Laserfiche WebLink
___ _. __ _ _. __ _ _. _ ___. . _ __ _ __ <br /> � , <br /> I - - --'`v- � � _ .,-. ' �:. . �' �' � <br /> '�.� ; --r-� i- ;.;>.��- �, <br /> � �_� O <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 <br /> i � w w � <br /> � � � � � . � � � [ � � E ! � V . i � . � � � �� . � � � � � <br /> � s r � " . ' � I � , f ( � � . j � . <br /> � � � __.E�,�_��_f.� =�t��__.�__�____._. ' ____a_.____.!_� t _�.� 1 ._�ti� _ -----=-� _ __J _ ��_��-��� ,—? �! _.,�.-- � � � � <br /> _ .�._..�_—___.__.,_.__�__._a._..,_.r.._,__.__�_.��...___ - _ �=-i _.,_.-.��-�_ �— . �.._ _ �� ._ � � � � <br /> .�, _ --- , � � ;.�_�_ _ �_,__ � �,_ _,_--�-_.._...�_.__.... - _ ��,_ ._._-� _ __ <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^ <br /> . 5� W}' ' � i 1� i �I � ��LL �l � � � V! <br /> ; � �! {� �� � � � j � i� I ` �� ' , � SPACED @ 32" OC WITHIN GROUTED CELLS, Q � � N N � <br /> � <br /> __����= _,I�_____�-��____�__��T���_ .____��__ � ; t � ��T^��:_�_��-�_A �� -=--�►_�. I <br /> _.� ____.__._,� __._6.______�=�_r��__�_��.=—.`_�, '____._� _. ._. � _.�_�� -. <br /> � -r-------.--�----- - --,------! �--..----_ - ' --� _� : H O R I ZO NTA L R E I N F I S S PAC E D@ 16" OC I N � � � o � <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 /> � � <br /> . <br /> ADDITIONAL REQUIREMENTS if II�_.. ?� � �__..�.��__�_� � '� �� � �� �� �� � ��� �� � INFILL W/SOLID <br /> � � � � <br /> .�.�!�_ ___f.�___m___.._y:!____.__.__, _________�3�_._�_�._..�i �____�_tl_.._���_ 1 _____.___�.i L._.�_ <br /> NOT SHOWN �' � � � �� j�- ; `s� ! � ��f' �;�� �Y��� - ��� E � GROUTED CMU BLOCK ' <br /> ��____._� �� � `� �� � ��v � �� � ��.._�-•� U1 u1 � �D l0 <br /> ��� � � �� � i � � _____-� � � s� �� ' MAX ` --- �� - � � � � � � <br /> , ` _�'I_�,. _ � � _ . l__ _..- �____.�_ ______�t._. _��! �___ !�,�eµ_!L._._Y__;_.____���_____.��f_��, _____ !-----__.�_��:__ _. . _.�� _._.���_ \ �: <br /> � E ��__._.�� '� # i o rn m o0 00 <br /> � ���� � ; � i w <br /> _ _��_=�-____-�' --___ _`�_�_ � --- -��- -- ��----- � -#�: - - - i~--`�-=�r- ~ �-�i l`O O d\' � <br /> , � � ' I � ���� � I � � O O � O O <br /> ��C.__�.��__�_,_�____ ���� _ ��._____.___�C� � �_{�� <br /> _____�. .� � E�. �_,��,__.__._� . <br /> ; ; � � �� <br /> � � � � � � E g � � � o <br /> �� � � o � � � � ���, �-; � '��.� � � � _ __�.�3__ � _ !_���� �— � <br /> � � .��--��_:__.� Z <br /> II N LL' __�+I_ —_—��_ ; � _ 1��'; `� ����. __—_.''�_:—. �_ i� <br /> x ,.,,, , __,_ , - a� �. �-_ �� �.;_ �=_.-m:_._ <br /> w cn ; w cn ! Y�� 0 = <br /> I • __ =--��-_�-s_����� � e ��1�_ _ �� _��L�__ � � <br /> EXIST PLYWOOD -_:--� ___ ; �W�,-.��: __.�� -�__- �_.__-�._� . � Q <br /> EXIST ROOF TRUSS, ' , � � i =s ; ,,, <br /> " ROOF DIAPHRAGM WHERE OCCURS ' ' ; I � � �� - x �� ' w "' <br /> , TO R OO F �;____t__ ___.��� __��___, -�� . '_ . __ _ _ __.__ �_____, =_.�_��� .g w--- - I_ti,�_���_ "' <br /> —t r__ _e W�.� _ _ <br /> � , <br /> i� — "—t '_' ' ^ <br /> �_ — - 3 W! ' <br /> F � <br /> � <br /> �m�-_-_.�___ -��—___--�--��---��.�: ELEV VARIES� � � � � I j i � � �"�J <br /> � <br /> ! <br /> � � , a i . <br /> � <br /> . � ,� m_�.�� _ e�� __,�� _ 3� _ __�____. _�_��_____�--__�_i:�_ ���__:_�----� - �-�!��_ -- I— <br /> �_,---- -, --�-- ---, --=��== --,�---- � � <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 /> __ _ ! � ' � <br /> ! �' �" .� _ � _ �!�����,�_�„__�w__� __�___' _ `.� ___m ai! a���_�_�_r���._.�.____! w__k��_______.__l_.___-r==� �._.____�!.___,� � <br /> � _ ( =� -ir-- �_�,�-=- _-__ -� ___� � �� _�_____.� <br /> �-- �� �i E� �J f �� � � <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 � � � . � � , <br />