_-� HOOK BARS THAT ARE ��� .u-- _ �i �.� _.--��w �� __..�;E __,�� �� � � � � � r ^
<br /> � � �> I N T E R R U PT E D BY _��,._�C_ . _ L�.�-.�;,�-�-��_�._��!�__�_��.�__������r-� _.--;��---}�---=-- '�- __ ��:���-:�--a��:_w�-�� _,. �-._:_-�_ � _.__�_�_��� �/ J
<br /> , � � '�` PROPOSED RO ;� � � � , � �� � �� � � � �-9� h--1 LLI �
<br /> __ _ ! � ' �
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<br /> � _ ( =� -ir-- �_�,�-=- _-__ -� ___� � �� _�_____.�
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<br /> I /� � ._���__ ����__.w�._���_.._.�L_____ _.!�-f��� '!____.._�_______1�___.-_ i� �!_._-___ �!___��� u �� H �
<br /> I t i ' � > � �
<br /> � M � I u � �
<br /> _ � EXIST WOOD DRILL& EPDXY#5 @ 24 OC VERT AND � � � O � ..,
<br /> ♦ LEDGER
<br /> #4 @ 24" OC HORIZ. LAP AS SHQWN. a �
<br /> PROVIDE (2) BARS EACH DIRECTION, N � � �
<br /> - EXIST RO EXIST RO 4�� EXIST RO ' �
<br /> MIN.AT CMU,VERIFY/PROVIDE ALL F J
<br /> OMIT WWGONE SIDE
<br /> PER ARCH PER ARCH EMBED,TYP PER ARC!-i CELLS W/DRILLED REBAR ARE _ �j � � � �
<br /> GOUTED . PROVIDE 4" EMBED, MIN 0 � O 1-�-�1 � �
<br /> AT INTERFERENCE W/ HSS COL ` Z
<br /> EXIST FRAMING PER PLAN ' , `� � �"i f--� � �
<br /> � f"'� � >
<br /> + - + ELEVATION AT CMU INFILL ` � r�I� � �
<br /> � � SCALE: 1/2" = 1'-0° , � � J O
<br /> � � ��.!
<br /> I _ . p � �
<br /> � � Q� �
<br /> I _ �
<br /> ..r i� � �� NOTE: � �
<br /> ' � \ DRY PACK OR SHIM I I '
<br /> f \ ALIGN PLATES W/ BEHIND PLATE AS REQ'D � � HSS COL
<br /> --rt �'' ♦ FOR FULL BEARING. � � PER PLAN
<br /> i . i _ � GROUTED CMU � � ,
<br /> BOND BEAMS � �
<br /> SHEET TITLE:
<br /> \�� � � WHERE POSSIBLE 1 1/2° � �
<br /> p I 1 ` 3 16 ,
<br /> _ z 6 „ , , CMU/CONC DETAILS
<br /> . o � 11/2 � , ,
<br /> N a 54,•1 � � PL 1/4 x 5 x 1'-3°
<br /> � � `: � '
<br /> I---------I "}"_"� �t��.__ � - GROUTACCESS
<br /> � � DOWEL& EPDXY 1/2"�b,THREADED EXIST CMU WALL I ` HOLE AS REQ'D
<br /> I - N I I
<br /> .�. .� � � ROD E/�SIDE OF HSS COL INTO t ti�_ ����.
<br /> I I EXISTING CMU WALL W%3" MIN EXIST FLUTE
<br /> BASE PLATE 5/8 x 5 1/2 x 1'-0" � i � EMBEDMENT. DO NOT DRILL CMU j LINTEL
<br /> W/(2) 3/4"�THREADED RODS �� � � ` . THROUGH REBAR. USE SCREEN TUBE �; PER PLAN
<br /> DRILL& EPDXY INTO EXIST �LT � � ALT IF CE�LS ARE UNGROUTED. {
<br /> REPAIR AND GROUT CELLS /' '
<br /> � CONC Wi 6" EMBED � � ABOVE STEEL LINTEL � '' DATE: 04/08/16
<br /> �., _ I---------I f
<br /> � i i `___�___ )OB NO.: 14008
<br /> � ' 3 16 3/4" NON � : � � ALTERNATE ANCHOR ; i `-- 1/4"�x 3" CONCRETE
<br /> 3 16 LOCATION. USE IF REBAR IS ~—�
<br /> SCREWS @ 12" OC
<br /> SHRINK GROUT TO EXIST� � � ENCOUNTERED AT
<br /> �� �� � � T rv � � ONE INCH AT FULL SCALE.
<br /> � . , , � �� Q � �� . � _w �'��_�µ� SQG I I STANDARD LOCATION , NOTE:
<br /> � � �� ' �'� � , '`~ � � CHIPOU'i MORTARJOINT
<br /> � IF NOT, SCALE ACCORDINGLY
<br /> � � & EXTEND UNTEL ANGLE
<br /> � ' d. . - _3
<br /> . �, �_.�.� ' _.______..__.._____ �.�__._ .�.__e._ '_�._;_____�_____.w________.�
<br /> u 1 1�2„ 8 MIN BEYOND EDGE OF SHEET:
<br /> TYF ',
<br /> OPENING ON EACH SIDE.
<br /> � } '
<br /> ' � STRONGBACK ELEVATIOIV 6 DETAIL ; 8 STEEL LINTELATWIDENED DOOROPENING ' �
<br /> �
<br /> _ y SCALE: 3/4" = 1'-0" SCALE. 3 - 1 0 SCALE: 1 1/2" = 1'-0°
<br /> _ ' SHEET 2g OF 95
<br /> ; _ ,
<br /> i � � � . � � ,
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