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<br /> General Notes - Commercial Floor Plans
<br /> Wall Legend A. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF CONCRETE M. REFER TO DETAILS ON SHEET A6.01 FOR TYPICAL DOOR CLEARANCES. Keynote Legend
<br /> SS HANDRAIL 83.21' � 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 /> MTL.FRAMED WALL 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. 077123.A CUSTOM MTL SCUPPER AND DOWNSPOUT
<br /> B. INTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,OR GWB O. SEE EXTERIOR ELEVATIONS FOR WINDOW AND LOUVER TYPES AND DETAILS. 3q 60,3 208/240 V 40-AMP DOUBLE AUTOMOTIVE(EV)CHARGING STATION
<br /> i.g STANDARD WALL AT FRAME WALLS,AND TO CENTERLINE OF COLUMNS UNLESS OTHERWISE P. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE
<br /> NOTED. INFORMATION. 34 60138 SPACE AND RACEWAY FOR FUTURE 208/240 V 40-AMP AUTOMOTIVE DYKEMAN
<br /> 83.81' 8.2° 83.11' C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELIGHTS ARE TO NOMINAL Q. TYPICAL INTERIOR PARTITIONS:WALL TYPE SIN 4.11,UNLESS NOTED (EV)CHARGING STATION
<br /> - INSULATED OR ACOUSTIC WALL 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 SIN 2.10 UNLESS NOTED
<br /> ASSEMBLIES. OTHERWISE. ARCHITECTURE + DESIGN
<br /> E. NON-BEARING WALLS ARE TYPICALLY FULL HEIGHT TO UNDERSIDE OF ROOF
<br /> WOOD FRAMED WALL DECK OR FLOOR ABOVE.REFER TO DETAILS ON SHEET A9.30 FOR BRACING
<br /> 1'-61 a ABOVE CEILING AS REQUIRED. 17 6 West Marine View Drive
<br /> F. APPLY TWO(2)CONTINUOUS SEALANT BEADS BENEATH STUD TRACK AT ALL
<br /> HERB GARDEN/ STANDARD WALL EXTERIOR STUD WALLS.
<br /> PATIO G. CONTRACTOR SHALLPROVIDE CONTINUOUS HORIZONTAL BLOCKING ORBOND General Notes- Existing Hopeworks Station Bldg
<br /> ETALL WALL MOUNTED LAATORIES,137 INSULATED OR ACOUSTIC WALL FOUN AINS,EAMASQUIRED CASEWORK,MIRRORS,HANDRAI SV ETC.REFER TO DRINKING E
<br /> 302 SF 82 28' ARCHITECTURAL INTERIOR ELEVATIONS AND MECHANICAL DRAWINGS. AT BASEMENT LEVEL(NORTH WALL ONLY):
<br /> -- - - - - - H. SEE DETAIL SHEET A6.011 FOR TYPICAL MOUNTING HEIGHTS FOR WALL
<br /> 0.5 MOUNTED ACCESSORIES AND EQUIPMENT. A. Remove existing doors and windows(Basement Level,North wall),and Stucco over
<br /> 82 42' I. SEE INTERIOR DESIGN DRAWINGS FOR TRANSITION DETAILS AND THRESHOLDS. opening.
<br /> J. ELECTRICAL PANELS,TRANSFORMERS,BOILERS,AIR HANDLING UNITS,AND B. At existing building,provide additional layer of 5/81'type x gwb for fireproofing,tape and
<br /> H I J DUCTWO K,AND MECHANICAL DRAWINGS FOR SPECIF SHOWN,ARE INDICATED FOR IE COR SC AND
<br /> ONVENIENCE.SEE float to Level 1 finish and pint to match mating.
<br /> .1 LOCATIONS. AT FIRST LEVEL(NORTH WALL ONLY):
<br /> K. SEE REFLECTED CEILING PLANS FOR CEILING MOUNTED EQUIPMENT.
<br /> L. THE GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PADS A. Replace existing windows(Level 1,North wall)of existing building with 45 minute rated
<br /> AT MINIMUM 3 1/2"THICK CONCRETE WITH 6 X 6/W2.9 X 2.9 W W F REINFORCING hollow metal windows with wire glass insulated glazing units FR 6000 Series by Optimum
<br /> UNLESS OREWHERE IN THESE widows or
<br /> Floor Plan-Level 1 _HERB GARDEN ONLY DOCUMENTS.P DISDIMEONSIONS TED SHALLIRED BE A MIS UM4"GREATER IN B. AtOexising buildingeprovidd. e additional layer of 5/8"type gwb for fireproofing,tape and float
<br /> =1 J / 118 1'-0" HORIZONTAL DIMENSION THAN BASE OF THE EQUIPMENT MOUNTED THEREON, to Level 1 finish and pint to match-sting.
<br /> UNLESS OTHERWISE NOTED.EXACT PAD LOCATIONS SHALL BE VERIFIED IN THE
<br /> FIELD.
<br /> D6
<br /> A G G.1 L P�Assumed A8.26 •
<br /> 142'-11" 0 70'-6" EXISTING BUILDING
<br /> 7 19/32"@ PROPERTY LINE HOPEWORKS STATION 1
<br /> VERIFY q.3 g C D E F H K 6467 REGISTERED
<br /> 5'-6" 15'-4" 24'-0" 24'-0" 26'-1• 24'-0" 24,-0" 6'-0" 16'-0" 25'-10" 16'-0" 6'-8" 0
<br /> ARCHITECT
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<br /> Ti 0 Y JAMES EWETi
<br /> K 2 2 1 y> SAT OF WASH GTON
<br /> w + CSECONTRACT:PROVIDE SN6.1,A . - -
<br /> 421E . PRICE AS ADD ALTERNATE: CSw w
<br /> D _ _ .-.-.-.-.-.-.-. 74eell
<br /> DOORS 1036 AND 103C .�.-.-.- 4-.__ _ _ _-.-.-.-4-.-.�.-. 4 �> D
<br /> IDS PROJECT- �
<br /> A8 26 2 • •
<br /> m A4.51 PROPERTY LINE
<br /> I I
<br /> II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rl'N
<br /> HOPEWORKS
<br /> ITII � RSTATION 2
<br /> PARKING ACING PERDM N. I I TURANING I IIFING.SPECIAL
<br /> LOCKERS, _ IFUTURE DMIN. MONSTRATE
<br /> o 6NS AND TEST FOR
<br /> WB DR ROICBE, ) COMMMU 317 SIF I, NCE OF THE
<br /> FUTURE
<br /> FOLLOWING LISTING AND
<br /> I
<br /> NGHOPEWORKS &
<br /> I 106 _ TRAINING I I THE FIRE-RESISTANCE
<br /> 499 SF COMMUNITY
<br /> 133 I RATING:
<br /> 0
<br /> _ M 03' 1087 SF 133C I I 1.CONDITION SUBSTRATES.OF HOUSING HOPE
<br /> 5 a - - - - - 436 SF- - - - - - - - LAI !IrL - - - - A PL2.THIICAT ON.CKNESS�F - 5 AT
<br /> + ADMIN.MTG - 1 I 3.DENSITY IN POUNDS
<br /> ��
<br /> -,--" HMS-W I I - PER CUBIC FOOT(KG/M3).
<br /> r I' 4.BOND STRENGTH' 3315 BROADWAY,
<br /> HM4W _ 78 SF I I I ADHESION/COHESION.
<br /> -- - 3, FUTURE I' I I 5.CONDITION OF EVERETT, WA
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<br /> 106A 10 10 103A 133A 133B OFFICE13 I 1 i I - FINISHED APPLICATION.
<br /> HALLWAY � I I FUTURE 108 SIF
<br /> I CS CS - _ -.-. 107 1 5 ® HALLWAY I, I I -
<br /> - 413SF THIS WAIT WILL NOT BE 135 132 134 I > CONFORMED SET
<br /> FE �--BUILT IN ALTERNATE#1 --- 255SF--- --------------- �, 05/15/2018
<br /> III
<br /> I 119B t 3 112 111 110 109 108
<br /> I s F Ol - `
<br /> BID ALTERNATE#1.
<br /> ELEWH 113 ,S LYR �• / M l SZAGHF 1 1
<br /> - 10- g ABO PROVIDE LIGHTING,HVAC,FINISHES I This drawing s:
<br /> ^2 L ars 11z ,,, n \ �/ I I s
<br /> C - - - - - - i AND EQUIPMENT AT TRAINING ROOM, - - p
<br /> �56 S 6 SF1 3 SF 8-Sfr 4.1 1.Copyright 2017 D keman,Inc. C
<br /> �° AN IN OFFICE DEQUIPMENT AT HALLWA pyrig y
<br /> 2.The Architect's Instrument of Professional Service.
<br /> 3.For use on this project only.Obtain Architect's
<br /> -m 4 written permission for any other use or reproduction.
<br /> �• - SF SPACE AND RACEWAY FOR FUTURE wl
<br /> VESTIBULE 121E 2081240 V 40-AMP AUTOMOTIVE(EV) O _
<br /> 114 114 ° ° ° f` CHARGING STATION �z PROJECT
<br /> I I I I 56 SF 124 ° 125A FURNITURE, � I �O I I
<br /> 83�.83'-� � 125B SHELL/FUTURE O r
<br /> STAFF BREAK STORAGE r g 2016-025
<br /> I � COMMISSARY 8 Z F
<br /> 1 I J n i 124 125 4 CATERING
<br /> A3.10 84�1T 75 SF 70 SF l KITCHEN O? A310
<br /> - I I 83.81' •
<br /> II CAS MGR _ - _-al _-.-.-.-. 131 _-.-.-.-.-.-.-. 83.04'@F.D.(TYP)
<br /> 4 -
<br /> I 96 SF OO @ HMv-W 122 F `& A3'76 SF I I STEEL BRACING PER _ MARK DATE DESCRIPTION
<br /> I W. I CAFE MIN. rq
<br /> 1 5 \ 1 STRUCT.W/3 HRS 12/08/2017 Permit Set
<br /> I I FIREPROOFING.SPECIAL
<br /> w I q ADD#1 02/22/2018 Addendum#1
<br /> I O KITC EN 2010 V 40-AMP DOUBLE INSPECTIONS AND TEST
<br /> �'I' 121 CO ONS SHALL DEMONSTRATE BPR 03/12/2018 BLDG Permit Revision
<br /> z Ira AUTOMOTIVE(EV)CHARGING g3.38'@RIDGE(TYP) I I
<br /> 0 2 SF CS 01„ STATION COMPLIANCE OF THE BPR#2 04/11/2018 BLDG Permit Response#2
<br /> O a 645 S
<br /> FOLLOWING LISTING AND CS 05/14/2018 Conformed Set
<br /> GS
<br /> I• I
<br /> �� � � �� 4 - - - - - THE FIRE-RESISTANCE - 32
<br /> wz C GR r- L -.-.- .�.-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RATING:
<br /> 1 e l
<br /> a
<br /> w 1.CONDITION OF
<br /> I
<br /> I O 6 I SUBSTRATES.
<br /> 97 SF / 83.83, AccCaribleto
<br /> 2.THICKNESS OF
<br /> _ � - - APPLICATION._
<br /> - - - - - - ,s - - - - - - - - - - - -
<br /> 3.DENSITY IN POUNDS
<br /> 3 , 1q -� 00 II PER CUBIC FOOT(KG/M3).
<br /> I WORK RM. VESTI WILE gg p PAR ING AREA 4.BOND STRENGTH I
<br /> I 6�117 ADHESION/COHESION.
<br /> 83.81, 1 136 I I 5.CONDITION OF I
<br /> 117 126 F 6168 SF FINISHED APPLICATION.
<br /> �j III @ CAp��II I I
<br /> OCCUPANT LOAD 83.81'
<br /> I 443 F -POSTED SIGN.
<br /> B I I MAX ROOM 83.81' g
<br /> C B
<br /> I @ APACITV 80
<br /> Accessibl I
<br /> I 'yV�� 1' 83.83' 123C 3 Van , I I •••
<br /> CAFE 83.81' A1.11 S
<br /> PRO 1181 SF I I PRINCIPAL IN CHARGE:I TJJ
<br /> 118 0 l IT/ARCHIVE 12'-4" 83.73' PROJECTMANAGER: DH
<br /> THROUGH- 1488E 1 8 + 120 I PROJECT ARCHITECT: MS
<br /> a
<br /> LOCKABLE DROP -72OSFi. I A8.81 A8.81 I I - JOB CAPTAIN: GM
<br /> 2 `BOX(OFCI� - -
<br /> YPLAZA
<br /> ivI .7 8 83.81'
<br /> ESIDENTIAL 1 - I'qq ��
<br /> v d0B644 SFaL i- F.D./ ,23D 1( I 83.81' 1
<br /> 119 I `'-, ?1 I CUSTOM MTL SCUPPER 83,83' 1 1 g CANOPY
<br /> i4 �� - - AND DOWNSPOUT I o
<br /> g_ I _ _ a A3.12
<br /> i - - - - - -
<br /> _ _ HERB GARDEN/
<br /> PATIO
<br /> 1123A ----�--�� II 83.55' - - r - - - - - - - I I I 137
<br /> A - - - I I 302 SF 82.28' ------------- - --.-- -_ a
<br /> II--
<br /> YWCA _ _ - I --- -- - 3.23' - - - 82.42' z
<br /> z EXISTING BLDG I I FD CONNECTION CANOPY - I _ HOPEWORKS STATION WDRAWING
<br /> / L--- --J ABOVE ` I I - - - - - - - - - - - - - - - -
<br /> EXISTING BUILDINGCANOPY L w
<br /> o.m �\ ABOVE 0
<br /> - .---.-.-- - CANOPY 1 IY
<br /> A 2 w> R12E -.�.-.-.-.-.-.+.-.-.-.-.-.-.-.-.+.-.-.-.-.-.-.-.-.+.-.-.-.-.-. .� I ABOVE 4.21D A
<br /> to Ell
<br /> �/ + 5'-6" 4" 24'-0" 24'-0" 26'-1" D.9 6 24' O" �24'-0" 6'-0" 16'-0" 25'-10" i6'-0" 6'-8" Floor Plan - Level 1
<br /> 21
<br /> A.3 B C D E F H J K
<br /> 8"@ PROPERTY LINE 142'-11" 70'-6" EXISTING BUILDING
<br /> HOPEWORKS STATION 1
<br /> BROADWAY DRAWING NUMBER:
<br /> A G G.1 L f�
<br /> Assumed
<br /> Floor Plan -Level 1 0 4- 6' 16,
<br /> Scale:1/8"=1'-0" 2
<br /> 2 3 4 5 6
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