|
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 />
|