|
i i i
<br /> I I � � I I PROJEC7 NAME
<br /> �J
<br /> N
<br /> �
<br /> ; E�E��TT �I�TERFR�NT
<br /> T —
<br /> �
<br /> n PL��E - ��TEL �NDI��
<br /> � o
<br /> z
<br /> V W
<br /> Q � PROJECT ADDRESS
<br /> Q �
<br /> :� � 1002 MILLWRIGHT LOOP S
<br /> � N y
<br /> EVERETT, WA
<br /> CLIENT
<br /> METAL WIRE TIE, WATER PLACE HOTEL, LLC �
<br /> GALVANIZED 18230 E.VALLEY HIGHWAY#195
<br /> � KENT,WA 98032
<br /> 11�� T:425.251.1600, F:425.251.1900
<br /> ll
<br /> / I i ��
<br /> �; COLUMBIA HOSPITALITY
<br /> � 2200 ALASKAN WAY,SUITE 200
<br /> �OLUM�lA SEATTLE,WA98121 •°
<br /> / � H O S P I TA L(TY�� T:206.239.1800, F:206.239.1801
<br /> / (
<br /> �NRB OVEf�1l2"PLYWOOD 2%SLOPE
<br /> � � PREFINISHED METAL COUNTER FLASHING
<br /> ! �
<br /> � I 1
<br /> � � �
<br /> CANT STRIP
<br /> PREFIN SHED METAL CAP I - � '�i ROOFING MEMBRANE
<br /> FLASHI�lG-MATCH WALL � � , i;� �-� COVER BD
<br /> COLOF� � ; �; ;�
<br /> � I -•,i i 7"RIGID INSULATION(R-38)
<br /> � � ..,i: :i
<br /> �� i _ i' -„� \ PLYWOOD SHEATHING PER STRUCT +
<br /> � � � � - � � TAPERED ROOF FRAMING PER STRUCT
<br /> � � '.,�_; '� �
<br /> EX�ERIOR FINISH ; _ _ _ - -- - - _ __ _ __
<br /> I :i.
<br /> S�RAY FOAM WSULATION ` ��' —
<br /> I r i�.
<br /> — 5��DIA HSS TUBE, GALVANIZED z ,i',
<br /> - 1 � � <' i' J
<br /> �VIETAL ANCHOR, SECURED TO
<br /> I � m
<br /> �WOOD STRUCTURE-SEE STRUCT� � ; i� � ROOF LEVEL
<br /> - � -'�i-- ii. - - - - - - �
<br /> � N I �
<br /> 1 � n � - �
<br /> i
<br /> jI---- ------- - � �
<br /> � I - _
<br /> � � -
<br /> l �
<br /> I PSL RIM JOIST PER STRUCT � �'�
<br /> � - �-' ---= --- -- --- _
<br /> � WOOD FRAMING PER STRUCT ,
<br /> i i _,I.
<br /> 1I2"RESILIENT CLIP
<br /> 1 GWB I
<br /> ����� �� ����� � � ������� (
<br /> � 1 1/2" = 1'-0�� I �
<br /> CONC FLOOR-
<br /> SEE STRUCT
<br /> I � � .�
<br /> L2 FLOOR '
<br /> � GWB . � - . _ - , - - a ; _ - - , a . • _ ._- - - - . a_ n , - � • _.�
<br /> � �- - a d _ , ." . . , . " -d" . . , .d � " ' . . " ' " . � a
<br /> Q° 4 • r e : • • _ - e .4 � a ",G a,a d _a .- ' . . - �N� ."4 G ' . , _ _ . . . _ . , �d . , ,,q�
<br /> � i VAPOR RETARDER 'a ; .�P�"-. _.�_ - • - � �.. .<a-- - �.a,.Q.. .. . , ° " - _ °; -• ;..a - : .- . . _ - .4 � a : - ; ' - • � . .-�
<br /> I � 4a .. " �da . <_� " . a "• ,. _ a � -4 °''d _ , .s .. . - �` a
<br /> / � � I I ' ' ; ' • • _ . . . . , ' _ . � ., .' � , -. � , c , .- , " ' -
<br /> r i _ WOOD FRAMWG PER STRUCT � -. �� , -�` - - - -a - � � " 6 y- '�� - � � �a � e, d `...-o� � -.Q'< . �a �_ ,'.� :<.- �. - a- -. a,� `
<br /> � '� ° � 4,a �"I a - _ ad : a , � �d
<br /> � � - FLOOR FINISH PER SCHED �'= - �. �,_ _ .- - a:_ _ a< 'a, 4 - '�°�a• - • ' a 4 . � _ ..° a = . . a- .a " . ;4.- • �"- � �. � � �° '° • a- ` n Q • : ,� • -' a _ �_
<br /> I - . ,� ' _ a , da . , d4 ` a - � ` a . -.. , ol a a �.
<br /> , � a� . : a a: : , : :1- . , __a- , ,a, - , ,.- _ . - a:aa .
<br /> / i 1 1/2"GYP UNDER LAYMENT -. � ._�_ 4- a. � , a_� - - - . ° - : _ � - � " 4 - -_ °�4. - . . a . . . :aa��'.a ;:d .a a ,` tre a 4,• d
<br /> � i a., a . � - a,�,: ' �
<br /> i OVER RESILIENT MAT a ` ����' ' 4 a< � a - ' • , � - �• < � • � • °m � _ �.
<br /> � I - - - -a d.ea. : _ < ;-- . � ' = > ' ' � q. ' ���8-�,• a " - . _ , '�.� ;i �� ; n.�' : %' . . -' a�: - ,"�.a.. _ �Q °�` , �.-o- .a- � -.- ,-.a . .
<br /> � PEFINISHED METAL JOINT i � ,_ i � p ,I - � d _ -
<br /> � PLYWOOD SHEATHING PER STRUCT ° �` � '
<br /> � FLASHING i - -, i _ � REOVISIONS DESCRIPTION: DATE:
<br /> / ' ' ' L——————— ——— ———— . '
<br /> / i ` �� - - -- - -- - --- - -- � L3l L4 FLOOR ' � : N I ,'
<br /> � METAL ANCHOR,SECURED TO i � - - - - - - J o - CONSULTANTS
<br /> � WOOD STRUCTURE-SEE STRUCI� - m �
<br /> � n,
<br /> 1 � � i � � � �� � � � - CIVILENGWEER
<br /> � PERFORATED PVC FABRIC TIED TO WIRE TIE � � Q - I -"
<br /> � i_ _ _ _____ _- - o _ - �143 GWillows Road NE,Suite 120
<br /> � � I p I : - Redmond,WA 98052
<br /> i - - ' �
<br /> � i � _ _ li � - - LANDSCAPE ARCHITECT425.285.2390, F:425.285.2389
<br /> / � � - _
<br /> - � R-21 BATT INSULATION i � _ _ _ _ _ _ _ —
<br /> PREFI TI�S'�ED�lIETAL � • CONC FLOOR- Geyer Coburn Hutchins(GCH)
<br /> — � PSL RIM JOIS7 PER STRUCT I - _ 6101 22nd Ave.NW
<br /> / I EDGE I = SEE STRUCTURAL T:206.285.4422, F:206.285.0644
<br /> I Seattle,WA 98107
<br /> - � WOOD FRAMWG PER STRUCT _ _ _ � - � , STRUCTURAL ENGINEER
<br /> METAL CEILING PANEL
<br /> Brienen Structural Engineers,PS
<br /> � 5"DIA HSS TUBE,GALVANIZED i I _ SEE WALL ASSEMBLY _ - 1316 Central Avenue S,Suite 200 �a
<br /> � i - -
<br /> � i - I _ T:206.397.0000
<br /> Kent,WA 98032
<br /> � WRB � - _ MECHANICALI ELECTRICAL ENGINEER
<br /> � � - i � _ _ Tres West Engineers,lnc.
<br /> � EXTERIOR FINISN i - _ � ,� 2702 South 42nd Street,Suite 301
<br /> / i �
<br /> Tacoma,WA 98409
<br /> ' M - T:253.472.3300
<br /> I _ I ; _ INTERIOR DESIGN
<br /> - Jensen Fey Architecture+Planning
<br /> ������ ����� � � ��� � ����� ��� � �� IV1��� �, - - = R dmon Aa9 052
<br /> � 1 1/2" = 1'-0" N -
<br /> T:425.216.0318
<br /> I -
<br /> , - DRAWWG STATUS �
<br /> I - -
<br /> � i � SEALANT 3�� 3�� �` � _ �U�LnIN� PER�IT
<br /> i� WINDOW SYSTEM PER SCHED � �
<br /> i I CLOSURE ANGLE
<br /> � � � STEEL BEAM PER STRUCT - I Discrepancies must be reported to the Architect
<br /> `� 1/4"SHIM ` (
<br /> , WOOD SILL PLATE, PAINTED
<br /> �� SEALANT W!BACKER ROD ' I = _ _ ' _ before proceeding. Only figured dimensions are
<br /> , � —,' ; � �
<br /> to be used. Contractors must check all
<br /> � - dimensions on site. This drawing is protected
<br /> �� PERFORATED PVC FABRIC TIED TO WIRE TIE PREFINISHED METAL FLASHING i , - - 3�� 2 1/2"-
<br /> by copyright.
<br /> ; � _ - �
<br /> ��� WRB i I
<br /> � _ _ ALL DIMENSIONS ARE SHOWN IN IMPERIAL.
<br /> �� EXTERIOR FINISH I SEE WALLASSEMBLY 11 1/2" 10 1/2°
<br /> � `i
<br /> � � = .� � � PER PLAN � p - +.
<br /> � METAL FASTENER STRIP PER MFR I i> _ BATT WSULATION(R-21) � � v
<br /> METAL WIRE TIE,GALVANIZED � � �J � �
<br /> �� PEFINISHED METAL JOINT ,'� ' � W - �-�: VAPOR RETARDER � w
<br /> � � �
<br /> �� FLASHING � - W
<br /> � � � W
<br /> � � i WOOD FRAMING PER STRUCT �
<br /> . N ------------------------- --- , . .
<br /> — _=— ----------------------------
<br /> �, I _ - FLOOR FWISH PER SCHED
<br /> �� 5 1i2 � . i STOREFRONT TRANSOM STOREFRONT TRANSOM
<br /> 4 J,�� _� _ i PT CONC DECK PER STRUCT fi R C H i T E C T U R E
<br /> --'f -------------------------- ----------------------------- --- -- - 600108thAve.NE,Suite108
<br /> _ � ': : _ i - Bellevue,WA 98004
<br /> � :
<br /> � _ '; ; �------- --- -_- ------------ L FLOOR ' � � ; T:425.559.7888, www.mza-us.com
<br /> METALANCHOR,SECURED TO - _-•_� ._ �� �-.� .- - �a " � � ` °- .-�•,.��•�, - _ • : .. � .°
<br /> - CONC STRUCTURE-SEE STRUCT -I— � '--"ati� � ' - •- • � � � d - a • � � , a � � •� a°a� �` ,• STOREFRONT SWING DOOR 'i,��� STAMP NORTH ARRQW
<br /> _ . -e �'a. � - : ' . ' a a :a i
<br /> _ _m. . _ . .. . - 64�6
<br /> — , m ,° �-„ "
<br /> .a,:°.:�'-:e '• " � ` _ . _ - i
<br /> 5"DIA HSS TUBE,GALVANIZED i - _`s�,.' -,°� : ` ° � _ _ = a , ; °.=a a�a'-.�, , � STOREFRONT SWING DOOR � REGISTERE[7 �
<br /> ' " � - - - � � - ° ARCHITECT
<br /> � 6, - '� - - ' . . a - - _ - - . - _
<br /> 1"R-4.2 MWERAL FIBERAND STL I _ _ ' �� ' .•°� - - - : - ° ; a- .
<br /> ( �
<br /> - �a-a
<br /> `° � ��a� �- . . . - ° - p
<br /> � GIRTS � � A�a- ,`�I�d ` '._ - .. - ._ � . : :_ 'a_°, � . e •`.a�� ` � �
<br /> ��� - ..�a ° . 6 ,° . � . `d •. , a EXTERIOR U
<br /> � CANOPY STRUCTURAL •�.' • d a.a •a, � �a- _ • VESTIBULE I U RESTAURANT!LOUNGE LOBBY
<br /> . ,Q,,,-, - � cn Ming Zhang
<br /> - EMBED PER STRUCT , - � a��°' � '� a ` � � STa,7EOFwASHWGTON
<br /> v, cn
<br /> o -
<br /> I
<br /> '� RIGID INSULATION(R-38) � -
<br /> ��
<br /> � CONTINUOUS LIQUIDAPPLIED FLASHWG I - �
<br /> z OVER TOP AND BOTTOM OF BEAM - � o WATERPROOF MEMBRANE DRAWWG TITLF
<br /> 'U PREFINISHED METAL I I `� BENTONITE OR HOT FLUID �I� i I�� ! TE���� p���ILS � +
<br /> � APPLIED WATERPROOFING
<br /> .. . _
<br /> Q LAMINATED CANOPY GLAZWG ,: :- I �_ Q - - - _ , - • - Q , , ; . , , _ �
<br /> "� FLASHING PER MFR L1 FLOOR
<br /> � . _ -.—�a.— -� _ - ; -,, _ , _ - . - �p_ _a - . _ � ; .- .-. a , _ :. , , . - -. � ° � �_ -a .a. o�-o��A�F �T�U A�T N��
<br /> I �Q, ' a e.d, , d _° � , . - a. _
<br /> z 2%SL�PE _ � - "a . = . . " o .�a•"' ° a .. - -,. . .,a , e Q. -a. - . - •� °,"d' ._ a Q ` � , a .- '�� .- -d _
<br /> --'0�---- � - a� - - -
<br /> O i � � 9� ,_�• , i Q ,� _ .o Qo O�• , � :a a ' .<. Q a; � .' m •'
<br /> . .' - , < _ .a_ .
<br /> . " �� . ° ' 9 a� _
<br /> ,� _�_ I � � � c c 6 � �°_�° o 0 0 0 0 0 0 0 0
<br /> - •-a _." �� ,, ' � v
<br /> – u� °- '°' � ° -. o c �?��o 0 0 0 0 0 o CHECKE
<br /> �� _ o . •. . -.. . ° �� o 0 o RAWN
<br /> � o 0 0
<br /> Q �r � w v _ _. . . -. _ c � � � o — D D
<br /> � — – – – – –I— – — – — – — – – – – – W - o � -. . a- . — — — — — o�'%- �<�
<br /> _ _ � — u� p o 0 0 0 . — — — f — — — coNc F�oo�- YM C�D
<br /> � � `� = o o ���� '�.�a_'p �_� o ..Q�. I—_ —_ — — I — I I--— — I SEE STRUCTURAL
<br /> u � � � � o - - � a. �., � �� � � - ; � , - " SEE STRUCTURAL = —_ —_— � VAPOR BARRIER 1 1/2�� _ ��-��� 10/02/2017
<br /> " _��' a I I I I I CONC FLOQR SCALE @ ARCH E1 DATE
<br /> '->'� � DRAIN MAT � o o �' a ° � 4. - ••e : a Q .,. =a a,,b�'°'�o °� o " - — I — —
<br /> .•,Q-�..V o — I I I ( —I —� THICKENED CONC
<br /> �o o � a < : ;a � • • - ` - ' • _ - . . I VAPOR BARRIER � � (=I I I�I I I I I I—I I I—I I I—I I I—I I I— SLAB PER STRUCT GRAPHIC SCALE �
<br /> o WT STEEL OUTRIGGER,GALVANISED-PER STRUGT `- 2°XPS INSULATION - ����- ° ' 'd. a � 'd.���- "°- �� °.� e� _ ' , = - ��� • O 4 $ 16 24
<br /> �
<br /> r GCHANNEL CANOPY EDGE,GALVANISED-PER STRUCT CANOPY STRUCTURAL FRAMfNG PER ' � � �•. ' E METE _-—_
<br /> . , `. : ;� °d, " ' " • �
<br /> ��
<br /> (R-1�) - e- a:., -, '-; ° : a : ,. . , P RI R FOOTING � ----
<br /> � 2 1/2"-� 3° STRUCT SOFFIT METAL FRAMING PER STRUCT c� � , ;-� . : _ °` � � PER STRUCT SCALE IN FEET
<br /> 1 : ° . . � -
<br /> �� �-��-. 5'-6° 2'-6�� DRAW TILE � 'r� - 8 , _�.d.= -a:_ , _ ` , ; '. . .. • : ° , -
<br /> _ da,• e.Q n_` . ..
<br /> METAL SOFFIT PANEL(MT-4) - - �:•- ��a - � �
<br /> �o- " —
<br /> O� $� O�� . ._4^ ' , ,_' . Q , . .q - , '3p'...- o�o . -, —
<br /> !�!� � O - a a O _ � '4 a aQ � + - e ' ,
<br /> _ PROJECT N0.
<br /> �_�
<br /> o� I—_ — — — — — I
<br /> � Qa 16-05�
<br /> �-,� I I I I I I I I I-I I I I I I-I I I I I I I I I-I I
<br /> ,,,�. DRAWING N0. REVISION N0.
<br /> ��
<br /> �� L ��T�I� N �- R �TAl1 �e��� N1���( ���I�PY �E��IL. ���TI�� � �����lJ ���T EN�TR� �� �I l� L
<br /> � ETAI �
<br /> 1 1 1/2" = 1'-0" �
<br /> �'-'' � 1 1/2" = 1'-0"
<br /> Z� — .W
<br /> �J r
<br /> J�
<br /> ���
<br />
|