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2 3 4 5 6 <br /> General Notes- Building Sections <br /> A. WALL TYPES-REFER TO SHEET A1.00 FOR WALL ASSEMBLIES <br /> B. REFER TO SHEET A1.02 FOR FLOOR AND ROOF ASSEMBLIES <br /> C. STAIR DETAILS-REFER TO A4.00 SERIES SHEETS <br /> 71 0.5 • A <br /> I I I ARCHITECTURE + DESIGN <br /> 3161 <br /> 1BED Unit 2 BED Unit <br /> E 1BED Unit T e B Type-B E <br /> T�363 320 • <br /> FW1 <br /> A2 WX.6 FX.4.7 A2 <br /> FX.4.7 A8.80 11 R A8.80 <br /> _ _ '0T 113 n — — _Level3� <br /> — 107 V 10" 1 — — V — — _ — — — — — 107'-10" V <br /> VENTILATION HOODS <br /> FW1 <br /> I I <br /> W 6 VERTICAL SUNSCREEN R <br /> I I <br /> Keynote Legend • <br /> CONTINUOUS PREFINISHED Key Value Keynote Text <br /> Ci 1BED Unit 1BED Unit 2 BED Unit METAL COPING <br /> A8.60 TYPe-B Type-B Type-B REEN ROOF ASSEMBLY 075423 THERMOPLASTIC POLVOLEFIN(TPO)ROOFING *17 <br /> -------T-�- ----- — — — 213 213 220 <br /> _ 1 076200.A3 CONTINUOUS PREFINISHED METAL COPING <br /> WX.6 233800 VENTILATION HOODS <br /> 11R 255600.A EXTERIOR SCONCE <br /> THERMOPLASTIC <br /> — —-—-—-—-—- — OLYOLEFIN(TPO) 32 9700 GREEN ROOF ASSEMBLY FX.4.7 OOFING <br /> FC6 <br /> FC6 <br /> D FX.4.7 Level 2 A8.60 ..• IDENTIFICATION: <br /> Level2 — — — D <br /> — — 98_4" 1 — — — — — Level 2 n <br /> 98'-4" 98'-4" <br /> ° a F°° ° I -t----------------- <br /> � HOPEWORKS <br /> q'IyyyyyTyyyl P� <br /> STATION 2 <br /> 1)0 <br /> FOR <br /> CEILING PER INTERIORS D2 HOPEWORKS & <br /> A8.70 HOUSING HOPE <br /> AT <br /> 3315 BROADWAY, <br /> EVERETT, WA <br /> SHELLI FUTURE <br /> RESIDENTIAL1 ICOMMISSARY& EXTERIOR SCONCE <br /> LOBBY,MAIL CATERING <br /> EXISTING 119 KITCHEN I CONFORMED SET <br /> NEIGHBORING RESIDENTIAL 131 05/15/2018 <br /> BUILDING LOBBY;MAIL <br /> Al <br /> 8.20a <br /> This drawing is: <br /> C 1.Copyright 2017 Dykeman,Inc. C <br /> 2.The Architects Instrument of Professional Service. <br /> 3.For use on this project only.Obtain Architect's <br /> written permission for any other use or reproduction. <br /> MAILBOXES PROJECT NUMBER: <br /> D5 <br /> 4)"l�oppi q 4 oppi 8.20b <br /> Cd¢crete S� C�b F R Sim. 2016-025 <br /> d- ° a a < e _a eS.8Lobby-2 ° OPP._ Level 1 R <br /> Level 1 Res.Lob — , HAND. <br /> 84.2„ ° a ° — 83�0 • <br /> ° a III III—III III—III— < ° d - d � - MARK DATE DESCRIPTION <br /> III = — = = 11/16/2017 Pricing set <br /> 12/08/2017 Permit Sel <br /> - - _ - _ 02/08/2018 Bid Set <br /> III° I I— <br /> I _ II—III III—III- II III—III III—III—I �—III III—III—III—_I <br /> FC2 III F III—III III III—III III III III III III—III III III III III—III <br /> _ r <br /> f, IIIII IIIII—I1 II IIII IIIIII IIIIII IIII II II IIIII III II IIIII III II IIIII III II IIIII III II <br /> C _ <br /> SPRINKLER "_101 <br /> MAP108 a ° - FOOTING PER STRUCT.VERIFY AREA <br /> III—III—III _ III—III —, BOTTOM OF FOOTING DEPTH P101 I III—III III I I III—III—III—I I I- <br /> I—III—III—I I—III—III— W/GEOTECH o —III—III—III—_—_ I_ _ _ __ <br /> - - CONFIRM FOOTING ELEVATION OF III—III—III—III—III—III—III—III—III—I FOOTING PER STRUCT.VERIFY <br /> EXISTING ADJACENT BUILDING ON- III—III—III—III—III— —III III—III—III_ BOTTOM OF FOOTING DEPTH <br /> 'SPRINKLER' SITE,REVIEW AND ADJUST FOOTING W/GEOTECH <br /> P7 8 J ELEVATIONS ACCORDINGLY WITH III III III III III+III III III III III <br /> INPUT OF STRUCTURAL ENGINEER III—III III—III III—I —III III—III III—I <br /> _ 10 III—III III— <br /> III—III III—III III 11—I <br /> — III B <br /> �WaIJITSection Grid A.5 facin South =@ g ° IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PRINCIPALINCHARGE:ITJJ <br /> 111-11 III—III—II1=1I1-1I 1I1=1II-1I1=1II- PROJECTMANAGER: DH <br /> FOOTING DRAIN PROJECT ARCHITECT: MS <br /> JOB <br /> CAPTAIN: I GM <br /> Floor Plan-LeP1 SLAB R III—III III—III—III=1 =1 III—I —I —I 1= Floor Plan-Level <br /> III o a — 78'- I_U—J1L-11 —= 73 <br /> i -1 I I °a � ao a as a as a ao a as a a< a a ° ° —III III—II I I I 1=1 1=1 I I I I 1=1 I I I I 1=1 11= <br /> 4S�R- { I_I I_I I_I I_I I_I +III —I I_I I_I <br /> :I I I IIII II IIII I I I IIII II IIII 11111�1 111 I I I�I I I I I�I I I I II�Ih o�r1 ° I I=1 I I=1 I I=1 I I=1 11= o0 000. I- <br /> I — _ _ <br /> FOOTING PER STRUCTURAL <br /> III—III—III—III—III=1 I=1 -III=III=III <br /> =1 (- <br /> �o CONFIRM ELEVATION I aq—II —III— —III—III—III—III— —III- -III—III— <br /> �— <br /> J —I I�I —I - - - - - - - -I —I —I I- <br /> Al <br /> A8.10 A A.3 1 <br /> Wall Section @ Grid 1.5 facing East Wall Section @ Grid A.5 Facing South DRAWING <br /> A A <br /> Wall Sections <br /> DRAWING NUMBER- <br /> 1 ' <br /> 2 3 4 5 6 <br />