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, i <br /> J I I I I � � � � <br /> � <br /> %n <br /> � PROJECT NAME <br /> „� <br /> � <br /> n / � �VE�ETT VVATER�R�NT .� <br /> � PLACE H�TEL INDIG� <br /> Q � SEE PLAN � EXTERIOR FINISH PER ELEVATION AND SPEC INTERIOR � � � <br /> � 5 1I2"BATT INSULATION(R-21) i <br /> � SEE SILL DETAIL LEV�L 2 � PROJECTADDRESS <br /> � � — — — — . . , _ — , „ 8°CMU PER ELEVATION AND SPEC i <br /> PREFWISHEDMETAL , -. :- --a � � � . 36 - o � ; 1002 MILLWRIGH�T LOOP S <br /> � , e.ad q ,. . -� ;" , <br /> FASCIA 4 i .. - ' . A.°�, �•- WRB ' EVERETT, WA <br /> _--=---- _=--=--'=—�� 'i 3 1/2"BATT INSULATION(R-21) i ,� .. ' �,-_ , : .:a. / i <br /> i �____ WRB � 2 X 6 WOOD SILL PLATE ANCHORED ��._Qa �, ;° - , 1 1!2"RIGID INSULATION(R-10) ' ' ' � , <br /> PREFINISHED METAL SOFFIT 'j TO STRUCTURE /� � CLIENT <br /> i EXTERIOR PANEL PER SCHED i 3 1/2"BATT INSULATION 3 1/2"BATT INSULATION(R-13) ' i <br /> PREFINISHED METAL PAN STRIP I i � � � . WATER PLACE HOTEL, LLC <br /> i � 1 1/2°GYPCRETE OVER i 1 1/2"RIGID INSULATION i �+ <br /> i � SHEATHING PER STRUCTURAL � EXTERIOR � INTERIOR 18230 E.VALLEY HIGHWAY#195 <br /> EXTERIOR FINISH PER ELEVATION I LEVEL 4 � � <br /> � WRB <br /> � — — — — — <br /> 32 <br /> �// � T:425.251.1600, F:425.251.1900 <br /> 5 1/2"BATT INSULATION(R-21)_ _I i ROOFTOP (2)2 X 10 RIM JOIST PER STRUCTURAL i 55� -4�� EXTERIOR j / i i <br /> � , ��� - O�� i �j i � CMU WEEP HOLES AND � i <br /> � METAL BASE FLASHING � ���� COLUMBIA HOSPITALITY <br /> (2)2 X 1 0 R I M J O I S T P E R S T R U C T U R A L ! WOOD FLOOR JOIST PER STRUCTURAL � r <br /> � i 8"CMU BLOCK PER STRUCTURAL AND i <br /> � � � S P E C � 1 `� 2 2 0 0 A L A S K A N W A Y,S U I T E 2 0 0 <br /> � � � � � � SEATTLE,WA 98121 <br /> COL,utvi�lA <br /> � j � HUSPITALITYrk T:206.239.1800, F:206.239.1801 <br /> FLOOR JOIST PER STRUCTURAL i � N � i � ; <br /> _ � � <br /> i � N � i � � i I N T E R I O R RE�PELANT ON EXTER ORTER -_ ,-i ; a <br /> I (2)2 X H E A D E R P E R S T R U C T U R A L i 9 S i m � � <br /> � � - .. - _ .� <br /> i ( � A5-351 ' / i `° �„- • <br /> RIGID INSULATION ALONG <br /> � � � BUILDWG PERIMETER .°a°..� `-. <br /> �� <br /> ' ' BASE ELEVATION <br /> / ; — _ -�_ . _ - . _ 20' - 0" <br /> I o-1 ' � <br /> I I I I I I I-I � <br /> NOTE: NOTE: NOTE: NOTE: <br /> � SEE A5-201 FOR WALL CONFIGURATION • SEE A5-201 FOR WALL CONFIGURATION • SEE A5-201 FOR WALL CONFIGURATION SEE A5-201 FOR WALL CONFIGURATION <br /> • REFER TO SPEC FOR WALL ELEMENT • REFER TO SPEC FOR WALL ELEMENT • REFER TO SPEC FOR WALL ELEMENT • REFER TO SPEC FOR WALL ELEMENT <br /> - _ S �CTI � N �ET�IL � OV� TI T IL - L T� I - � L �l - LL - <br /> �� _ � �� � 3/4�� _ ��o��� .. <br /> 3/4" = 1'-0" � 3/4" = 1'-0" � 3/4 – 1 -0 <br /> � <br /> PREFINISHED METAL COPING � , <br /> � ' � � Sim <br /> 14 <br /> I � ( A5-351 <br /> EXTERIOR PANEL PER ELEVATION i � STOREFRONT SYSTEM ' <br /> � i I EXTERIOR PANEL W/METAL CLIPS ' I <br /> WRB � j 3 1/2°BATT INSULATION(R-13) SECURED TO METAL'Z'GIRTS INTERIOR <br /> ' �i � � INTERIOR 1 1/2"RIGID INSULATION(R-10) ' I , <br /> � ` � <br /> � i \ j I <br /> EX7ERIOR i ' EXTERIOR <br /> i � PVC ROOFING PER SPEC EXTERIOR � � INTERIOR . <br /> F �. _ "� <br /> .. , _, , <br /> � � i I WR8 <br /> � � ' ; LEVEL 4 <br /> g � – � ------- - - :� - : , — — .. - - - —55' - 4„ <br /> � � � _ <br /> � � � � - �� i FLO�R STRUCTURE PER STRACTURAL —� <br /> N z i 6 ��d9-• i 3 1/2"BATT INSULATION � <br /> a i ' _ � - - ' _ LEVEL 1 � <br /> RIGID WSULATION(MIN R-38) m � . - - " • 2�� ' o�� 2 X 6 TOP PLATE <br /> � . _ - <br /> _ _ i - - - — LE�/�L� —i I , _-;` ,a.� . �". . ' 5 1!2"BATT INSULATION(R-21) ., <br /> � 55 4 I I I I - - .a,.Q _ <br /> ROOF STRUCTURE PER STRUCTURAL j � I I--I I (-I 9�_ -��- I, I I I' 2 X 6 HEADER <br /> � � � � WOOD FRAMWG PER STRUCTURAL : INTERIOR <br /> ' CONC STEM WALL PER � <br /> STRUCTURAL W/WATER <br /> j t I ( 5im N0. DESCRIPTION: DATE: <br /> r REPELLENT ON EXTERIOR FACE 13 <br /> WINDOW PER SCHED A5-351 REVISIONS <br /> I CONC FLOOR PER STRUCTURAL , � <br /> CONSULTANTS <br /> NOTE: NOTE: NOTE: <br /> • SEE A5-201 FOR WALL CONFIGURATION • SEE A5-201 FOR WALL CONFIGURATION • SEE A5-201 FOR WALL CONFIGURATION CIVIL ENGWEER <br /> • REFER TO SPEC FOR WALL ELEMENT • REFER TO SPEC FOR WALL ELEMENT • REFER TO SPEC FOR WALL ELEMENT CPH Con§ultant <br /> 11431 Willows Road NE,Suite 120 <br /> V i � �.d� L�.J��/'�� � �' �� ���l�� � � 4��' �J � � ��� � — ���,.1 ������� �� � V�� 1 V ����� L�. � �� ����� Redmond,WA 98052 .. <br /> � �j 7:425.285.2390, F:425.285.2389 <br /> 3/�" — �'-Q" / 3/$�� — ��-o�� � 3��" — �'_�" LANDSCAPE ARCHITECT <br /> — v Geyer Coburn Hutchins(GCH) <br /> 6101 22nd Ave.NW <br /> Seattle,WA 98107 <br /> T:206.285.4422, F:206285.0644 <br /> STRUCTURAL ENGINEER <br /> Brienen Structural Engineers,PS <br /> 1316 Central Avenue S,Suite 200 <br /> Kent,WA 98032 <br /> T:206.397.0000 <br /> MECHANICAU ELECTRICAL ENGINEER <br /> Tres West Engineers,Inc. <br /> 2702 South 42nd Street,Suite 301 <br /> Tacoma,WA 98409 �" <br /> � T:253.472.3300 <br /> INTERIOR DESIGN <br /> Jensen Fey Architecture+Planning <br /> 7730 Leary Way NE <br /> Redmond,WA 98052 <br /> T:425.216.0318 <br /> DRAWING STATUS <br /> �UILDIN� PE�MIT <br /> Discrepancies must be reported to the Architect <br /> before proceeding. Only figured dimensions are �� <br /> to be used. Contractors must check all <br /> dimensions on site. This drawing is protected <br /> by copyright. <br /> ALL DIMENSIONS ARE SHOWN IN IMPERIAL. <br /> A R C H I T E C T U R E <br /> 600108th Ave.NE,Suite 108 <br /> Bellevue,WA 98004 <br /> T:425.559.78$8, www.mza-us.com <br /> — STAMP NORTH ARROW <br /> saas <br /> REGISTERED <br /> � <br /> T <br /> � ` <br /> _ � .. <br /> o ' Ming Zhang <br /> � STATE OF WASHINGTON <br /> � <br /> F= <br /> Z <br /> �� <br /> v� DRAWING TITLE <br /> J <br /> " �T I CTa� <br /> � <br /> 2 <br /> z <br /> ��T�41LS <br /> 0 <br /> � <br /> �, <br /> � <br /> ��, <br /> Q .� <br /> � DRAWN CHECKED <br /> u YM CBD <br /> � <br /> � <br /> � <br /> SCALE @ ARCH E1 DATE <br /> 0 10/02/2017 <br /> , <br /> � <br /> ;, GRAPHIC SCALE <br /> � 0 4 8 16 24 <br /> �� <br /> �n <br /> �� SCALE IN FEET <br /> o� PROJECT N0. <br /> n� .� <br /> �,o <br /> 16-058 <br /> n N <br /> DRAWING N0. REVISION N0. <br /> U N <br /> ii'.�' <br /> Q� — � <br /> z, <br /> �� <br /> n n <br />