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<br /> Wall Legend General Notes-Commercial Floor Plans Keynote Legend
<br /> A. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF CONCRETE M. REFER TO DETAILS ON SHEET A6.01 FOR TYPICAL DOOR CLEARANCES.
<br /> MTL.FRAMED WALL FOUNDATION WALLS,FACE OF MASONRY WALLS,OR FACE OF SHEATHING N. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS, Key Value Keynote Text
<br /> UNLESS OTHERWISE NOTED.DIMENSIONS TO MASONRY UNITS ARE NOMINAL INCLUDING BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC.,WITH
<br /> UNLESS OTHERWISE NOTED. FIRESTOPPING PER I.B.C.REQUIREMENTS. 11 8226 FACILITY WASTE COMPACTORS
<br /> STANDARD WALL B. INTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,OR GWB O. SEE EXTERIOR ELEVATIONS FOR WINDOW AND LOUVER TYPES AND DETAILS. 32 3113 CHAIN LINK FENCES AND GATES
<br /> AT FRAME WALLS,AND TO CENTERLINE OF COLUMNS UNLESS OTHERWISE P. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE 1346013 208/240 V 40-AMP DOUBLE AUTOMOTIVE(EV)CHARGING STATION
<br /> NOTED INFORMATION..
<br /> INSULATED OR ACOUSTIC WALL C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELIGHTS ARE TO NOMINAL O. TYPICAL INTERIOR PARTITIONS:WALL TYPE SN 4.11,UNLESS NOTED DYKEMAN
<br /> MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. OTHERWISE.
<br /> D. SEE WALL TYPES ON SHEET A1.00 FOR TYPICAL WALL CONSTRUCTION R. TYPICAL FURRED INTERIOR WALLS:WALL TYPE SN 2.10 UNLESS NOTED
<br /> ASSEMBLIES. OTHERWISE. ARCHITECTURE + DESIGN
<br /> WOOD FRAMED WALL E. NON-BEARING WALLS ARE TYPICALLY FULL HEIGHT TO UNDERSIDE OF ROOF
<br /> DECK OR FLOOR ABOVE.REFER TO DETAILS ON SHEET A9.30 FOR BRACING LI ABOVE CEILING AS REQUIRED. General Notes-Existing I Iopeworks Station BIdQ -
<br /> STANDARD WALL F. APPLY TWO(2)CONTINUOUS SEALANT BEADS BENEATH STUD TRACK AT ALL
<br /> 3161
<br /> EXTERIOR STUD WALLS.
<br /> G. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND AT BASEMENT LEVEL(NORTH WALL ONLY):
<br /> E INSULATED OR ACOUSTIC WALL BEAM AS REQUIRED AT ALL WALL MOUNTED LAVATORIES,DRINKING E
<br /> FOUNTAINS,CASEWORK,MIRRORS,HANDRAILS,ETC.REFER TO A. Remove existing doors and windows(Basement Level,North wall),and stucco over
<br /> ARCHITECTURAL INTERIOR ELEVATIONS AND MECHANICAL DRAWINGS. opening. •
<br /> H. SEE DETAIL SHEET A6.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL B. At existing building,provide additional layer of 5/8"type x gwb for fireproofing,tape and
<br /> MOUNTED ACCESSORIES AND EQUIPMENT. float to Level 1 finish and pint to match exsting.
<br /> I. SEE INTERIOR DESIGN DRAWINGS FOR TRANSITION DETAILS AND THRESHOLDS.
<br /> J. ELECTRICAL PANELS,TRANSFORMERS,BOILERS,AIR HANDLING UNITS,AND AT FIRST LEVEL(NORTH WALL ONLY):
<br /> DUCTWORK,IF SHOWN,ARE INDICATED FOR CONTRACTOR CONVENIENCE.SEE
<br /> ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC SIZES AND A. Replace existing windows(Level 1,North wall)of existing building with 45 minute rated
<br /> LOCATIONS. hollow metal windows with wire glass insulated glazing units FIR 6000 Series by Optimum
<br /> K. SEE REFLECTED CEILING PLANS FOR CEILING MOUNTED EQUIPMENT. windows or approved.
<br /> L. THE GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PADS B. At existing building,provide additional layer of 5/8"type gwb for fireproofing,tape and float
<br /> AT MINIMUM 3 1/2"THICK CONCRETE WITH 6 X 6/W2.9 X 2.9 W WF REINFORCING to Level 1 finish and pint to match exsting.
<br /> UNLESS OTHERWISE NOTED OR REQUIRED ELSEWHERE IN THESE
<br /> DOCUMENTS.PAD DIMENSIONS SHALL BE A MINIMUM 4"GREATER IN
<br /> HORIZONTAL DIMENSION THAN BASE OF THE EQUIPMENT MOUNTED THEREON,
<br /> UNLESS OTHERWISE NOTED.EXACT PAD LOCATIONS SHALL BE VERIFIED IN THE
<br /> FIELD.
<br /> G L
<br /> Assurned
<br /> I •
<br /> 142'-11" O 1'-2" 62'-8" 6'-8" 8" EXISTING BUILDING
<br /> 7 19/32"@ PROPERTY LINE HOPEW ORKS STATION,
<br /> VERIFY A3 B C D 6167 REGISTERED
<br /> 5'-6" 15'-4" 24'-0" 24'_0" 26'-1" 24'_0" 24'_0" 16'-0" 16'-0" 25'-10" 16'-0" 6'-8" of ARCHITECT
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<br /> 2 2 I 1 A6 TI T Y JWAS EWETT
<br /> > SAT OF WASH GTON
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<br /> a0 A3.12 A3.11 AL4EY A3.11 ¢W
<br /> �� STEEL PIPE D, ------- a j
<br /> c-w BOLLARD SD1.1 ¢
<br /> D �> 1 GAS METER TRENCI-I - - a PROJECT • • D
<br /> CS 51 CX.B SEE CIVIL& DRAIN
<br /> DRAIN- - - - -
<br /> P105 104 00 PLUMBING 10, TRENCH I
<br /> 68.92' - - - - 6&00' 68.00' PROPERTN LINE
<br /> 68.68' 68.46' 68.21'I 68.00'
<br /> - - - - - - - -_ - - -_ - - - - - HOPEWORKS
<br /> 6 - - - -CX.B - - - _ STR °° 68.50' - - i - - - - - - ��. - - - , STATION 2
<br /> SLOPE SLAB,AND �sT R#2 69.06' 8.00 p2 69.59'
<br /> PRO IDE12" IA X 12"DEEP 8"HIGH E00 CX.B ELECTRICAL
<br /> UMP AND GRATE PER CO C.CU B h---- ----i
<br /> .U.D.R QUIREMENTS RASH/RECYC _____ _____ I 00� METERS&
<br /> ROOM ----- _____ ___� 71.33'
<br /> -_--- --_--- _ �, SWITCHGF 1R - - - - - FOR
<br /> T SFORMER
<br /> LT 3 F > I ul 392SF 806 102 j HOPEWORKS &
<br /> P7 -- -- BIR�STORAGE 68.75'
<br /> 3095 - ----- EPAIR(9) a°
<br /> --_--- 69.06'� C00° I 103 E08 MX.B HOUSING HOPE
<br /> CX.B CX.B UP ----- --- 2� SXR 68.75' 103
<br /> 00 Rx!] Q ) 69.16 __ I ___� /- - - -- - - - 68.75' 11R- - - - - - - - - - DOG
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<br /> 69.1 fi' 69.13' -- --- ® I 69.16' -4,/2 `\ AT
<br /> 69.59' `STEEL TUBE COLUMN 69.59'
<br /> CXS I Grease W/SPRAYED FIREPROOFING TYP. 3315 BROADWAY,
<br /> FACILITY WASTE 69.1s' Interceptor ( ) SEE A8.41 FOR 3 HOUR ALL AND RELATED
<br /> COMPACTORS 00 p SEE DETAIL ON SHEET A1.02.
<br /> p3 I 1 I WORK ATEXIST.BLDG EVERETT, WA
<br /> BIKE PARKING ZOII-Sand SPECIAL INSPECTIONS AND TEST SHALL DEMONSTRATE
<br /> (24) SD1.1 I COMPLIANCE OF THE FOLLOWING LISTING AND THE FIRE-
<br /> 0 Separator 72.00'T.O.PONY WALL RESISTANCE RATING:
<br /> 2P1 4 MAIN PARKING I 1. CONDITION OF SUBSTRATES.
<br /> I B6 a AREA 2. THICKNESS OF APPLICATION. o
<br /> P101 I 3. DENSITY IN POUNDS PERCUBICFOOT k/ma I CONFORMED SET
<br /> `TTTTTTTTTTT� A455 - �� (9 ) v
<br /> _ �I��I��I� 12528 SF I 4. BOND STRENGTH ADHESION/COHESION. 05/15/2018
<br /> 0 5. CONDITION OF FINISHED APPLICATION.
<br /> I P107 I D2
<br /> ?00 W1, LEV. C I A7.21
<br /> ELE
<br /> 2 POOM MX.8 A7 21 I CHAIN LINK FENCES AND GATES l®I 2 This drawing is:
<br /> C I HM6W 69.62' 1.Copyright 2017 Dykeman,Inc. C
<br /> A3.10 _ 48 SF 00 - o - - - - - - - - - A3.10- 2.The Architect's Instrument of Professional Service.
<br /> p110 L2-W
<br /> _ _ __ __ 41 3.For use on this project only.Obtain Architect's
<br /> 4 ESTIBULI;' } 9.53 written permission for any other use or reproduction.
<br /> l CX8 D3I-- -122,_6" L 111 ---� _1 ---
<br /> $Di., 635 SFS.6 SD1.1 _-- --- _ O, PROJECT 11 ---]BIKE PARKIN(}___ - @ NUMBER:
<br /> I C00° CHAIN LINK FENCES AND GATES D STAGING S i6 ---� P115 --- 2016-025
<br /> 461 SF ---
<br /> 1 I P112 ELEV#2 00�SIF _--� ---
<br /> A3.,0 124S6 I A3.10 v •
<br /> REFRIGERATI N UNIT I _ SOUTH 2
<br /> 83.08'
<br /> ---1 n --- PARKING - MARK DATE DESCRIPTION
<br /> I r 208I240 V 40-AMP DOUBLE ---� o �--- `° P102 11/16/2017 Pricing Set
<br /> AUTOMOTIVE(EV)CHARGING SFS.6 ---� --- - 7600 SF 12/08/2017 Permit Set
<br /> O 0 O O 11 O O O ___� �___ D1 ECTION �- a 02/08/2018 Bid Set
<br /> ECX.10 I -LJ STATION - _
<br /> OOW I F R (12)14.4KW INVERTRS
<br /> SLAB - A8.80 TYP. ADD#1 02R2/2018 Addendum#1
<br /> _ BPR 03/12I2018 BLDG Permit Revision
<br /> BPR#2 04/11/2018 BLDG Permit Response#2
<br /> CS 05/14/2018 Conformed Set
<br /> D2 SD1.1 ---� ---_ CX.10
<br /> I �F
<br /> SD1.1 71.31'
<br /> 71.00' CD
<br /> I � Li of
<br /> D3
<br /> D,.1 CHAIN LINK FENCES AND GATE
<br /> CHAIN LINK FENCES AND GATES I 9-0 N X
<br /> CATCH BASIN CpVER PER CAVIL(TYP)-4 CATCH BASIN COVER
<br /> 73 PER CIVIL(T1'P)I -
<br /> B I f o I B
<br /> •
<br /> PRINCIPAL IN CHARGE:I TJJ
<br /> /A PROJECTMANAGER: IDH
<br /> @ PROJECT ARCHITECT: MS
<br /> 1 JOB CAPTAIN: GM
<br /> L - - - -
<br /> CX.B
<br /> 109
<br /> N I OD 1
<br /> MX.8
<br /> SPRINKLER TELECOM 00
<br /> rrCX.10
<br /> P108 P109 L00 - 72.05' 72.39' 1
<br /> I 1845E 74 SF
<br /> A3.1
<br /> 2 7:73.00'
<br /> 1.5 - -72.14'- -72.14'
<br /> 0
<br /> - - - - - � - -
<br /> II cx,n EXISTING RETAINING WALL TO REMAIN --- ---- ----
<br /> w - - - - - - - - - - - - - - - - - - - I - - - - - OOW - - - - - - - - - - - - - - - - - - - - 0.5 _
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<br /> YWCA t HOPEWORKS STATION
<br /> i EXISTING BUILDING DRAWING TITLE:
<br /> W EXISTING BLDG
<br /> a 2 CONFIRM FOOTING ELEVATION OF
<br /> a> EXISTING ADJACENT BUILDING ON-
<br /> @ SITE,REVIEW AND ADJUST FOOTING
<br /> q - ELEVATIONS ACCORDINGLY WITH II I IFloor Plan - Level A
<br /> INPUT OF STRUCTURAL ENGINEER.
<br /> 5'-6" 15'-4" 24'-°„ 24'-°„ 26'-," 24'-°„ 24'-0" V-2" 4'-10" 16'-0" 25'-10" i6'-°„ T-0" P1
<br /> I A.3 6 C DGAH I J K l I
<br /> 8"@PROPERTY LINE-, 142'-11" 70'-6" 8" EXISTING BUILDING
<br /> HOPEWORKS STATION 1 DRAWING
<br /> A G L L AS,
<br /> Floor Plan-Level P1 (Alley) ° 4 81 16' = m ,
<br /> Scale:1/8"=1'-0" 2
<br /> 1 2 3 4 5 6
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