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2 3 4 5 6 <br /> Wall Legend General Notes- Residential Floor Plans Keynote Legend <br /> MTL.FRAMED WALL A. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF STUDSUNLESS M. CONTRACTOR TO CONFIRM ALL CLEARANCE REQUIREMENTS AS NOTED ON <br /> OTHERWISE NOTED. DETAIL A6.01. Key Value Keynote Text <br /> B. DIMENSIONS AT UNIT DEMISING WALLS ARE TO CENTERLINE OF WALL. N. REFER TO DETAILS ON SHEET A6.01 FOR TYPICAL DOOR CLEARANCES. <br /> STANDARD WALL C. IN <br /> DIMENSIONS ARE TO THE FACE OF STUDS AT FRAME WALLS,AND TO O. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS, 05 5000.A PERFORATED METAL SUN CONTROL SCREEN ON 1-1/4"TUBE STEEL <br /> CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. INCLUDING BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC.,WITH FRAME <br /> D. DIMENSIONS LOCATING DOORS,WINDOWS AND RELIGHTS ARE TO NOMINAL FIRESTOPPING PER I.B.C.REQUIREMENTS. 07 7123.A CUSTOM MTL SCUPPER AND DOWNSPOUT <br /> MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. P. SEE EXTERIOR ELEVATIONS FOR WINDOW AND LOUVER TYPES AND DETAILS. . <br /> INSULATED OR ACOUSTIC WALL E. SEE WALL TYPES ON SHEET A1.01 FOR TYPICAL WALL CONSTRUCTION Q. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE 273200.A TWO-WAY COMMUNICATION SYSTEM W/AUDIBLE AND VISIBLE <br /> ASSEMBLIES. INFORMATION. SIGNALS <br /> F. ALL NON-BEARING WALLS ARE FULL HEIGHT TO UNDERSIDE OF FLOOR ABOVE. R. TYPICAL WALLS AT UNIT INTERIORS ARE WALL TYPE WIN 411 UNLESS NOTED <br /> WOOD FRAMED WALL G. APPLY TWO(2)CONTINUOUS SEALANT BEADS BENEATH STUD TRACK AT ALL OTHERWISE.FOR TYPICAL WALLS AT UNIT INTERIORS REFER TO UNIT 201 ON ARCHITECTURE + DESIGN <br /> EXTERIOR STUD WALLS. SHEET A4.22A. <br /> H. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING AT ALL S. SENSORY ACCESSIBLE UNITS PROVIDED PER UFAS SECTION 4.28.2 AND 4.28.3 <br /> STANDARD WALL WALL MOUNTED LAVATORIES,DRINKING FOUNTAINS,CASEWORK,MIRRORS, WITH: <br /> HANDRAILS,ETC.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND a. AUDIBLE ALARMS-AUDIBLE EMERGENCY ALARMS,SHALL PRODUCE A <br /> MECHANICAL DRAWINGS. SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE <br /> INSULATED OR ACOUSTIC WALL I. SEE DETAIL SHEET A6.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL ROOM OR SPACE BY AT LEAST 15 DECIBELS OR EXCEEDS ANY MAXIMUM <br /> E MOUNTED ACCESSORIES AND EQUIPMENT. SOUND LEVEL WITH A DURATION OF 30 SECONDS BY 5 DECIBELS, E <br /> J. SEE INTERIOR DESIGN DRAWINGS FOR TRANSITION DETAILS AND THRESHOLDS. WHICHEVER IS LOUDER.SOUND LEVELS FOR ALARM SIGNALS SHALL NOT <br /> K. ELECTRICAL PANELS,TRANSFORMERS,BOILERS,AIR HANDLING UNITS,AND EXCEED 120 DECIBELS. • <br /> DUCTWORK WHEN SHOWN,ARE INDICATED FOR CONTRACTOR CONVENIENCE. b. VISUAL ALARMS-ELECTRICALLY POWERED INTERNALLY ILLUMINATED <br /> SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC SIZES AND EMERGENCY EXIT SIGNS SHALL FLASH AS A VISUAL EMERGENCY ALARM IN <br /> LOCATIONS. CONJUNCTION WITH AUDIBLE EMERGENCY ALARMS.THE FLASHING <br /> L. SEE MECHANICAL AND ELECTRICAL PLANS FOR CEILING MOUNTED EQUIPMENT. 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 /> • <br /> PIr Assumed <br /> A G " 6167 REGISTERED <br /> 142'-11" 70'-6" EXISTING BUILDING ARCHITECT <br /> 7 19/32"@ PROPERTY LINE HOPIEWORKS STATION 1 <br /> VERIFY <br /> A.3 D TI 0 Y JAMES EWETi <br /> Y SAT OF WASH GTON <br /> 1"@EXT F.O.STU 5'-6" 16'-01/2" 18'-11/4" 10'-0112" 12'-8114" 6'-5112" 9'-41/2" 15'-10" 15'-10" 12'-6" 20'-61/2" 1'-51/2"@EXT F.O.STUD <br /> D F y t tl r~n PROJECT • • D <br /> `n 2 P P 2 PW P P PW 1 <br /> A3.12 A3.1 A3.11 O <br /> x QB d. <br /> 3 05 HOPEWORKS <br /> w 4.226 A4.51 1 w <br /> a.22 <br /> - - <br /> - - - - - - - - - ---------------- <br /> -------- --- - - - STATION <br /> 6 2 BED U t 1BED Unit) STINR'#Z'" J 78ED Unit 1BED Unit ED Unit STUDIO Unit 6 FOR <br /> Type-B Type-B .. ST#2 Type-B Type-B Type-B Type-B <br /> III 8 207 STUDIO Unit 205 204 203 202 ' HOPEWORKS & <br /> 528 SF 359 SF r Type-B 397 SIF 397 SF 397 SF r 3Q9 SF <br /> 206 HOUSING HOPE <br /> ,o �- <br /> o° �� ��� AT <br /> BED Unit � <br /> 3315 BROADWAY <br /> Tyre-e <br /> /TRAS� - o O 1 597 SIF I _ <br /> EVERETT, WA <br /> r 6sF L _ Lr r + <br /> I <br /> CONFORMED SET <br /> l J <br /> 05/15/2018 <br /> T-_ 4 __-____ _ T__ T --- _ <br /> . �_ _______. ___ ---� k ___ _____ ____� " This drawing is: <br /> C III ` _ 236 _ 1.Copyright 2017 Dykeman,Inc. C <br /> LAUND Y <br /> 2.The Architect's Instrument of Professional Service. <br /> ELEV#1 E225 101 4 I ■ 3.Far use on this project only.Obtain Architect's <br /> 44 SF ® L I 223 AMENITY - - I - - written permission for any other use or reproduction. <br /> A3.10 ® 223 e <br /> -452 SF - '• <br /> JECT NUMBER: <br /> ------ <br /> STUDIO <br /> 4 I 4.1 <br /> 00 �i <br /> L <br /> II 1 j <br /> r— 2016 025 <br /> III Unit- JL - J L J , <br /> I Ty2pDe96 5 r o > / Ta 7 • <br /> LT l J MARK DATE DESCRIPTION <br /> A3.10 I 314 SF X EXT. <br /> 5'-41/2' COURTYARQ ///�>� / �RR 11/16/2017 Pricing Set <br /> �3 200 22 12/08/2017 Bid mitSet <br /> _______________ _______ ___________________ ------- SF o <br /> L ADD#1 02I22I2018 Addendum#1 <br /> I STUDIO Unit O JJ�i- <br /> > I Type-B - FER TO LANDSCAPE I ADD#2 03/01/2018 Addendum#2 <br /> PAVERS&_+YOUj U iBED Unit BPR 03/12/2018 BLDG Pe rail Rev Sion <br /> 327 SF r D1 <br /> -----� _- - Type-B - CS 05/14/2018 Conformed Set <br /> — — -- �- ---- - - — - -� - -- <br /> - — --- <br /> Oo I �`7__--�. °0 400 SF <br /> i <br /> i <br /> i 1 _J <br /> U ---7/ —1 <br /> Oo ii 7� <br /> y I STUDIO UnitL JL - J L - J - 2 - <br /> Type-B ) r STt7DIO Unit- <br /> ry <br /> 8 �f - �• y (I - L-J LTNPa-B I T <br /> o <br /> 328 SF _ _ <br /> ;J --___ ,' W PW - ,>,_K 306SF -� <br /> � y� rr- I <br /> B o — PW r- - O L I B <br /> 0 0 I�� J I®I I - <br /> I STUDIO Unit r L,_ y DRAG <br /> o° I • <br /> TYP•-A L - J L - JL - _I L i~ PW 228. 28 °O I PRINCIPAL IN CHARGE:I TJJ <br /> 212 v L, T J PROJECT MANAGER: D. <br /> 373 SF L -2ED Unit J l <br /> J Type-B i MS <br /> JOB CAPTAIN:PROJECT CHITECT:i GM <br /> a I — r 77 <br /> C 1 <br /> g o I L I— J I <br /> _I / I � r � � I r � r � 1.9 <br /> A <br /> L _ ,� I I 1❑ <br /> a' O �1 I 1 BED Unit STUDIO Unit <br /> UP � STUDIO Unit _ <br /> - I TYpe-6 TYpe.B <br /> _1 BED Unit Type-B <br /> STUDIO Unit 218 219 <br /> Type-B Ty�B 217 I 478 SF 296 SF <br /> iBED Unit 509 SF 216 215 395 SF I I r r <br /> 1BED Unit �- T 395 SF r' -J <br /> TYP•-B 475 SF r` --/-t r-214 <br /> -L-�/ -�7 7� i r / / / -/-�_L / / - - - - - - - - - <br /> 2T3 <br /> 437 SF 4 07 7123.A r <br /> 055000.A <br /> n II <br /> 0.5 J - DRAWING <br /> .22C - BELOW <br /> _�.—.-------------. -�----.—.— N9RY---.—.-- <br /> A R12EXT� — --_ - .—.—. --2.—.---.—.— ---.—.—_ I ELOW ---------- - - 1 Floor Plan - LP.VP.l 2 A <br /> A4.50 I 4.22D <br /> D.9 <br /> 1 4'-11" 1F-101/2" 10'-01/2" 18'-93/4" 16-10" 12'-6" 12'-6" 14'-0" 14'-0" C22'-101/4" 1'-51/2"@EXT F.O.STUD <br /> T'@ EXT F.O.STU g DRAWING <br /> A.3 <br /> 142'-11" 63'-10, 6'-8" EXISTING BUILDING <br /> A G K HOPEWORKS STATION 1 <br /> 0 4' 8' 6' • <br /> Assumed x <br /> L �O <br /> Scale:118"=1'-0" ���111 r////// Z <br /> 6 <br />