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I� _ <br /> ..,.,_:..� ..:���_�___ _:..__... ...._._�__ � _.,...... .�....._...�_._,._. <br /> .._.__._.�_____�. <br /> .,,....__,_,�..__�..�___�_.... � . ,.,.._.�...�.._ .,...__.�....._.. ,.� _�_.,_..�_.�.�.....,_,.�..�.Y,�_._ __: <br /> � ._�._��...�_�.__�.,.._� .,._,_._..,�..._.�,� _�__.._._... _._.__.� _..�.,._.._,.�__W��� .. � <br /> � � EXIST GLB � <br /> . _ . .�.( ._.�. .._ __. : ... �_� . ._. _ _ _�. <br /> � <br /> _. __ � . . __ . .� m �. ...��._: .. .. _.. .._w.....� _�_ ----- __�.._ _ . . <br /> . . �._ ._.___ w.�._ �_�_�_.�_�__�.�_.N.�__�_�_�_.�_. ___ __w_. �.��.. ���_��. .�._. _ . � : <br /> �_�._� �_ �___� �___�.�.�_...__� <br /> : �� Y...� s�.� . ��� � _..._ _ <br /> � ENGIN C <br /> _ �� �=-------���...-.-f� �� <br /> � ----.�- 250 4TH AVE. S., SUITE 200 <br /> i <br /> , ... ....._..�......_... m_..�.��.. __�_... ... ..�__...... �.�..�..... .. ..�__.. .�.�.... .� ....,... ......:..:. . .�. .._.._� _:.......�� ; � �_�......... . .._._._.��. ...�.._._..�.._._._._.. _____�_......._ . .:�.. __....__._�._ _._. _�..._____._� ._..�_T_ <br /> ...... _�___ _.�.��_�.. ___..�.�.� _..._.. �...__._ <br /> W. __.__. w.,....�._._ ._...._....___ ... ..�..._ ..__....._ _.. ��, � .��� _.__..�.._,.___; c� .�.�_�.�_.._���_._...._ � ..__.__..�_W_.�.._ _.._w�_�.�...___...�... EDMONDS, WASHINGTON 98020 <br /> _ . <br /> �� �� � <br /> . �.� _.._.__.�..�..�,_3 � _��_� PHONE (425) 778-8500 <br /> CONTRACTOR TO FIELD {_�W �� FAX (425� 778-5536 <br /> VERIFY THAT EXIS7 REBAR <br /> ��... .. ..... <br /> _.�..._. ___.....__.�.., ..... 1. . ......�..._... �. ......_. _ <br /> . . . . .. . ............._. ...,. ,.....,,..�.,........,,., f...,.. .._,.......,.,,,,, ....,.. ,..._.......,..,; . ... .. . . '^^„ _. ,....., ,. ., ...,.,,. ...,,... ....,,.,.. . ......,., ,..,... ..�..,..�.m.m.,........ ,,. ...:.......M.._......,,,......,,.... �...,,,.,_.......:;.,, . <br /> � ._._r_ .. , .,_, __..�...___.�..�.._..,_.._._.._.�.._ �_m...�....._.. WILL NOT CONFLICT W/___ � ._.�.._..�.. _.�._..n._�� , <br /> ..�_..�____. ..__.._. .�___...__.._____.�; .�..._.._... _ __,_.... �_.�, <br /> ,.......____,__.���.___.,_ <br /> PROPOSED BOLT LOCATIONS � �--.,,�„_,,.�. ���' �_..._.,�_.._ <br /> I � . ._...��_.�.... -.� <br /> � ['; ��,: ._.� � <br /> � _._.����_ <br /> �: µ�.��_.�:� _._._._....�� <br /> _ ��_ ���._.......� —. ' i� �� „ � �� � Gu jL <br /> , +ii + �i + €� �' �i +-�� �� + �[ + €� -}- �� -+- -}- 4.� oF was l.� <br /> �i + + �� -}- �� �i ��- + �i ��-- + �� + i� + �[ -}- -}- � �, . �'l�. <br /> �� �� �� E� €� �� �� �� ti „ � <br /> ���... — �� �� �� �� �� . �� i� �� �,� ,v . <br /> . .�.,.. � <br /> ��._�_.__. .....___. _�.__.. �...__.__ _.._�_ __ ......�...._..� __.____.�._ ___. _...._. _. <br /> : STAGGER EVERY � � z . _. ._ _.___ _� � ..,_ _._ � <br /> OTHER,BOLT � _� � c��.�2�e5 <br /> ; <br /> `r `�RAL �' '� <br /> �m� .. _.. _._.__�� ._ �.....�_. __._.. .. ._.� __... _�..� __�...... __._ <br /> mm ....... �,_.._._.. ....�__.. ..�._. ... . ..... ......� ..�_.........._ SSroNaL �� <br /> 1 1/2" 4�� 4�� 4�� 8�� 8" 8'r I 4" I 4" 4" 1 1/2° �2������ <br /> , . , . , . . . L I. . . . <br /> . . . . , , TYP � SECTION A-A ' <br /> .� .� . . . <br /> ���..i..�s�■��.� <br /> .. � _.... ..... �........,, .. _...... �..,.._ ........ .... ......._ _._.. � .,. <br /> _..._... , ......�_�. ..... ,. „_.....� .�._ �� . f,�.,,.., , .,, , ._ .......... .......�.�.�...... .,..,. :...... �..... �... <br /> ...,,._. .,.....,,___�� : � <br /> � NOTE: � ' <br /> �..� ...�.,... . .._....__._..... � i �� � _._..., .. ._._. ...._._.__„�...,_� <br /> CONTRACTOR TO PROVIDE '�� � � ,� � � _..�.�. <br /> HORING OF EXISTING ��_=_=_=_ �I i . � ______-� <br /> GLB AS NEEDED UNTIL STEEL CHANNEL <br /> ( I [i �1 6 ��� <br /> HEADER IS FULLY INSTALLED. �.. _=_,._=�� w +' (I �- II -}- (I �- I[ -}- u' <br /> �.�. �,, ���+ I I + l l ♦ I� + (; <br /> � �_ -} �� _- �-� ��.��� ' <br /> _ � �! � !I €l !I ii � <br /> w �I E1 (I !1 I� w � EXIST CMU. <br /> i _ �__=____ _.��_ �_.�...,. =______� PILASTER <br /> ._. ._. ..,.�w-�.__j:._�� N N �_. . _.. ............____. �-- <br /> . � � � � . . . � � � � . � . � . � : . � - � . . . . _ . . . . . � . . . � �-\-I . � � � . . � . . .. � � �-`j � � � � w ._ . .. � <br /> . <br /> _�i �, ��_rW����, N <br /> � � ����_ - ��'L__�, .-� Z <br /> L 6'-5" �, z <br /> O � <br /> ROUGH OPENING — <br /> � <br /> CONTRACTORTO FIELD � oQC <br /> . SECTION B-B VERIFY THAT EXIST REBAR � � <br /> ' WILL NOT CONFUCT W/ � o <br /> EQ EQ PROPOSED BOLT LOCATIONS W � <br /> : � .--� <br /> .��� EXIST CMU <br /> 3/4"�6 THRU BOLTS @ g° OC. � EXIST CMU WALL , ,-, :� PILASTER � — <br /> , VFY/PROVIDE GROUT IN '~�,- EXIS-C CMU '���� �I --- <br /> , �<��. � <br /> CELLS WHERE NEW THRU ' :� -�-��� � <br /> WALL � � �; PL 1/2 x 6 x 1'-1" EA W � <br /> : ,�` : �'�� : , � SIDE OF PILASTER 1- t� <br /> BOLTS ARE LOCATED CHANNEL PER PLAN <br /> � ,� ,. ,! <br /> �:;: EA SIDE OF WALL � <br /> � ( _�; B <br /> . .:�.:,. (4� 3�4��� BOLTS W/HILTI � ' {,r <br /> � � = �,'� 1 4 � N <br /> - HIT HY 70 &4 1/2' MIN O <br /> ,;, �,/ �� (,� <br /> � A � �/ + -�- ;,� ---- . <br /> - EMBED EA END `M d CONTRACTOR TO FIELD Y <br /> '� � �� ;� VERIFY THAT EXIST REBAR � <br /> � ` �_ , <br /> . <br /> �T-� r WILL NOT CONFLICT W/ � <br /> � <br /> , �,� <br /> �..w�:__�� .....:,� / : <br /> PROVIDE 1/2" OF NON-SHRINK � �� � ,� �� �i� wU PROPOSED BOLT LOCATIONS ������ <br /> GROUT ON ROUGH SURFACE OF � ' �- SAW CUT& REMOVE CHANNEL PER PLAN EA �.: �' . : €� DESIGN: CGP <br /> - CMU OPENING � � S I D E O F E X I S T C M U W A L L <br /> I I EXIST CMU WALL FOR A � : �`� �� � " ��� PROVIDE (S) 3/4"� <br /> � .� y ��'' ,�' B D RAW N: J CS <br /> �.--�_.._..._::.:� NEW DOOR OPENING i�. � _ � ' ,�' THREADED RODS W/ HILTI HIT <br /> 1 I �s �.`,...:.::' ' ���. ":�i�"'1 1/2° HY 70 W/ 12" EMBED, MIN CHECK: JGG <br /> , �._t� ���..�.�.. <br /> � JOB NO: 15034.002 `. <br /> � <br /> , � �:�..... %'�` � ` DATE: 02/17/17 ; <br /> ' � � � � ,. <br /> . <br /> � , <br /> !'�, (,n <br /> � .�_... _�� .__���.�wl�_ <br /> SECI"ION p <br /> - <br /> sca�E: �° = i�-o�, S E CT I O N � <br /> � � _ _ -- <br /> SCALE: 1„�_ 1'-0" _ _ _ - <br /> ' � <br /> W <br /> NOTE: CONTRACTOR TO FIELD VERIFY THAT � <br /> : #4 @ 16" OC EA WAY, CENTERED. EXIST REBAR WILL NOT CONFLICT W/ <br /> : $AW CUT EXIST MASONRY DRILL& EPDXY 4" INTO EXISTING PROPOSED BOLT LOCATIONS W <br /> ` : AT NEW OVERHEAD DOOR. CONCRETE OR CMU WHERE ,, V <br /> 8_O�� 2 0�� POSSIBLE. USE HILTI HIT HY 70 EXIST CONC HEADER Q ' <br /> RIPPED TREATED (2) 6 3/4" x 16 1/2"GLB � <br /> EXIST GLB PER PLAN; _ N <br /> CONC HEADER OVERHEAD DOOR CONTRACTOR TOPROVIDE ' ATTACHED TO CONCRETE HEADER W/ - <br /> BY OTHERS �"'�A TEMPORARY SHORING i COUNTERSUNK 1/2"�THREADED RODS @ 18° <br /> N , <br /> �. � <br /> _...�.�r.w _�.:.._...__._<,_� ...�.__��._.,_..._._.�. . �.,.;._ �_.....�.._��. ._..�__._......I �.,vv�_,�.,�____ ...... ..... .. . OC W HILTI HIT HY 200 &8 EMBED MIN <br /> . . �.. s .,. . . . . • �,`' , . :: .� ��:m:�'�.. . s� �. . ,�. � ;-.-;,:- ..:.��..µ.��... � , ,r� , <br /> . � . . __�"._� � . . . . � W _ <br /> . , ,. �.�,,y�� ,, �, . : <br /> � �� <br /> .. . . . _ � . <br /> _ . .E . . . � � .. , � .. . <br /> . _. , , , : . -•�� ' � FLASH N� � � ORS U <br /> _ ., . . ._ ;, , . : <br /> : 3 . �_. 5 �, - ' _. � ' -° . �,. : � .x, , G . .,� OVERHEAD DO <br /> . � , � �_ . ..__ <br /> �. � I� � � � BY OTHERS � <br /> .d� �. PER ARCH • : • . <br /> J w..___W_�� _..-tii: �.�..: .�.�_�u a�_ � ._ .�_..�_.. _ _ � <br /> , � � <br /> .__�._ ...���_ ._ � . <br /> _��.���,�.���.�.� �____�..��.,�_...� � �_ O W <br /> ' �.._�._ ..�_..._.__�M�I <br /> �: EXIST COLUMN � N <br /> W PER PLAN I � w <br /> ._�..w..���� —r I� <br /> W <br /> i � � ��� E. NOTE: ` W . � <br /> FLASHING AND �1 Q <br /> I - ' ' - INFILL OPENING W/NEW � �;, 3 3/8" PLYWOOD ATTACHED TO GLB � <br /> ��,.� , ' ' U °;�� ( ) WATERPROOFINGAROUND V- O _ <br /> � W/3M SCOTCH WELD EPDXYADHESIVE <br /> �_.--___..,.._ I I FULLY GROUTED CM,I �._v'� OVERHEAD DOORPER ARCH. —� N <br /> _�. �_ <br /> � I _�_.. ...__ ���__ � B ���� �; B >— J pp <br /> __ _ _ _ ,�� _ _, � <br /> M�....�vµ ,�� _€ , ���; ATTACH L3 x 3 x 1/4 TO 2x 4 Z Q � <br /> � � _�µ_ , :�_... � _ r <br /> _ I I ._..;�� _ __ �".�.:.\_— EXIST WINDOW ' � . �' JAM W/ 1/4"�x 3".SIMPSON MIN = � <br /> . _ ��., ' ' SDS SCREWS @ 12" OC <br /> � <br /> :_.a. �,v ..,�,�c <br /> ....::� �� � � ,, --��`_� <br /> `�' EXIST CMU �w.wy.._.._��� .. I I �..._.�_ __,.�, uw._� __:_�__�_w..: ,,,,.w "' PER PLAN , � � : �. ' ` ` I , , \.`._,__.�..�� O � Q <br /> �' -� � � � � ;`� j( � �:�" ,� I Z,,,� ,� � �, ��`,�.. V <br /> ' �r WALL #I EXIST CMU i � ,�, (3) 1/2 �THREADED ROD ANCHORS ' � � <br /> _ <br /> .; <br /> 00 � :: <br /> f �:; <br /> � I I ,.�;._. �_ � ��,.. ... ! .-�---�_�-==W-�,._�.._ WALL ' E��� COUNTERSUNKINTO PT4x10 HF#2 � : ; , n � ,,:� � <br /> I I �� 3� �f CONTRACTOR TO FIE `� . � �' �-� PT 4x10 HF#2 = � <br /> ' ! LD ��z ��, �-�-� � *��-,,� � � `_.,� U � � <br /> ( JAM; DOWEL AND EPDXY INTO CMU ,, <br /> __.. _.. _. <br /> _�____�_�: . <br /> _��...�,� I I , __.E�.� �f -......� �.. . �l ��:�,���. VERIFY THAT EXIST � ''�,' W/ HILTI HIT HY 70 EPDXY W/4° (4) 2x10 ATTACH W/ N <br /> ,' � � <br /> � � � �' �� REBAR WILL NOT � - `" EMBED MIN;FULLYGROUTCMU CELLS � <br /> , � ���__�_. .,e � � � (2) SIMPSON SDS � w <br /> ��_ <br /> � � ,,�..._ ... .._� _w _.�...�� ._.��.�,..W..:��_._r� CONFLICT W/PROPOSED - W/ANCHORS IF NOT FULLY GROUTED ...... _,�...... mw_..µ_._ SCREWS @ 16" OC O Q <br /> I � � € EXIST 2x N � <br /> � � <br /> � � BOLT LOCATIO,NS � �=T FURRING WALL O W � <br /> ���� I I ��I .,� �.._�,. .��. ����� � � �/ DOOR TRACK � <br /> ' _ I # ;� �f ��s� 2x JAM _ �✓ - BY OTHERS Z � � W � <br /> __. <br /> , , ��� REMOVE FURRING 4 � <br /> � ` <br /> -� _ � .;! �<r___._]�� EXIST i ��1 i WALL ATJAM �_; N M w � <br /> e� <br /> I �I � � � � CONC SLAB `r' _ <br /> � � 15 LB BUILDING <br /> � �. ,��.�,� I � _ iI �.�. �, . �', �; FLUSH W/INSIDE OF LINTEL <br /> __ _wµ; .... - ,_. _,_�___�.�, � FELT AT BOTTOM <br /> �, <br /> _ "� ABOVE. RIP AS REQ'D SH EET: <br /> ..���_.�� _����.. � ��._�..� _ � � <br /> r . . . . f ._ . e .. . Y . . _ -, . . , .. <br /> ��� � . •$ • ,�� . �� .. . , u, : - � ��� � � �. _ ,� , : � <br /> _.. _� _� �il- y��. � <br /> •, � ;. � �� <br /> _ �� <br /> . . . , . , � � � . �. �z . ,, � . � . � <br /> _ �. � <br /> . �-�-. <br /> _W <br /> . . „ . � � <br /> . � <br /> � � <br /> " ` <br /> _�-� _����._ . . . _.__.._ <br /> � <br /> . • � <br /> IF EXIST CMU CELLS ARE FULLY GROUTED, <br /> : EXIST SLAB CONTRACTOR TO PROVIDE#4 @ 16" OC HORIZ, r"A 2'-0° �� SECTION B-B <br /> SECTION A-A <br /> ON GRADE CENTERED. DRILL& EPDXY 20" INTO EXIST CMU W/ \ 1" = 1'-0" <br /> HILTI HIT-70 EPDXY; IF EXIST CMU CELLS ARE NOT `-- CONTRACTOR TO VERIFY/PROVIDE <br /> , . GROUTED, CONTRACTOR TO PROVIDE#4 @ 16" OC EA SOLID GROUT IN EXISTING CELLS <br /> � WAY, CENTERED. DRILL& EPDXY 4" INTO EXIST UNDER NEW INFILL <br /> _ GROUTED CMU (UNDER POST)W/ HILTI HIT-70 EPDXY � <br /> E LE VATII O N <br /> � SCALE: �/4" - 1' Ob" _ _ ', --- , _ _ <br /> : <br />