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UNPUBLISHED WORK
<br /> 0 2018
<br /> Unauthorized use or reproduc6on of these drawings or any part
<br /> herein without permission is not permitted
<br /> � ,"6!
<br /> (
<br /> �
<br /> MERRICK LENTZ ARCHITECT
<br /> A R�C H I T E C T U R E - P L A N N I N G
<br /> 12815126th Place NE Kirkland, WA 98034
<br /> t.425.747.3177 www.mlarch.com
<br /> date: 7/18/18
<br /> stamp
<br /> 20 35 REGISTERED
<br /> A5.5
<br /> 20 9 ---------� RC I
<br /> A5.5 , -----� NEW EXTER40R WAL�TYPE E2(SIM): �5.5 _
<br /> � ^ � -ACRYLIC DIRECT FINISH SYSTEM -"""
<br /> � � -1/2"CEMENT BOARD i i 26'-3" _ _- _ _ — ----�- --- i
<br /> � � -5/16"RAINSCREEN DRAINAGE MAT � TOPICOPING
<br /> � � -WEATHER-RESISTIVE BARRIER � i � ��_ _ _.�� STATE 'OF WASHING�
<br /> NEW EXTERIOR WALL TYPE E2(SIMj:
<br /> -9/2"PLYWD SHEATHING � � FLANGED ROOF VENT PER 25
<br /> t I REFER 1/A5.1 FOR i � -ACRYLIC DIRECT FINISN SYSTEM
<br /> _ �___ __ � -2x6 @ 16"o.c. FRAMING PARAPET AND BRACE t 1 -1t2"CEMENT BOARD PLAN;INSTALL PER MFR. A5.5 �
<br /> N ! NEW EXTERIOR WALL TYPE E1: FLAT ROOF ASSEMBLY ` � -5/16"RAINSCREEN DRAINAGE MAT NEW SINGLE PLY ROOFWG I - -- ------^
<br /> � � . WEATHER-RESISTIVE BARRIER EA.SI E �' �
<br /> �33 � � -MANUF'D STONE VENEER -SINGLE PLY ROOFING 1/2 PLYWD SHEATHING EA.SIDE � �
<br /> ,a5.5 — -2x6 16"o.c. FRAMING W/UNDERLAYMENTO/ �Z�P2 ; , consultant
<br /> -3�a°MUD aasE coaT wr MESH -UNDERLAYMENT � SLOPED RIGID INSUL. � �
<br /> � -5116"RAINSCREEN DRAINAGE MAT -114"COVER BOARD NEW PARAPET BRACE -ROOFING MEMBRANE 0l UNDER �
<br /> i
<br /> i -WEATHER-RESISTIVE BARRIER -TAPERED INSUL PER STRUCT'L 1'•3" LAYMENT � � �� �
<br /> i I �
<br /> � -tl2"PLYWD SHTH'G -1/2"PLYWD SHEATH'G S�QPE - H.T.S.F,F.F.ALL AROUND � i � � J
<br /> I I -EXTERIORSHEATHWGPERSTRUGT ; SLOPE �'---- —' ' , —"'
<br /> ��— -- --�' -2x6 @ 16"o.c.FRAMING � SHTH'G PER STRUCT. ; 3/8:12
<br /> 12:12 _�____ PRE-FIN.METAL FLASHING W/
<br /> �---- -- - STANDING SEAMS �
<br /> �� - � i
<br /> i r 50 ,---�',---- � �
<br /> � i A5.6 �
<br /> i i
<br /> ° i _ 6"x6"CONTINUOUS
<br /> 34 s � � FORMED GUTTER; � �
<br /> A5.5 -- � i SCUPPER BOXAND � �
<br /> ' ` � LEADERS PER PLAN � � �
<br /> � � -
<br /> � � NEW TOWER FRAMING: ;
<br /> i i NEW 2x10 RODF JOISTS � � ;� � 29 I
<br /> � j FRAMING PER DGE � PER STRUCTURAL �
<br /> � � PER STRUCTl1RAL -" , ; - --- - STRUCT'L A5.5 *_.._ - --' EXT'G AWNING FRAMING T� i
<br /> ! 5�� „ ,� � REN�,aIN;REMOUE EXT'G ROOFING;
<br /> �___ _ a TYPE X GWB C�ILING , ; PREFIN.METAL SOFFIT '
<br /> ' � PANEL SYSTEM ON 3 PROVIDE 12"x12"VENT HOLES AT j
<br /> $ �P� Xp G�g � � FURRING @ 24"o.c.a NOTE�.GC SHALL PROVIDE/MAINTAIN/
<br /> 2x4@16"o.c.PARTITION � , STOREFRONT HEAD CONTINUOUS DRAFT-STOPS BETWEEN I
<br /> �
<br /> NEW SINGLE PL ROOFING .--REMOVE EXiSTING � i RECEPTOR AWNING ATTIC AND OCCUPIED SPACE
<br /> OVER UNDERL ENT; �---�""�� MANSARD�RAMING& � I �
<br /> EXTEND OUER RAPET; SHEATHING AT GORNER NEW SINGLE PLY �
<br /> SHTH'G PER ST CT. ONLY. ROOFING OVER NEW EXTERIOR WALL TYPE E1: I �
<br /> � FRAMING PER S UCT. � � ! UNDERLAYMENT; -MANUF'D STONE VENEER j �
<br /> EXISTING ROOF ', ; STOREFRONT WINDOW EXTEND UP UNDER -3/4"MUD SCRATCH COAT W/GALV.WIRE � �
<br /> TRUSSES BEYOND TO I SYSTEM PER SCHEDULE FLASHING MESH
<br /> REMA{N. � � -5/16°RAINSCREEN DRAINAGE MAT
<br /> EXIST'G ROOFING -WEATHER-RESISTIVE BARRIER
<br /> EXIST'G CANT.GLB � i ! SIGNAGE BY T TO REMAIN -EXTERIOR SHEATHING PER STRUCT
<br /> TO REMAIN ' �� SIGN VENDOR o -2x6 @ 16"o.c.FRAMING I��
<br /> .. __ __ __ . i j PER ELEVATION � I
<br /> l
<br /> i � � project name
<br /> ; j I
<br /> � EXISTG�GAN G�B � NOTE: SHALL MAWT i
<br /> `� FO R�MAIN �� ' _ ; � � EXIS G INSULATION AT (
<br /> - j 5� BUI iNG ENVELOPE '
<br /> - n ; ;
<br /> EXT'G MAN RD � A5.6 � I
<br /> ; ! 1'-3� Exterior Upgrades
<br /> �, REMAIN,TY ING TO _ .. REMOVE 4X10 ; ' I �
<br /> _ � � N at
<br /> ,
<br /> M RIMBEAM --- ----- - � H R. R
<br /> �, � H.T.S.A.F.F.ALL AROUND T C . � . -- - --.
<br /> 314"PLYWJ SHTH G; ' �' i B AM'TO REMAIN � �
<br /> PRE-FIN.METAL � 2X4 FRAMING PER � � , Outback Steakhouse
<br /> BEAM PER RUCT'L 5/8"GWB @ INT. � � � EXIST'G EXT.WA A55 STRUCT. f � �
<br /> _ -
<br /> �_ __` BEAM PER STRUCT'L' � � � _ TO REMAIN _ _ EXT'G 2"CONT.VENT = J � � 10121 Evergreen Way, Suite 15
<br /> - � � PRE-FIN.METAL FASCIA� '-' j = �
<br /> � , _ � _ Exis-r'G CEILING 0 , � --- � Everett, WA 98204
<br /> � � � � N REMAIN i i �
<br /> � � �� I 2x6 SCFFIT WI z°SHT'G � � � � � -- � ��� i EXTG 8"EXT.GYP.SHT'G, ` � ; + � •
<br /> A5.4 8� @ �--�----- ---- --�r ( ,@ � A5.5 i � _ �
<br /> � � s 2x10 RIM JOIST W/ 3 1/4"x4' ! 37 i � WI NEW SCREWS PER 30 1 � i �
<br /> I EXT'G' EXT.GYP.SHT'G,
<br /> �, _ , � 2x i0 24"o,c.PLATFORM SDS@ 16"o.c.,W/2x$ 16'o,c. A5.5 � � � STRUCT.;PATCH&
<br /> 2x6 SOFFIT W/2"SHT'G; WI NEW SCREWS PER � ,- - -- � ; � ( �__.��� --�
<br /> 35 PREFIN.BRAKE METAL STRUCT.;PATCN& JOIST� I OUTRIGGERS � � � 'I � � TEXTURE TO MATCH EXT'G; , ,i � ,
<br /> A5.5 SOFFIT TEXTURE TO MATCH EXT'G; ,i NEW"EXT.GYP.SHT'G,W/ S H i i � � PAINT PER FINISH
<br /> PREFIN.METAL SOFFIT
<br /> NEW SCREWS PER � � NEW BUILT-UP HDR.; � � � SCHEDULE
<br /> PAWT PER FINISH PANEL SYSTEM(VENTED} � � i ( i �f �
<br /> SCHEDULE STRUCT.;PATCH& �n � i REPLACE GWB AS REQ'D. � � NEW�"EXT.GYP.SHT'G; i '
<br /> TEXTURE TO MATCH EXT'G; 2x6 SOFFIT W/Z SHT'G; � � WSTALL NEW TRIM TO � ' 8 � ' I
<br /> � � i i PAINTED
<br /> PAINT PER FINISH PREFIN.BRAKE METAL � � MATCH EXT'G ( � ! ; I 31
<br /> 17 GElLING ACCESS PER PLAN SOfFIT `- -- '-� NEW 2"CONT. � A5.5
<br /> �
<br /> / / PERFORATED ALUM.VENT �� I � o,
<br /> A5.4 �� ��� ��
<br /> � � STOREFRONT ENTRY
<br /> D00 DULERAMEPER ' I i � �I I � PERMIT SET
<br /> ! CV I �, I i�i .
<br /> o i � � ; I
<br /> � I I I I � I rn
<br /> � � � �, ANODIZEDAWM.GRILL drawingtitle
<br /> 'I i�
<br /> � i � &FRAME �' ' � i �
<br /> i � ,
<br /> - �$ EXISTING REUTE TO , NEW EXTERIOR WALL TYPE E2(SIM): � EXTE R I O R
<br /> , A5.5 51.5 � ' Q -ACRYLIC DIRECT FINISH SYSTEM � � { __�
<br /> --+�--+-,.
<br /> REMAIN j ; -1/2"CEMENT BOARD � !
<br /> �' �� -5/1F"RAINSCREEN DRAINAGE MAT i � � � i
<br /> A5.5 � WALL
<br /> 18 i -WEATHER-RESISTIVE BARRIER 32 ' ; ' �
<br /> A5.4 j � ; -1/2"PLYWD SHTH'G i i
<br /> STOREFRONT ENTRY
<br /> � DOORS&FRAME PER i -2X6 STUDS PER STRUCTURAL i i S E CT I O N S
<br /> SCHEDULE � _ �
<br /> 42 __,� ' `-- - --'
<br /> � --'� SAWCUT SLAB AS �
<br /> , i^�' -� 3g A5.5 � 27 '
<br /> � REQ'D;INSTALL NEW 4" '
<br /> i � l � A5.5 � A5.5 `
<br /> � � � � � � CONC.SLAB TO MATCH j �-- -- -`
<br /> � I � I � EXT'G � �
<br /> � i
<br /> i i � I � � ' i i
<br /> - � � <
<br /> i i t �
<br /> `---- --'
<br /> `------' REINF.CONG. � -- '
<br /> STEMWALL&FOOTING a °
<br /> PER STRUCTURAL a
<br /> drawn by JTB
<br /> checked by MlA
<br /> 4 BUILDING SECTION - TowERwEST 5 BUILDING SECTION - TOWER ENTRY
<br /> A5.1 SCALE: 1/2"=1'-0" A5.1 SCALE: 1/2"=1'-0"
<br /> 7/18/18 PERMIT SET
<br /> issued date description
<br /> A5 . 2
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