10121 EVERGREEN WAY 2018 OUTBACK STEAKHOUSE Plans 2022-11-21

UNPUBUSHEQ WORK 0 2018 Unauthorized use or reproduction of these drawings or any part herein without permission is not permitted NEW EXTERIOR WALL TYPE E2 S(M: -ACRYLIC DIRECT FINISH SYSTEM -1/2"CEMENT BOARD -5/16°RAINSCREEN DRAfNAGE MAT M E R R I C K L E N T Z A R C H I T E C T -WEATHER-RESISTIVE BARRIER A R C N�I T E C 7 U R E • P L A N N 1 N G P0 -1/2"PLYWD SHTH'G EA.SIDE A5.5 -FRAMING PER STRUCTURAL _______, -BLK'G AT 48"o.c. 20 20 1 -WEATHER RESISTIVE BARRIER ^_______ A5.5 NEW EXTERIOR WALL TYPE E2(SIMj: f________� A5.5 12815126th Place NE Kirkland, WA 98034 � � ( 1 -ACRYLIC DIRECT FINISH SYSTEM � t.425.747.3177 www.mlarch.com � -RO�F MEMBRANE 26'-3" � � -1/2"CEMENT BOARD � � FLANGED ROOF VENT PER � � TOPtCOPING ' -5(16"RAINSCREEN DRAINAGE MAT � � H.T.S.A,F.F.ALL AROUND � � � � PLAN;INSTALL PER MFR. (`' "' ' J P.T.PLYWD.0/P.T.2X10 CAP. NEW EXTERIOR WALL TYPE E2(SIM): � � -WEATHER-RESISTIVE BARRIER � -1/2"PLYWD SHEATHING � � SPECS. - -ACRYLIC DIRECT FINISH SYSTEM i , REFER 1/A5.1 FOR -2x6 @ 16"o.c. FRAMING ��— _! date: 7/18/18 25 � -112"CEMENT BOARD l PARAPET AND BRACE A5.5 __ __ __ PRE-FIN.METAL FLASHING W/ N -5/16"RAINSCREEN DRAINAGE MAT STANDING SEAMS -WEATHER-RESISTIVE BARRIER - - stam FLAT ROOF ASSEMBLY .— —. p NEW SINGLE PLY ROOFING i � -1/2"PLYWD SHEATHING -SINGLE PLY RQOFING ( I 33 WI UNDERLAYMENT Oi 4" � � -2x6 @ 16"o.c. FRAMWG -UNDERLAYMENT NEW EXTERIOR WALL TYPE E1: i ; A5.5 DENS-DECK COVER BD.0/ i _ NEW PARAPET BRACE -114"COVER BOARD -MANUF'D STONE VENEER SLOPED R{GID INSUL. � � � '-3" PER STRUCT'L -TAPERED INSUL -3l4"MUQ BASE COAT W/MESH � � 35 REGISTERED H.T.S.A.F.F.ALL AROUND -1/2"PLYWD SHEATH'G -5116"RAINSCREEN DRAINAGE MAT � i -WEATHER-RESISTIVE BARRIER � � SLOPE �_ __ __ _ _�� ' "' PRE-FIN.METAI.FLASHING RC IT NEW TOWER FRAMING: _ _ _�, 12:12 � W/STANDING SEAMS -112"PLYWD SHTH'G w -� SLOPE PER STRUCTURAL N 3/8:12 � 52 (^----- -- - - - - ' -EXTERIOR SHEATHING PER STRUCT NEW SINGLE PLY ROOFING � A5.6 � -2x6 @ 16°o.c.FRAMING OVER UNDERLAYMENT; I � TZ � � EXTEND OVER PARAPET; S T A T E O F W A S H{N G T i SHTH'G PER STRUCT. � — FRAMING PER STRUCT. � i i .- i i 34 NEW TOWER FRAMING ' � — - --� A5.5 FASCIA W/DRIP E GE ' , , consultant i i PER STRUCTURAL ( � NEW 2x10 ROOf JOISTS � EYEBROW BEYOND FRAMING PER PER STRUCTURAL � � STRUCT'L `---'-- - --" SIGNAGE PER PREFW.METAL SOFFIT 8"TYPE"X"GWB CEILING � � �`__ _f� EXT'G AWNWG FRAMWG TO ELEVATION UNDER PANEL SYSTEM ON 4" 2 x 4 @ 1 6"o.c.P A R T I T I O N REMAIN;REMOVE EXT'G ROOFING; SEPARATE PERMIT FURRING @ 24"o.c. �i PROVIDE 12"x12"VENT HOLES AT �i REMOVE EXISTING STOREFRONT HEAD MANSARD STICK fRAMING 8'-0"O.C.; RECEPTOR NOTE:GG SHALL PROVIDE/MAINTAIN/ SIGNAGE BY AT CORNER ONLY, � ' CONTINUOUS DRAFT-STOPS BETWEEN SIGN VENDOR AWNING ATTIC AND OCCUPIED SPACE ��TypE��Wg� EXT' MANSARQ EXT'G DBL.TRU PER ELEVATION $ ' AWN G FRAMING @ 24" TO REMAIN STOREFRONT WINDOW I EXISTING 2X12 ROOF $"TYPE°X" O/C REMAIN,TYP SYSTEM PER SCHEDULE ; � FRAMWG BEYOND TO ', GWB � ; REMAIN. EXIS NG 2X12 ROOF N N FRA I G BEYOND TO � EXT'G MANSARD � NEW EXTERIOR WALL TYPE EL � �„ REMOVE 4X1� ` AWNING FRAMIN TO -MANUF`D STONE VENEER - � HIP BM. REM N. REMAIN,TYP -3/4"MUD BASE COAT W/MESH � � — — — — — — —— =—.� — — — — — — — -5(16"RAINSCREEN DRAINAGE MAT -WEATHER-RESISTIVE BARRIER ' I -U2"PLYWD SHTH'G ��—�._._-�� ' �, — — — — — — — -EXTERIOR SHEATHING PER STRUCT EXISTING 2X12 ROOF � -2x6 @ 16"o.c.FRAMING CUT BACK EXT'G FRAMING TO REMAIN. I 4X10 RIM BEAM EXI ING GLB TO ( 53 � � EXISTING CANT. RE IN ( AS.fi ��_ ^ I � GLB TO REMAIN 21 ( 26 - -- --- - 30"x30" — — — — — — — — — — — — ( A5.5 H.T.S.A.F.F.ALL AROUND ( �g��W� LOUVERED MECH. ! -��. A5.5 ------- � @ INT. RCCESS W/ FLU BEAM PER PRE-FIN.METAL �/4"PLYWD SHTH'G; LATGH ST CTURAL;GC SHALL 2X4 FRAMING PER I PRE-FIN.METAL � ' VF RUSS ALIGNMENT i FLASH'G W/STANDING � STRUGT. _ _ � i FLASH'G WI STANDING �EAM'PER STRUCT'L — --A�! Y-�P6Fi. — — — — — — — — — EXT'G 2"CONT.VENT � �� SEAMS N � � ' AN ONFLICTS. � ^ project name — i � , , � �� i PRE-FIN.METAL FASCIA � PRE-FIN.METAL FASCIA � � -- -- ---- --- t --- �l � - _ i i i �� N i � ' '`--- y�� ---- - � � ' � 16 40 � � , EXT'G 8' EXT.GYP.SHT'G, '-"' - : 2x10 FRAM'G PER STRUCT. 2x10�IM JOIST W/(3)�114°x4"� � @ 5i A5.4 A5.5 � � 35 Exteno r U pg rades WI NEW SGREWS PER SDS 16"o.c.,W/2x8 16"o.c�---- - - __...�Lx10 24"a.c.PLATFORM NEW$ EXT.GYP.SHT'G,WI EXT'G 8"EXT.GYP.SHT'G, A5.5 STRUCT.;PATCH& OUTRIGGERS JOISTS NEW SCR�WS PER W/NEW SCREWS PER � TEXTURE TO MATCH EXT'G; STRUCT.;PATCH& STRUCT.;PATCH& 2x6 SOFFIT W(z"SHT'G; ' at PAINT PER FINISH �•_g��2� �_ PREFIN.METAL SOFFIT PREFIN.METAL SOFFIT 2x6 SOFFIT Wi 2"SHT'G; TEXTURE TO MATCH EXT'G; TEXTURE TO MATCH EXT'G; PREFIN.BRAKE METAL SCHEDULE PANEL SYSTEM(VENTED) PANEL SYSTEM(VENTED) PREFIN.BRAKE METAL PAINT PER FINISH PAINT PER FINISH SOFFIT NEW 2"CONT. SOFFIT SCHEDULE SCHEDULE + PERFORATEDALUM. OutbaL'k Sleakh�u�e VENT EXIS7ING HSS NEW EXTERIOR WALL TYPE E1•B: COL.TO REMAIN `/ // A5.4 �j // -MANUF'DSTONEVENEER � �� 10121 Evergreen Way, Suite 15 - - � � � � / � NEW EXTERIOR WALL TYPE E2(SIM): � Everett, WA 98204 ACRYLIG DIRECT FINISH SYSTEM -314°MUD BASE COAT W/MESH -112"CEMENT BOARD -5116"RAINSCREEN DRAINAGE MAT N -WEATHER-RESISTIVE BARRIER � 41 -5116"RAINSCREEN DRAINAGE MAT -112"PLYWD SHTH'G � A5.5 -WEATHER-RESISTIVE BARRIER -EXTERIOR SHEATHING PER STRUCT 6' -1/2"PLYWD SHTH'G -2x6 @ 16"o.c.FRAMING -FRAMING PER STRUCTURAL -BLK'G AT 48"o.c. 18 A5.4 SAWCUTSLABAS PERMIT SET REQ'D;INSTALL NEW 4" 27 CONC.SLAB TO MATCH .-- - —� A5.5 EXT'G ; , drawing title i i i _ -- REINF.CONC. — < ' 42 E XT E R I 0 R STEMWALL&FOOTING ° ' �� A5.5 PER STRUCTURAL ° WALL SECTIONS 7 BUILDING SECTION - TowERwEST 6 BUILDING SECTION - TowERsouTH A5.1 SCALE: 1/2"=1'-0" A5.1 SCALE: 1/2"=1'-0" drawn by JTB checked by MlA 7/18/18 PERMIT SET issued date description A5 . 3