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3315 BROADWAY 2020 HOPEWORKS STATION 2 Plans 2022-11-23
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3315 BROADWAY 2020 HOPEWORKS STATION 2 Plans 2022-11-23
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Last modified
11/23/2022 3:33:27 PM
Creation date
8/16/2022 3:26:50 PM
Metadata
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Template:
Address Document
Street Name
BROADWAY
Street Number
3315
Tenant Name
HOPEWORKS STATION 2
Permit
B2002-014
Year
2020
Notes
REPLACE DRYWALLS / FINISHES IN LEAK AFFECTED (10) UNITS AND
Address Document Type
Plans
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M= <br />ICI <br />1 2 3 <br />Wall Legend <br />MTL. FRAMED WALL <br />STANDARD WALL <br />4 INSULATED OR ACOUSTIC WALL <br />�a N <br />WOOD FRAMED WALL <br />STANDARD WALL <br />INSULATED OR ACOUSTIC WALL <br />142-11" <br />7 19/32" @ PROPERTY LINE <br />VERIFY <br />A.3 <br />D <br />1"@EXTRO. STU <br />I 5'-6"T 16'-01/2". <br />18'-1114" <br />10'-0112" 12'-81/4" <br />6'-5V2" V-41/2" 15'-10" <br />O <br />� <br />2 <br />2 <br />O <br />A3.12 <br />P <br />A3. <br />P41N <br />IL <br />w 1 <br />4.22B <br />CS <br />3 <br />A4.51 <br />4 <br />5 <br />General Notes - Residential Floor Plans <br />A. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF STUDSUNLESS <br />M. CONTRACTOR TO CONFIRM ALL CLEARANCE REQUIREMENTS AS NOTED ON <br />OTHERWISE NOTED, <br />DETAIL A6.01. <br />B. DIMENSIONS AT UNIT DEMISING WALLS ARE TO CENTERLINE OF WALL. <br />N. REFER TO DETAILS ON SHEET A6.01 FOR TYPICAL DOOR CLEARANCES. <br />C. INTERIOR DIMENSIONS ARE TO THE FACE OF STUDS AT FRAME WALLS, AND TO <br />O. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS, <br />CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. <br />INCLUDING BUT NOT LIMITED TO PIPING, DUCTS, CONDUIT, ETC., WITH <br />D. DIMENSIONS LOCATING DOORS, WINDOWS AND RELIGHTS ARE TO NOMINAL <br />FIRESTOPPING PER I.B.C. REQUIREMENTS. <br />MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. <br />P. SEE EXTERIOR ELEVATIONS FOR WINDOW AND LOUVER TYPES AND DETAILS- <br />E. SEE WALL TYPES ON SHEET A1.01 FOR TYPICAL WALL CONSTRUCTION <br />Q. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE <br />ASSEMBLIES. <br />INFORMATION- <br />F. ALL NON -BEARING WALLS ARE FULL HEIGHT TO UNDERSIDE OF FLOOR ABOVE. <br />R. TYPICAL WALLS AT UNIT INTERIORS ARE WALL TYPE WN 411 UNLESS NOTED <br />G. APPLY TWO (2) CONTINUOUS SEALANT BEADS BENEATH STUD TRACK AT ALL <br />OTHERWISE. FOR TYPICAL WALLS AT UNIT INTERIORS REFER TO UNIT 201 ON <br />EXTERIOR STUD WALLS. <br />SHEET A4.22A. <br />H. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING AT ALL <br />S. SENSORY ACCESSIBLE UNITS PROVIDED PER UFAS SECTION 4.28.2 AND 4.28.3 <br />WALL MOUNTED LAVATORIES, DRINKING FOUNTAINS, CASEWORK, MIRRORS, <br />WITH: <br />HANDRAILS, ETC. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND <br />a. AUDIBLE ALARMS -AUDIBLE EMERGENCY ALARMS, SHALL PRODUCE A <br />MECHANICAL DRAWINGS, <br />SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE <br />I. SEE DETAIL SHEET A6.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL <br />ROOM OR SPACE BY AT LEAST 15 DECIBELS OR EXCEEDS ANY MAXIMUM <br />MOUNTED ACCESSORIES AND EQUIPMENT. <br />SOUND LEVEL WITH A DURATION OF 30 SECONDS BY 5 DECIBELS, <br />J. SEE INTERIOR DESIGN DRAWINGS FOR TRANSITION DETAILS AND THRESHOLDS. <br />WHICHEVER IS LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT <br />K. ELECTRICAL PANELS, TRANSFORMERS, BOILERS, AIR HANDLING UNITS, AND <br />EXCEED 120 DECIBELS. <br />DUCTWORK WHEN SHOWN, ARE INDICATED FOR CONTRACTOR CONVENIENCE. <br />b. VISUAL ALARMS - ELECTRICALLY POWERED INTERNALLY ILLUMINATED <br />SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC SIZES AND <br />EMERGENCY EXIT SIGNS SHALL FLASH AS A VISUAL EMERGENCY ALARM IN <br />LOCATIONS. <br />CONJUNCTION WITH AUDIBLE EMERGENCY ALARMS. THE FLASHING <br />L. SEE MECHANICAL AND ELECTRICAL PLANS FOR CEILING MOUNTED EQUIPMENT. <br />FREQUENCY OF VISUAL ALARM DEVICES SHALL BE LESS THAN 5 HZ. IF SUCH <br />ALARMS USE ELECTRICITY FROM THE BUILDING AS A POWER SOURCE, <br />THEN THEY SHALL BE INSTALLED ON THE SAME SYSTEM AS THE AUDIBLE <br />EMERGENCY ALARMS. <br />15'-101, 12'-6' 20'-61/2" <br />—— <br />----------I_ _—_—_—_- <br />_—_—_—_ —_—_— <br />2 BED Unit iBED Unit <br />I <br />9TAIRltZ <br />16ED Unit I <br />I <br />1 U. <br />18ED Unit BED <br />STUDIO unit <br />DI <br />T2$ - T2$ <br />- <br />sr#z <br />STUDIO Unit <br />T 6$T <br />TYPe-B <br />20220_ <br />I <br />SF <br />Type-B <br />397 SF <br />r7M ____ <br />F 397SF <br />3528 <br />309 SF <br />- <br />- 206 <br />tussissi- <br />--_. <br />- <br />---r. <br />I <br />I <br />I <br />0 <br />- <br />O O <br />cs <br />— <br />I; <br />l <br />11 <br />I 'T - 51/2" @ EXT F.O. STUD <br />'; ' O 12 BED Unit <br />... - ,,_,�•.. �n;� '� ,:,; -I, .. _.,; Type-6 <br />I w� : <br />226 <br />I <br />I, <br />1' <br />i 27 3200 <br />1 1� <br />I <br />ai <br />t 1 <br />_ /LAUN Y I <br />ELEC. <br />-r <br />i ELEV#1 <br />225 101 SF <br />�� I <br />L <br />I 2 <br />223 <br />44 SF <br />.- , AMENITY <br />i <br />223 <br />A3.10 . I ® - - <br />i <br />I� i 452 SF I ' <br />� r <br />� r <br />r : <br />I <br />, r <br />I r <br />7 _ 1 <br />i - I <br />I <br />1 <br />1 <br />T 43 <br />YPe <br />r <br />T, 7 <br />r � <br />209 I I <br />�1 <br />31 <br />I <br />i <br />O <br />X <br />EXT. <br />/ IFMI <br />COURTYA -, : <br />5'-41l2' � 1 ' / - <br />CS <br />_ <br />i <br />I <br />I <br />STUDIO Unit <br />TYPe-B 0 --- - <br />10 _. <br />327 SF <br />- <br />REFER TO LANDSCAPE' a <br />FOR PAVERS &�"A YOU <br />t' <br />I <br />r <br />r <br />i <br />- <br />a <br />v <br />STUDIO unit- <br />— — — <br />I <br />- <br />T $ <br />vae <br />- I <br />--` <br />�.. <br />STUDIO Unit <br />.► I ''-- <br />373 SF <br />�i •,it <br />��I <br />1 -CANOPY` <br />4.22C - BELOW <br />A R12EXT.'_ =—_ .--- . —_—_ _ <br />I <br />4'-11" 16'-101Y2" 10'-01/2" <br />7" @ EXT F.O. STUD <br />A3 <br />A <br />L <br />16ED Unit <br />I <br />r 43 - <br />vr� <br />— 222 — <br />400 SF <br />� C <br />` STUDIO Un.t" <br />Type$ <br />306 SF , <br />J <br />- 2$ED -Unlit _1 <br />P Assumed <br />70'-6" i8, FXII <br />E <br />III©III, <br />.a. <br />i............... <br />n:: <br />i...11ii <br />un <br />n <br />n' <br />........... <br />........... <br />-.... <br />.....iNuM.run <br />guists <br />it <br />ni <br />°._ <br />ilii <br />us <br />1 <br />-us. i <br />....-is Units............................. <br />iiiii Il <br />is <br />H. <br />r <br />MHUN <br />.Lt. i <br />....i <br />iiiii <br />in <br />Mitsuit <br />i trusts <br />€ <br />:ii iiiii <br />iiiii <br />. ........i...... <br />S <br />I.:. <br />:.nI <br />i iElie <br />iiiIn <br />.=uMiN <br />::.:::::NNeflumNi <br />.e <br />... <br />'I <br />.:..................... <br />: <br />::: <br />F..E E...EE... <br />::. <br />innnntiniGi <br />•: <br />:::e:::: <br />.:::::e:: <br />:N <br />Hi nsui <br />-- <br />....:....r:: <br />_.., <br />...........:r• <br />is:is <br />sit <br />s. <br />.. ... <br />??..E�...i.ii.ii <br />i..... <br />::: <br />s <br />:......................is........... <br />s <br />s0. : <br />us <br />MuMuluni..o <br />ni: <br />it <br />...:'. <br />; <br />:.... <br />..... <br />..:C.... <br />t................... <br />t <br />is <br />: _ <br />--.gm <br />...:..........illl <br />H: N........... <br />in Is <br />•... <br />................. <br />......I <br />..:.:....:..:..::..::..::.:. <br />:i:s <br />... <br />"HuR: <br />i......E <br />Ing.u.....i.:..999.... <br />i...:1: <br />::'s:-----Kira: <br />Hill. <br />1..................... <br />x <br />numani <br />......._... <br />............ <br />....................... <br />........... <br />.........., <br />it is:r <br />I <br />............. <br />..R:.....H.M.N. <br />..............."....: <br />9.i.iiiin <br />n4n.r.:s...Eeei.2��i$..�. <br />min <br />E............ <br />...i <br />................ <br />.... <br />� <br />:::::a::::IUMN1n::== <br />1.:r.:::1.. <br />==t:: <br />r. <br />••....:::r......... <br />..... <br />:•a:: <br />........... <br />, <br />.....e...'us- <br />t <br />r I <br />BELOW ___— <br />A4 50 ' 4.22D <br />D.9 <br />18'-93/4" 15'-10" 12'-6" 12'-6" 14' 0" 14'-01' �22'-101/4" 1'-51/2"@EXT F.O_STUD ' <br />I II <br />142'-11:: 63-10 6'-8" '8" EXISTING BUILDING <br />HOPEWORKS STATION 1 <br />G K III <br />'L Assumed <br />L <br />a <br />c <br />0 4' 8' 16,Air-� <br />F- <br />n <br />Scale: 1/8' = T-0" Z <br />6 <br />REGISTRATION STAMP: <br />ARC HITICT <br />ATE F WASH GT4RIIHIT <br />�z�l <br />■ IDI <br />HOPEWORKS <br />STATION 2 <br />FOR <br />HOPEWORKS & <br />HOUSING HOPE <br />AT <br />3315 BROADWAY, <br />EVERETT, WA <br />CS <br />N NT�iS` <br />05/15/2018 <br />This drawing is: <br />1. Copyright 2017 Dykeman, Inc. C <br />2. The Architects Instrument of Professional Service. <br />3. For use on this onl . Obtain Architect's <br />project Y <br />written permission for an other use or reproduction. <br />P Y P <br />2016-025 <br />MARK DATE DESCRIPTION <br />11/16/2017 Prtcing Set <br />12/08/2017 Permd Set <br />CS <br />mim <br />PRINCIPAL IN CHARGE. TJJ <br />PROJECT MANAGER: I DH <br />PROJECT ARCHITECT: 1 MS <br />JOB CAPTAIN: j GM <br />A <br />Floor Plan Level 2 <br />
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