REV1 APPROVED BLD BLD2023-1238+ARCH_Plan+12.12.2023_8.21.45_AM+394697624X36
VICINITY MAP
PROJECT CONTACTS
ARCHITECT LANGE MUELLER 4 A55OGIATE5
OWEN KEEPER
130 LAKESIDE, SUITE 250
SEATTLE, HA g8122
.r (206) 325-2553
FAX: (206) 328-0554
OFFICE BUILDING TI e E: owen®Imueller.com
OWNER Edmonds Sunset LLG
BRAD DECKER (Manager)
III Sunset Ave. North, Suite 200
f �J
Edmonds, HA c18020
(206) 545-4g64
na�np, t EMAIL: BRAD@5EATTLERETAIL.NET
0
P
i
SUITE #105
SITE _
111 SUNSET AVENUE NORTH,
EDMONDS, WA 98020
11 SUNSET AVENUE
� NORTH, EDMONDS, WA 98020
�1
W E
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED
NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED
WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE
SPECIFIED.
3. DRAWINGS ARE NOT TO BE SCALED. CONTACT ARCHITECT FOR RESOLUTION OF ANY CONFLICTS OR DISCREPANCY.
4. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN FULL.
5. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY.
MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS.
6. ALL DIMENSION LINES ARE TO FACE OF CONC. AND METAL STUD WALLS AND CENTERLINE OF COLUMNS AND BEAMS, UNLESS OTHERWISE NOTED.
7. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND MAKE NO REPAIRS WITHOUT APPROVAL.
8. GENERAL CONTRACTOR RESPONSIBLE FOR ALL CUTTING AND PATCHING.
9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL
CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES.
10. CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS AND CONDITIONS - ANY DISCREPANCY BETWEEN PLAN AND ACTUAL CONDITION IS TO BE BROUGHT TO THE
ATTENTION OF ARCHITECT FOR RESOLUTION.
11. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND
APPROVAL.
12. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR
RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR
ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION.
13. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS
AND APPROVALS.
14. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S REVIEW SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND
SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC.
15. THE CONTRACTOR SHALL APPLY AND SECURE ALL OCCUPANCY, SEWER, STORM, WATER, ELECTRICAL AND OTHER PERMITS EXCEPT BUILDING PERMITS.
CONTRACTOR SHALL PAY ALL NECESSARY FEES AND POST BONDS REQUIRED.
16. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY
INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH
EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED
IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT,
ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF
FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR
AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.
17. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT
FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS
SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE
APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION.
18. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLE
AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT
REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER
CONDITION TO RECEIVE THE FINISH INDICATED.
19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING
COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR
THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA.
FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE
BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED.
20. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT.
21. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1 /4" IN 10"-0". THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY
CONDITIONS THAT DO NOT MEET THIS STANDARD.
22. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE.
23. GLAZING IDENTIFICATION LABELS ARE TO REMAIN ON ALL GLAZING UNTIL THE INSULATION INSPECTION IS COMPLETE.
24. PORTABLE FIRE EXTINGUISHERS PER NFPA 10 AND IN CONSTRUCTION SHACK.
25. PERMANENT FIRE EXTINGUISHERS BY OWNER.
26. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION
INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE.
27. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED
UNLESS NOTED OTHERWISE.
28. INSPECTOR SHALL MAKE ANY FIELD MODIFICATIONS DEEMED NECESSARY IN ORDER TO MEET MINIMUM BUILDING CODE REQUIREMENTS.
29. ANY DEVIATION IN CONSTRUCTION FROM APPROVED PLANS REQUIRES PRIOR REVIEW AND APPROVAL FROM THE CITY.
30. REFER TO BASIC BUILDING SHELL SPECIFICATIONS AND STANDARDS FOR EXISTING SHELL CONSTRUCTION (IF APPLICABLE). ALL WORK IS TO BE
COMPATIBLE WITH EXISTING CONSTRUCTION.
DEFERRED SUBMITTALS � ABBREVIATIONS
PROJECT DESCRIPTION
ADJ
ADJUSTABLE / ADJACENT
I.
HVAG SYSTEM 15 DE516N/BUILD DEFERRED SUBMITTAL UNDER SEPARATE
ALT
ALTERNATE
JAN
JANITOR
TH15 PROJECT INVOLVES MINOR GHANOE5 TO THE INTERIOR OF THE EXISTING SUITE #105
PERMIT. SYSTEM SHALL BE DESIGNED BY A HASHINGTON STATE LICENSED
AFF
ABOVE FINISH FLOOR
JB
JUNCTION BOX
OF THE BUILDING LOCATED AT III 5UN5ET AVENUE NORTH, EDMONDS, HA c18020
ENGINEER. SYSTEM 15 TO CONFORM TO REQUIREMENTS OF HA5HIN6TON
ALUM
ALUMINUM
J5T
JOIST
STATE ENERGY CODE AND INTERNATIONAL ENERGY GON5ERVATION CODE.
L
AN6LE
JT
JOINT KIT KITCHEN
ALL THE WORK COVERED BY THI5 PERMIT 15 CONFINED TO THE INTERIOR OF THE
MOUNTING HEIGHT OF CONTROLS SHALL COMPLY WITH ANSI 117.1-200q FOR
ANOD.
ANODIZED
LF
LINEAL FOOT
BUILDING AND CONSISTS OF REMOVING TWO (2) INTERIOR SEPARATION HALLS AND
ACCESSIBILITY, AND SHALL BE LOCATED BETWEEN 15" AND 44" FROM
ACT
ACOUSTICAL GEILIN6 TILE
LT
LIGHTING
BUILDING ONE SEPARATION HALL.
FINISH FLOOR.
m
AT
MAT'L
MATERIAL MAX MAXIMUM
ITS IMPORTANT TO EMPHASIZE THAT THERE HILL BE NO 5TRUGTURAL MODIFICATION
REFER TO ENVELOPE/ENEROY CALCULATIONS BY FRANKLIN ENGINEERING.
BLD6.
BUILDING
MEGH
MECHANICAL MED MEDIUM
MADE, NO GHAN6E OF USE, OCCUPANCY OR ANY CHANGE TO THE EXISTING BUILDING
BLK'6.
BLOGKIN6
MEZZ
MEZZANINE MFR
FLOOR AREA UNDER THI5 PERMIT.
2.
ELECTRICAL SYSTEM 15 DE516N/BUILD DEFERRED SUBMITTAL UNDER
BM
BEAM
MANUFACTURER
SEPARATE PERMIT. SYSTEM 15 TO CONFORM TO REQUIREMENTS OF THE
B/5
BUILDING STANDARD
MI5G
MI5GELLANEOU5
INTERNATIONAL ELECTRICAL CODE AND HA5HIN6TON STATE AMENDMENTS.
MTD
MOUNTED
SYSTEM SHALL BE DE516NED BY A HASHIN6TON STATE LICENSED
GAB
CABINET
MTL
METAL
ENGINEER. MOUNTING HE16HT OF CONTROLS AND RECEPTACLES SHALL
GIRL
CIRCULATION
LEGAL
DESCRIPTION
COMPLY WITH ANSI 117.1-200G FOR AGGE55IBILITY, AND SHALL BE
GLR
CLEAR OR CLEARANCE
WA
NOT APPLICABLE
LOCATED BETWEEN 15" AND 44" FROM FINISH FLOOR.
GL6
GEILIN6
NIG
NOT IN CONTRACT
GL
GENTERLINE
NO
NUMBER
3.
ALARM SYSTEM 15 DE516N/BUILD DEFERRED SUBMITTAL UNDER SEPARATE
COL
COLUMN
NOM
NOMINAL
EDMONDS PLAT OF ELK 013 D-00 - LOT 2
PERMIT. SYSTEM SHALL BE DE516NED BY A HA5HINOTON STATE LICENSED
GONG
CONCRETE
NT5
NOT TO SCALE
ENGINEER. SYSTEM 15 TO MEET REQUIREMENTS OF IBG, IFG, NFPAII3.
GONST
CONSTRUCTION
COORDINATE IN5PEGTION5 AND FINAL IN5PEGTION WITH LOCAL
GONT
CONTINUOUS
OG
ON CENTER
JUR15DIGTION FIRE DEPARTMENT.
GOORD
COORDINATE
OPN'G
OPENING
GPT
CARPET
OPP
OPPOSITE
4.
516NAGE 15 A DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. 516NA6E
GT
GERAMIG TILE
SHALL CONFORM WITH LOCAL JURI5DIGTION ZONING CODE, LATEST
PERP
PERPENDICULAR
PROJECT
STATISTICS
ADOPTED EDITION.
DET
DETAIL
PL
PLATE OR PLASTIC
DIA
DIAMETER
LAMINATE
5.
PLUMBING SYSTEM 15 DE516N/BUILD DEFERRED SUBMITTAL UNDER
DIM
DIMENSION
PLYHD
PLYWOOD
SEPARATE PERMIT. SYSTEM SHALL BE DESIGNED BY A HA5HIN6TON
DN
DONN
PNL
PANEL
STATE LICENSED ENGINEER. SYSTEM 15 TO CONFORM TO REQUIREMENTS OF
DR
DOOR
PR
PAIR
INTERNATIONAL PLUMBING CODE 4 HA5HIN6TON STATE AMENDMENTS.
DHG
DRAHING
PROP
PROPERTY
BD2-DOWNTOWN MIXED
MOUNTING HEIGHT OF CONTROLS SHALL COMPLY WITH AN51 117.1-200q FOR
PT
PAINT
ZONING
COMMERCIAL
ACCESSIBILITY.
EA
EACH
EL
ELEVATION
R.
RADIUS
CONSTRUCTION TYPE
GOMERGIAL
6.
DOORS AND HARDWARE ARE BIDDER-DE516NED. HARDWARE 6ROUP5 AND
ELEG
ELEGTRIG
RB
RE51LIENT BASE
OCCUPANCY GROUP
B
DESCRIPTIONS ARE FOR GENERAL OPERATIONAL AND CODE COMPLIANCE
ELEV
ELEVATION OR ELEVATOR
RF6R
REFRIGERATOR
INFORMATION. COORDINATE WITH OWNER FOR A 5PEGIAL 5EGURITY
EN
ENAMEL
REINF
REINFORCEMENT
FIRE SPRINKLER
YES
FUNGTION5. SUBMIT COMPLETE HARDWARE AND DOOR SCHEDULES HITH
EQ
EQUAL EXIST EXISTING
REQ'D
REQUIRED
PRODUCT GUT SHEETS AND MATERIAL SAMPLES. DOORS AND HARDWARE
FF
FACTORY FINISH
REV
REVERSE OR REVISON
EXISTING BUILDING FOOT PRINT
2360 S.F.
SHALL COMPLY WITH IGG-ANI5117.1-200Q.
FIN
FIN15H
RM
ROOM
PARCEL NUMBER
00454401500200
FLR
FLOOR
RO
ROUGH OPENING
FLUOR
FLUORE5GENT
LOT SIZE
0.16 ACRES
FOIG
FURNISHED BY OWNER
5G
50LID GORE
INSTALLED BY
SECT
SECTION
CONTRACTOR
SHT
SHEET
51M
SIMILAR
FT
FOOT / FEET
5M
SHEET METAL
FTIG
FURNISHED BY TENANT
INSTALLED BY
SQ
5-0
SQUARE
STANDARD
DRAWING
INDEX
CONTRACTOR
5U5P
SUSPENDED
FURN
FURNISH / FURN15HINC75
6A
6AU6E
TELE
TELEPHONE
6ALV
GALVANIZED
TEMP
TEMPERED
6L
6LA55 / 6LAZIN6
THERMO
THERMOSTAT
SHEET
DESCRIPTION
6HB
GYPSUM HALL BOARD
TYP
TYPICAL
ARCHITECTURAL
AO.O
COVER SHEET
I,
HDH
HARDWARE
VAR
VARIES
HM
HOLLOW METAL
VGT
VINYL COMPOSITION TILE
A2.0
EXISTING AND DEMO PLAN
I,
H6T
HEIGHT
VEN
VENEER
A2.1
NEW PLAN
I,
HVAG
HEATING VENTILATING AIR
VERT
VERTICAL
GONDITIONIN6
VHG
VINYL HALL GOVERIN6
A4.0
5EGTIONS AND DETAILS
I,
IN
INCH
H/
WITH
INGAO
INCANDESCENT
H/0
HITHOUT
INGL
INCLUDE
HG
HALL GOVERIN6
IN5UL
INSULATION
HD
HOOD
IN5TL
INSTALLATION
CODES
2018 I.B.G. WITH HASHINOTON STATE AMENDMENTS HAG 51-50
IGG/ANSI AII7.1-2017 AGGE551BILITY STANDARDS
2018 INTERNATIONAL MECHANICAL CODE $ HAG 51-52
2018 INTERNATIONAL FUEL GAS CODES (IMFOG) 8 HAG 51-52
2015 NATIONAL ELECTRICAL CODE (NEG)
2015 INTERNATIONAL FIRE CODE (IFG) i HAG 51-54A
2015 INTERNATIONAL PLUMBING CODE $ HAG 51-56 4 51-57
2015 UNIFORM PLUMBING CODE $ HAG 51-56
2015 ENERGY CONSERVATION CODE
2015 HASHIN6TON STATE ENERGY CODES, HAG 51-IIG AND 51-IIR
2015 INTERNATIONAL EXISTING BUILDING CODE, GH.S, CH. 8 LEVEL 2 ALTERATION
CITY OF EDMONDS ZONING
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri,c/ Ca.rfer
BUILDING OFFICIAL
Dec 19 2023
APPROVED DATE
BLD2023-1238
REVISION
Dec 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PLAN
LEGEND / NOTES
DEMO PLAN NOTES
'4 REMOVE DASHED DOORS, HALL5,
EXISTING HALL TO REMAIN
_ _ _ �_ _ _ CEILING TILE 4 GRID, FIXTURE5, TT-P.
T
I.
REFER TO ELEGTRIGAL AND MEGHANIGAL DRAHIN65 FOR DEMOLITION
EXISTING EXTERIOR HALL TO REMAIN
REQUIREMENTS RELATED TO ELECT. AND MEGH. 5GOPE OF WORK.
2.
ALL EXISTING DOOR5, RELITE5, FRAME5, AND HARDWARE DE5I6NATED TO
BE REMOVED, 5HALL BE SALVAGED FOR RE-U5E TO THE MAXIMUM EXTENT
EXISTING DOOR TO REMAIN
P0551BLE AND PRAGTIGAL.
3.
5ALVA6E AND REUSE, TO THE MAXIMUM EXTENT PRAGTIGAL, ELEGTRIGAL
DEVIGE5 5UGH A5 OUTLET5, 5HITGHED, BOXES, A.V. GONTROL5, 5EN5OR5,
THERM05TAT5, ETG.
4.
EXISTING 5URFAGE5 AND FIN15HE5 5HALL BE PATGHED, REPAIRED, AND
AREA OF WORK THI5 PERMIT
FIN15HED TO MATCH EXISTING 5URROUNDING 5URFAGE5. REPLACEMENT AND
REPAIR FIN15H MATIERIAL5 5HALL MATCH EXISTING WHERE EVER PRATIGAL.
1
AREA OF
--I
]/-N
WORK FOR
THIS PERMIT
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(E)100
BUILDING OFFICIAL
Dec 19 2023
APPROVED DATE
BLD2023-1238
REVISION
Dec 12 2023
EXISTING
AND DEMO
PLAN
CITY OF EDMONDS
DEVELOPMENT SERVICESA
O 2 4 $ DEPARTMENT
A/L
SCALE: 1 /4" = 1'-0"
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24X36
DAYLIGHT ZONE CONTROL
CEILING PLAN NOTES
FLOOR PLAN NOTES
PLAN
LEGEND / NOTES
PROVIDE DAYLIGHT ZONE CONTROLS PER THE INTERNATIONAL ENERGY CONSERVATION
I.
PLANS AND FIXTURES ARE LISTED FOR DESIGN INTENT ONLY. FINAL FIXTURE
I.
PROVIDE 2A/IOBG FIRE EXTINGUISHERS 1/3000 S.F. MAX. WITH MAX. 75' TRAVEL
EXISTING WALL TO REMAIN
SECTION
CODE G-405.2.2.3, AND PER WASHIN6TON STATE NON-RESIDENTIAL ENERGY CODE
SCHEDULE AND LAYOUT PER ELECTRICAL DE516N BUILD DOCUMENTS.
DISTANCE. GOORD. LOCATIONS w/ FIRE MARSHAL.
/',
BUILDING SECTIONS
AMENDMENTS, WAG 51-IIG.X_
I
X
2.
PROVIDE EXIT 516NA6E PER IBG 1015. SIGNS SHALL BE ILLUMINATED AT ALL
2.
PROVIDE EXIT 516NA6E PER IBG 1015. 5I6N5 SHALL BE ILLUMINATED AT ALL
-1
ALL DAYLIOHTED ZONES, AS DEFINED IN CHAPTER 2, BOTH UNDER OVERHEAD GLAZING
TIMES. PROVIDE BATTERY BACKUP POWER FOR ILLUMINATION FOR MINIMUM OF CIO
TIMES. PROVIDE BATTERY BACKUP POWER FOR ILLUMINATION FOR MINIMUM OF q0
EXISTING EXTERIOR WALL TO REMAIN
AND ADJAGENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL
MINUTES. PROVIDE TACTILE EXIT SIGNS COMPLYING WITH IGG-AII7.1-2017
MINUTES. PROVIDE TACTILE EXIT SIGNS COMPLYING WITH IGG-Alll.l-2011
SHEET
CONTROLS, OR DAYLIGHT OR OGGUPANT-SENSING AUTOMATIC CONTROLS, WHIGH
ADJACENT TO EACH STAIRWAY.
ADJAGENT TO EACH STAIRWAY.
NUMBER
CONTROL THE LIGHTS INDEPENDENT OF GENERAL AREA LIGHTING.
CONTIGUOUS DAYLIGHT ZONES ADJACENT OF VERTICAL 6LAZIN6 ARE ALLOWED TO BE
3.
PROVIDE EXIT PATHWAY ILLUMINATION PER IBG SECTION 1008. THE POWER
3.
PROVIDE EXIT PATHWAY ILLUMINATION PER IBG SECTION 1005. THE POWER
NEW WALL PER WALL TYPE.
DETAIL
CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT
SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE
SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE
X
A1.2
DETAILS
INCLUDE ZONES FACING MORE THAN TWO ADJAGENT ZONES CARDINAL ORIENTATIONS (I.E.
BUILDING POWER SUPPLY, AND WITH EMERGENCY POWER SUPPLY LASTING QO
BUILDING POWER SUPPLY, AND WITH EMERGENCY POWER SUPPLY FOR MIN 90
NORTH, EAST, SOUTH, WEST). DAYLIGHT ZONES UNDER OVERHEAD GLAZING MORE THAN 15
MINUTES MINIMUM. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AT THE
MINUTES. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AT THE RATE OF
SHEET
FEET FRO THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES
RATE OF I FOOT CANDLE AT FLOOR LEVEL.
I FOOT CANDLE AT FLOOR LEVEL.
NUMBER
ADJACENT TO VERTICAL GLAZING.
EXISTING DOOR TO REMAIN
4.
MECHANICAL � ELECTRICAL PENETRATIONS THROUGH RATED WALL OR FLOOR
4.
PROVIDE EXTERIOR EGRESS ILLUMINATION WITH EMERGENCY POWER PER IBG
_--
EXCEPTION: DAYLIGHT SPACES ENCLOSED BY WALLS OR CEILING HEIGHT
PARTITIONS AND GONTAININ6 2 OR FEWER L16HT FIXTURES ARE NOT REQUIRED TO
5Y5TEM5 TO COMPLY w/ IBG SECTION 714.
SECTION 100&. PROVIDE MIN. 90 MINUTES OF POWER, FOR ILLUMINATION PER
1008.3.5
Ll
A1.2
ENLARGED PLANS / DETAILS
HAVE A SEPARATE 5WITGH FOR GENERAL AREA LIGHTING.
5.
PROVIDE EXTERIOR EGRESS ILLUMINATION WITH EMERGENCY POWER PER IBG
DOOR NO.
----%
SECTION 1005. PROVIDE MIN. cI0 MINUTES OF POWER, FOR ILLUMINATION PER
5.
MECHANICAL CONTRACTOR TO PROVIDE BUILDING 8 TOILET VENTILATION PER
1005.3.5
THE IMG.
100
DOOR TAG
REVISIONS
(b.
II
ALL THRESHOLDS MAXIMUM 1/2 H16H ABOVE FINISH FLOOR, EACH SIDE OF
DOORS.
OX --�
WALL TYPE PRE DET.I/A2.1
7.
MECHANICAL 8 ELECTRICAL PENETRATIONS THROUGH RATED WALL OR FLOOR
SYSTEMS TO COMPLY w/ IBG SECTION 714.
NAME
W E
NORTH DIRECTION
101
ROOM NAME 8 NUMBER
S
1
NOTE:
WALL,
FLOOR AND CEILING FINISHES TO
BE COORDINATE WITH OWNER AND/OR TENANT
I6'-2"
PRIOR TO CONSTRUCTION.
VERIFY IN PLACE
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MTL 5TUD5 @ 24"O.G.
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REVISION
Dec 12 2023
WALL TYPE
NEW PLAN
0
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DEVELOPMENT SERVICE
2 4 $ DEPAPARTFPiT M
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SCALE: 3" = 1'-0"
SCALE: 1 /4" = 1'-0"
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PERMIT
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-------------------
36" 42"
mina min.
24"
min.
-- - - -
- -
00
�' a
x=54" min. if
door has a
closer
ACCESSIBLE DC
DOOR NOTES
y=48" min. if
door has a
closer
R CLEARANCE
1. ALL HARDWARE SHALL BE BRUSHED CHROME EXCEPT AT EXTERIOR WHERE
EXPOSED. EXTERIOR SHALL BE STAINLESS STEEL.
2. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS SHALL HAVE
A SHAPE THAT IS EASILY GRASPED WITH ONE HAND, AND DOES NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
4. ALL HARDWARE SHALL ALLOW DOORS TO BE OPENED FROM THE INSIDE
WITHOUT KEY, SPECIAL KNOWLEDGE OR EFFORT. UNLATCHING OF ANY DOOR
OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION
PER I.B.C. SECTION 1008.1.8
5. MAXIMUM HEIGHT OF THRESHOLDS = Y2", EACH SIDE OF DOORS.
6. DOOR HARDWARE TO COMPLY WITH IBC SECTION 11 AND ANSI 1 17.1-2017
FOR ACCESSIBILITY. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND
48" FROM FINISH FLOOR, AND CLEAR OPEN WIDTH OF SHALL BE 32" MINIMUM.
7. PER ICC A117.1 404.2.8 (DOOR OPENING FORCE) THE FORCE FOR PUSHING
OR PULLING DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:
INTERIOR HINGED DOOR: 5.0 POUNDS MAXIMUM
INTERIOR SLIDING OR FOLDING DOOR: 5.0 POUNDS MAXIMUM
8. COORDINATE WITH OWNER FOR SPECIAL SECURITY REQUIREMENTS.
9. AT RATED DOORS, PROVIDE UL LISTED ASSEMBLIES W/ LABELS.
10. EXTERIOR DOORS ADJACENT TO AREAS OF EVACUATION SHALL BE 1-HR RATED
ASSEMBLY. SEE SHELL PERMIT DRAWINGS
11. STORE FRONT DOOR SHALL PROVIDE HARDWARE THAT COMPLIES W/ ICC
Al 17.1-2017 - 404.2.6 (DOOR HARDWARE)
12. PROVIDE INTERNATIONAL SYMBOL OF ACCESS SIGNAGE AT EACH ACCESSIBLE
ENTRANCE DOOR. PER DETAIL D/A5.0
13. PAINT ALL METAL FRAMES. COLOR AS SELECTED BY OWNER.
14. ACCESSIBLE DOOR CLEARANCE PER DETAIL C/A5.0
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
E r i & C4Lrf er
BUILDING OFFICIAL
Dec 19 2023
APPROVED DATE
54"
in.
F--- - - ---I
18"
min.
y=48" min.
if door has
both a latch
and a closer
Nc_�
EXIT MEN WOMEN UNISEX
WALL MOUNTED SI6NA6E (TYP)
x=12" if door
has both a latch
and a closer
0
v
MEN
HANDICAPPED
ACCESSIBLE
RESTROOMS RMAINOOM FLOORN
PER PLAN
% PER PLAN 5/8
2 x HOOD
BUCK
PRE -HUNG
DOOR FRAME
1 5/4" 50LID GORE
HOOD DOOR
3 DOOR
HEAD &JUMB
SCALE. 3 - 1-0"
3. EA. 51DE
'LAN) METAL
24" O.G.
IM
5GREH,
0 EACH
RETAINER CLIP
HALL MOUNTED
516NAGE DOOR AS SGHED.
`THRESHOLD MUST
C
- - - - - - - - - - - - - - / COMPLY
HITH
SECTION 51
M N_ i
N i ` 11 II110
CORRESPONDING
GRADE 2
BRAILLE
WALL MOUNTED S I O NAOE REOU I REMENTS :
I. SIGNS SHALL COMPLY WITH IGG/ANSI 117.1-201-1 5EGTION 705.
2. CHARACTERS SHALL BE BETWEEN 48 INGHE5, MINIMUM, AND 60
INGHE5 MAXIMUM ABOVE THE ADJACENT FLOOR SURFACE.
3. MOUNTING LOCATION ALLOH5 A PER50N TO APPROAGH WITHIN 3" OF
THE 516NA6E WITHOUT ENCOUNTERING PROTRUDING OBJEGT5 OR
STANDING WITHIN THE 5HIN6 OF THE DOOR.
4. THE INTERNATIONAL SYMBOL OF AGGE551BILITY 15 INSTALLED ON
THE HALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE
BORDER DIMENSION OF THI5 PIGTOGRAM SHALL BE A MIN. OF 6" IN
HEIGHT. WHERE THERE 15 NO HALL SPACE ON THE LATCH SIDE,
INGLUDIN6 AT DOUBLE DOORS, 5I6N5 SHALL BE PLACED ON THE
NEAREST ADJACENT WALL.
5. LETTERS AND NUMERALS ARE RAISED 1/32", ARE SANS -SERIF
UPPERCASE CHARACTERS AND ARE AGGOMPANIED BY GRADE 2
BRAILLE. CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH.
6. THE CHARACTERS AND BACKGROUND OF THE SIGN 15 MATTE OR
NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN
DISTINCTIVELY CONTRASTS WITH THE GOLOR AND CONTRAST OF THE
HALL.
7. THE REQUIRED COLOR OF THE SYMBOL OF AGGE551BILITY GON515T5
OF A WHITE FIGURE ON A BLUE BACKGROUND.
WALL MOUNT
SCALE: 1/4" = 1'-0"
D SIGNA
F.
FINISH FLOC
PER 5GHEDUI
°
d d
°
d
ADA THRESHOLD
SCALE: 3" = 1'-0"
DOOR TYPES
SCALE: 1/2" = 1'-0"
E3'-0" x T-O" DOOR
S.G. DOOR
w/ WOOD FRAME
4 FLOOR
3GHEDULE
DOOR SCHEDULE
DR.- NO
DESCR.
DOOR - TYPE
DOOR - MAT
DOOR - FIN
FRAME - MAT
FRAME - FIN
HDWR
RATE
COMMENTS
105
3'-O"x7'-O"
A
SOLID GORE
PAINT
HOOD
PAINT
MATCH
EXISTINGG
NR
I. HARDWARE BY OHNER/TENANT
2. CONTRACTOR TO GOORDONATE w/ TENANT FOR PAINT COLOR AND LOCATION
ATTACHMENT OPTIONS TO STRUCTURE (HOOD, GONGRETE OR STEEL
a. ATTACHMENT DEVIGE5 TO 5TRUGTURE y4 INCH (6MM) DIAMETER X
3-INGH (75MM) LONG GL05ED-EYE HOOD 5GREH5; MINIMUM PENETRATION I
INCH (25MM) INTO THE HOOD MEMBER.
b. NO. 12 CA. SPLAY HIRE LOOPED AROUND BOTTOM GHORD OF OPEN JOINT
OR TRUSS.
c. METAL 2-INGH X 2-INGH (50MM X 50MM) ANGLE, ATTACHED TO CONCRETE
OR STEEL WITH APPROVED FASTENERS.
d. TIE HIRE SPIKE MINIMUM 31(6-INGH (5MM) DIAMETER X 2 INCHES (50 MM)
LONG, DRILLED AND HAMMERED FOR CONCRETE.
e. TIE HIRE HEDGE ANGHORy4 INCH X 1-5/4 INGHE5 ((bMM X 44MM), FOR
CONCRETE.
f. BEAM/FLAN6E GLAMPS FOR STEEL STRUCTURE MEMBERS.
• SPLAY HIRE TO BE WRAPPED AROUND ITSELF THREE FULL TURNS; WITHIN
A 3-INGH (75MM) LENGTH.
1 EDGE TRACK
SCALE. 3 - 1-0
HALL CONSTRUCTION
PER FLOOR PLAN
MATCH NEW BASE w/
EXISTING BASE
Z.
SUSP. CEILING
PER PLAN
5�8 PER PLAN 5�8
n
STUD HALL PER
FLOOR PLAN
STEEL TRACK TO MATCH
STUD DEPTH ff
THICKNESS w/ 5/e"(P EX .
BOLTS @ 36" O.G.
(EMBED 35/&")
EXISTING CONCRETE SLAB)
2 WALL CONNECTION SLAB
SCALE. 3 - 1-0
2. ATTACHMENT OPTIONS AT PARTITION
a. ATTACH PARTITION TRACK TO SUSPENDED GEILIN6 MAIN RUNNER WITH TWO
NO. 8 5-5GREH5. (DETAIL A ONLY.)
b. /4 INCH ((bMM) CLOSED -EYE BOLT THROUGH PARTITION TRACK.
c. 2-INGH X 2-INGH (50MM X 5OMM) METAL ANGLE WITH TWO NO. 8 5-5GREH5
IN PARTITION TRACK.
• SPLAY HIRE TO BE WRAPPED AROUND ITSELF THREE FULL TURN5; WITHIN
A 3-INGH (75MM) LENGTH.
E
EX
A SECTION
SCALE: 1/2" = 1'-0"
THICKNESS w/ 5/a" (P
EXP. BOLTS @ 36" 0-REVISION
(EMBED 4")
Dec 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
0 2 4 DEPARTMENT 12
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