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� <br /> UNPUBLISHED WORK <br /> 0 2018 <br /> Unauthorized use or reproduction of tt�ese drawings or any part <br /> herein without permission is not permitted <br /> MERRICK LENTZ ARCHlTECT <br /> RREHI7ECTURE - PLANNING <br /> 12815126th Place NE Kirklantl, WA 9$034 <br /> NEW EXTERIDR WALL TYPE E2(SIM}; t.425.747.3177 www.mlarch.com <br /> -ACRYLIC OIRECT FINISH SYSTEM <br /> -112"CEMENT BOARD <br /> -5116"RAINSGREEN DRAINAGE MAT <br /> 20 -WEATHER-RESISTIVE BARRIER EA.SIDE date: 7118/18 <br /> A5.5 -1/2"PLYWD SHTH'G EA.SIDE <br /> _______, -FRAMING PER STRUCTURAI.- <br /> � -ROOFING MEMBRANE 0/UNDERLAYMENT stamp <br /> i � <br /> i <br /> FLANGED ROOF VENT PER � � H.T.S.A.F.F.ALL AROUND <br /> PLAN;INSTALL PER MFR. 25 `- - - P.T.PLYWD.0/P.T.2X10 CAP. 35 REGISTERED <br /> SPECS. a <br /> A5.5 _ PRE-FIN.METAL FLASHING W/ `V RC IT <br /> � <br /> STANDING SEAMS <br /> � i <br /> NEW SINGLE PLY ROOFWG � TZ <br /> W/UNDERLAYMENT 0/4" SLOPE � � STATE OF WASHING <br /> 10 DENS-DECK COVER BD.0/ 12:12 � <br /> SLOPED RIGID fNSUL � � i <br /> A5.4 SLOPE � � <br /> � <br /> ------------, <br /> FLANGED ROOF VENT PER FLANGED ROOF VENT PER � � SHTH'G PER STRUCT. 3�$��2 � NEW TOWER FRAMING: � <br /> P L A N;I N S T A L L P E R M F R. . P L A N;I N S T A L L P E R M F R. � � r- PER STRUCTURAL N <br /> SPECS. P.T.2X6 O/(2}2X6 HF#2 SPECS. � NEW PARAPET WALL TYPE E5(SIM}: ____ consultant <br /> FRAMING PER � � -F.R.0 SIDING PER ELEV(NICNIHA) ( ,1 <br /> NEW SINGLE PLY ROOFING Zp NEW SINGIE PLY ROOFWG STRUCTURAL � i -PROPRIETARY CLIP RAINSCREEN SYSTEM � <br /> FRAMWG PER A5.5 � � -WEATHER-RESISTIVE BARRIER i � <br /> OVER UNDERLAYMENT; SFRUCTURAL ------ OVER UNDERLAYMENT; � � _1/2"PLYWD SHTH'G � � <br /> EXTEND OVER PARAPET; EXTEND QVER PARAPET; <br /> SHTH'G PER STRUCT. SLOPE �^ � SHTH�G PER STRUCT. SLOPE �___ __ _ __� -2x6 PER STRUCT.@16"o.c. � <br /> FRAMING PER STRUCT. FRAMING PER STRUCT. � i � <br /> 318:12 � � 3�8�12 -2x6 BLKG EA.JST SPACE @ 48 o.c. <br /> i � NEW TOWER FRAMING: <br /> ------ ---- <br /> ,-- , �-- --. -1(2"PLYWD SHTH'G i <br /> 6"x6"CONTINUOUS � � �- � � ( � 29 PER STRUCTURAL <br /> FORMED GUTTER; � i i A5.5 `__ _ __ <br /> -ROOFING MEMBRANE O/UNDERLAYMENT I <br /> SCUPPER BOX AND � � � i � � 2x6 WALL FRAMING � � EYEBROW BEYOND <br /> LEADERS PER PLAN � � � � PER STRUCT. <br /> i -- � � E E ATION UNDER <br /> 15 � REMOVE EXT'G ROOFING,PROVIDE � ,5 � REMOVE EXT'G ROOFING;PROVIDE EXT'G AWNING FRAMING TO , <br /> A5.4 � � 1 2"x 1 2°V E N T H O L E S A T 8'-0"O.C.; A5.4 i � 1 2"x 1 2"V E N T H O L E S A T 8'-0"O.G.; REMAIN;REMQVE EXT'G ROOFING; SEPARATE PERMIT <br /> NEW SIN GLE PLY � EXT'G AWNING FRAMING TO REMAIN NEW EXTERIOR WALL TYPE E2: � EXT'G AWNING FRAMING TO REMAIN 2x_BLK'G AS REQ'D PROVIDE 12°x12"VENT HOLES AT <br /> ROOFING OVER � � � � F O R A W N I N G S U P P O R T $'-0"O.C.; <br /> � -ACRYLIC DIRECT FINISH SYSTEM � � <br /> UNDERLAYMENT; �__ __� NOTE:GC SHALL -1/2"CEMENT BOARD .__ ___. NOTE:GC SHALL PROVIDE/MAINTAIN/ NOTE:GC SHALL PROVIDE/MAINTAIN� <br /> EXTEND UP UNDER PROVIDEI MAINTAIN -5/16"RAINSCREEN DRAINAGE MAT NEW SINGLE PLY ROOFING CONTINUOUS DRAFT-STOPS BETWEEN NEW SINGLE PLY CONTINUOUS DRAFT-STOPS BETWEEN <br /> FI.ASHWG CONTINUOUS -WEATHER-RESISTIVE BARRIER `= 0/ UNDERLAYMENT 0/2" AWNING ATTIC AND OCCUPIED SPACE FABRIC AWNING PER ELEV. ROOFING OVER AWNING ATTIC AND OCCUPIED SPACE <br /> DRAFT•STOPS BETWEEN -1/2"PIYWD SHTH'G °° FOAM;EXTEND UP UNQER W/PREFIN.1-112"SQ. UNDERLAYMENT; <br /> 4"(d LEADER W/ ;� AWNING ATTIC AND -2X4@16"o.c.FRAMING PER � FLASHING METAL FRAME EXTEND UP UNDER <br /> CLEAN-OUT � OCCUPIED SPACE STRUCTURAL EXI�T'G ROOFING � FLASHING <br /> (V <br /> EXIST'G ROOFING TO REMAIN '- EXIST'G ROOFING <br /> TO REMAIN TO REMAIN NEW EXTERIOR WALL T`(PE E1: N <br /> -MANUF'D STONE VENEER - <br /> 23 -314"MUD BASE COAT W(MESH � <br /> A5.5 -5t16"RAINSCREEN DRAINAGE MAT <br /> -WEATHER-RESISTIVE BARRIER <br /> �^ � -1t2"PLYWD SHTH'G <br /> �NOTE:GC ALL MAI IN � � -EXTERIOR SHEATHWG PER STRUCT <br /> EXISTIN NSULATION i i -2x6 @ 16 o.c.FRAMING <br /> BUILD ENVELOPE NOTE:GC SHALL AINTAlN EXISTING 2X12 ROOF _ NOTE:GC SHALL AINTAIN EXISTING 2X12 ROOF <br /> � � EXISTING INSULA ION AT FRAMING BEYOND TO � EXISTING INSULA ION AT FRAMING TO REMAIN. � - <br /> i i BUILDING ENVEL PE REMAIN. � BUILDING ENVEL PE <br /> i � � <br /> � _ ___J� ( I project name <br /> � � I 2s <br /> �-' - - - ( -- ----- ----- ( A5.5 <br /> EXIST'G TRUSSI 24 EXIST'G BEAM T ( 2�-�p ^`� EXIST'G BEAM T -- ------ <br /> A5.5 � � � 2X4 FRAMING PER � (^ <br /> BEAMTOREMAIN ,,,__ __ __ _ _ REMAIN � �� REMAIN STRUCT. � � � PRE-FIN.METAL Exterior Upgrades <br /> 2X4 FRAMING PER � <br /> i � NEW EXTER(OR WALL TYPE E2(SIM): STRUCT. � � i A5.4 EXT'G 2"CONT.VENT � i i FLASH'G WI STANDfNG <br /> EXIST'G EXT.WA t � EXIST'G EXT.WA � � EXIST'G EXT.WA _ ____ � � SEAMS at <br /> -ACRYLIC DIRECT FINISH SYSTEM � � <br /> � � TO REMAIN NEW EXT.FINISH PER = J <br /> TO REMAIN EXT'G 2"CONT.VENT TO REMAIN � _ J : � <br /> � � -1/2"CEMENT BOARD ELEV.O(�"CEMENT BD, � � <br /> ' -5/16"RAINSCREEN DRAINAGE MAT `� ' PRE-FIN.METAL FASCIA • <br /> EXIST'G CEIIING �- ' . � � EXIST'G CEILING 0 .- - '-. � � � EXIST'G CEILING 0 j RAINSCREEN,&WRB � � � � <br /> TOREMAIN � � - REMAW ( REMAIN � � � � � � Outback Steakhouse <br /> � � � ' -EXT'G SHTH'G � � � <br /> � � s � _______? -EXT'G TRUSSES TO REMAIN � � EXT'G e°EXT.GYP.5HT'G, � I � � � � � l __ ______ 1 <br /> i i EXT'G-"EXT.GYP.SHT'G,�---- - i � � � i EXT'G$'EXT.GYP.SHT'G, � , SC 2x10 FRAMING PER STRUCT. <br /> � e i W/NEWSCREWSPER � i � ! ► � W/NEWSCREWSPER -------" <br /> � W/NEW SCREWS PER � STRUCT.;PATCH& ` � <br /> ' ----------- ' � <br /> i � STRUCT.;PATCH& i � ' � i STRUCT.;PATCH& 10121 Evergreen Way, uite 5 <br /> TEXTURE TO MATCH EXT'G; � 21 <br /> 16 TEXTURE TO MATCH EXT'G; <br /> � TEXTURE TO MATCH EXT'G; EXTEND ACRYl.IC FINISH TO � i i i <br /> / 16 � 16 PAINT PER FINISH A5.4 � � PAINT PER FINISH A5.5 PREFIN.METAL SOFFIT Everett WA 98204 <br /> ' � PAINT PER FINISH EXT'G VENT � i , <br /> \A5.4 � � A5.4 � � SCH�DULE � � PANEL SYSTEM(VENTED) <br /> . � � SCHEDULE 1 1 NEW 5"EXT.GYP.SHT'G, <br /> `- --- ' `- --- ---' e � �- --- --' NEW2"CONT. <br /> SCREWS PER STRUCT.; <br /> PAINTED PER FINISH � i 17 PERFORATED ALUM.VENT <br /> SCHEDU�E A5.4 <br /> 17 EXISTING WINDOW 17 N 12 EXISTING WINDOW <br /> A5.4 NEW EXTERIOR WALL TYPE E2(SIM): TO REMAIN; A5.4 � A5.4 TO REMAIN; <br /> EXISTING WINDOW -ACRY�IC DIRECT FINISH SYSTEM � HEADER PER <br /> TO REMAIN; REPLACE FAILED �' STRUC7URAL ( REPLACE FAILED <br /> REPLACE FAILED -1/2"CEMENT BOARD INSULATED GLAZING i INSULATED GLAZING <br /> INSU�ATED GLAZING -5/16"RAWSCREEN DRAINAGE MAT UNITS AS REQ'D i UNITS AS REQ'D ___ _ - <br /> -WEATHER-RESISTIVE BARRIER � .- -. NEW EXTERIOR WALL TYPE E2: <br /> UNITS AS REQ'D �- --- `� -EXT'G SHTH'G � 0' � ��) � I � a' � � -ACRYLIC DIRECT FINISH SYSTEM � <br /> i � -EXT'G FURRING TO REMAIN � � � � � � -1/2°CEMENT BOARD <br /> � � � � ��_�__ _�` a' � � -5116"RAINSCREEN DRAINAGE MAT <br /> � � � � 18 � -WEATHER-RESISTIVE BARRIER P E R M IT S ET <br /> 18 � 18 � NEW EXTERIOR WALL TYPE E2 IM: � j � A5.4 i i -1/2"PLYWD SHTH'G <br /> A5.4 i i A5.4 i i -ACRYLIC DIRECT FINISH SYSTE, � ' � <br /> � � � � -1/2"CEMENT BOARD � '' � � � -2X6 STUDS PER STRUCTURAL <br /> (`_ _ I f�_ � �� -5116"RAINSCREEN DRAINAGE AT � � l- - -i <br /> - -WEATHER-RESISTlVE BARRIER � � EXISTING EXTERIOR WALL& drawing title <br /> -1/2"PLYWD SNTH'G ( � FURRING TO REMAIN;REMOVE <br /> EXISTING EXTERIOR WALL TO -2X6 STlJDS PER STRl1CTURAL .,__ __ __. 13 �9 EXTERIOR CLADDING. <br /> �g REMAIN(REMOVE EXTERIOR �g A5.4 <br /> A5.4 CL.ADDING) A5 4 A5.4 _ _ _. E XT E R I 0 R WA L L <br /> �_ _ � ,- - -� SAWCUT SLAB AS 14 � SAWCUT SLAB AS 27 <br /> � 6"QJ PVC RAIN LEADER; � R E Q'D;I N S T A L L N E W 4" �__ __ __� A5.4 � � R E Q'D;I N S T A L L N E W 4" � _ _ _� A5.5 <br /> i i CONNECT TO EXT'G STORM � � CONC.SLAB TO MATGH � � � CONC.SLAB TO MATCH , = S E CT I 0 N S <br /> � DRAIN. i i EXT'G � � � i EXT'G � � <br /> � i � i i i i � i i <br /> i � � � � i <br /> � i i a i � i °a i <br /> I I I 1 `--------' <br /> ��___ ___,i �._______�� REINF.CONC. � e-- � REINF.CONC. - aa � <br /> STEMWALL&FOOTING ° STEMWAI.L&FOOTING d � <br /> PER STRUCTURAL ° ° a e PER STRUCTURAL � , ° <br /> 1 BUILDIN� SECTION - NEW BULKHEAD 2 BUILDING SECTION - FEATURE WALL 3 BUILDIIVG SECTION - TOWER WEST <br /> A5.1 SGALE: 1/2"=1'-0" A5,� SCALE: 1/2"=1'-0° drawn by 1TB <br /> J�5.1 SCALE: 1/2"=1'-0° <br /> checked by MLA <br /> 7/18l18 PERMIT SET <br /> issued date description <br /> A5 . 1 <br />