APPROVED BLD BLD2020-1000+Architectural_Plan+9.28.2020_8.54.28_AMCOVER SKEET & PROJECT I
BUILDING DATA
ADDRESS: 9611 FIRDALE AVE, EDMONDS, WA W20
PARCEL NO: 00449900000100
LEGAL DESCRIPTION: SEC 36 TWN 21 R 03 QTR SE - FORSHEES
FIRDALE VILLAGE BLK 000 D-00 - COMB FOR TAX PURP ONLY -
LOT I PLUS PTN VAC CUL-DE-SAC TGW LOTS 2-3 PLUS ADJ PTN
VAC CUL-DE-SAC LESS PTN WHNFORSHEE FIRDALE VILLAGE 5
ALSO LESS TH PTN LOT 3DAF - BEG AT NE COR OF 51/2 N1/2 OF
6WI/4 6El/4 TH 501;42 29W ALG E LN OF SD 5WI/4 SE1/4 510FT TH
N88;26 50W 15FT TPBTH CONT N88;26 50W 104.06FT THS12;21 54E
10830FT TH N01;33 10E 30FT TPB TGW LOT 4 PLUS ADJ PTN VAC
CUL-DE-SAC LESS PTN WHN FORSHEE FIRDALE VILLAGE 5 TGW
LOT 5 PLUS PTN VAC CUL-DE-SAC 4 LESS PTN PROP PLAT
FORSHEES FIRDALEVILLAGE NO 5 TGW LOT 12 TGW LOT 13 4 NWLY
8FT LOT 14 TGW SELY 52FT LOT 14
BUILDING:
TYPE V-A
OCCUPANCY:
M / A-2
ZONING:
FVMU
15T FLOOR:
6,406 SgFt
2ND FLOOR:
2,190 SgFt
BASEMENT:
2,190 SgFt
TOTAL SF.:
15,606 SgFt
LOT:
3.12 Acres
YEAR BUILT:
1942
SEE THIS SHEET 4 PLANS FOR ADDITIONAL CODE ANALYSIS
Approved by Fire
10/13/2020 AFM fCFI tterer
Fire Comments
1.Fire alarm is required to be retrofitted throughout
building
2.Fire alarm panel or annunciator required to be
within 10 feet of an outside door and key box entry
supplied.
3.Type 1 hood is required to be integrated into the
fire alarm
4.Exit signs, fire extinguishers and emergency
lighting at final
AREA OF WORK:
UNIT 9631
UNITS 9619 4 9631 NOT THIS SUBMITTAL
2ND FLOOR
AREA OF WORK:
UNIT 9623:
NOT THIS WDMITT>L
IST FLOOR
AREA OF WORK:
UNITS %23 4 9623:
NOT THIS SUBMITTAL
BASEMENT
UNIT KEY PLAN
NTS 1-STORY NORTH WING
TRUE NORTH PROJECT NORTH ® I -STORY SOUTH WING
DESCRIPTION OF DAMAGE /SCOPE (SCOPE OF WOPoC APPLICABLE TO THIS PLAN SET 15 CLOUDED)
I. FIRE DAMAGE AS FOLLOWS:
a. UNIT 9623 (COLONIAL PANTRY)
L ALL INTERIOR FINISHES 4 FIXTURES, INCLUDING KITCHEN EQUIPMENT 4 DINING/RECEPTION
ii. ALL INTERIOR FINISHES 4 FIXTURES FOR BASEMENT OFFICE
b. UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN
i. ALL INTERIOR FINISHES 4 FIXTURES
c. UNIT 9623 (BROWER SALON) - BELOW KITCHEN
i. ALL CEILINGS
rd.UNIT631 (RAINBOW SPA)
LATED CEILING 4 WALL FINISHES
OKE/ODOR
e.
i. SMOKE/ODOR ONLY
f. ROOF FRAMING 4 SHEATHING • UNIT %23 KITCHEN HOOD EXHAUST DUCT ATTIC/ROOF
PENETRATION
g. ROOFING AROUND DUCT ATTIC/ROOF PENETRATION
2. REPAIR SCOPE AS FOLLOWS:
a. UNIT 9623 (COLONIA PANTRY)
I. (N) INTERIOR FINISHES 4 FIXTURES
ii. (N) KITCHEN EQUIPMENT (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL)
iii. (N) DINING/RECEPTION (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL)
b. UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN
I. (N) INTERIOR FINISHES 4 FIXTURES
ii. (N) UNIT 9623 KITCHEN HOOD EXHAUST DUCT CHASE THROUGH UNIT TO ATTIC ABOVE
c. UNIT 9623 (BRONZER SALON) - BELOW KITCHEN
I. ALL (N) CEILINGS
ii. SMOKE SEAL 4 PAINT AS REQUIRED
d. UNIT 9631 (RAINBOW SPA)
i. (N) CEILING 4 WALL FINISHES AS REQUIRED
ii. SMOKE SEAL 4 PAINT AS REQUIRED
e. UNIT 9619 (VACANT)
L SMOKE SEAL 4 PAINT - NO PERMIT REQUIRED PER CITY
f. (N) ROOF STRUCTURE • UNIT 9623 HOOD DUCT
g. ALL (N) ROOFING
N
ABBREVIATIONS
O
AB(s)
ANCHOR BOLT(s)
FT
FOOT, FEET
PNL
PANEL
N
ADEQ
ADEQUATE
FTG
FOOTING
PT
POINT
00
ADD'L
ADDITIONAL
GA
GAUGE
PWD
PLYWOOD
N
ALUM
ALUMINUM
GALV
GALVANIZED
REINF
REINFORCEMENT
°'
BLDG
BUILDING
GCB
GYPSUM CEILING BOARD
RQD
REQUIRED
BLKG
BLOCKING
GLB
GLULAM BEAM
SI
SQUARE INCHES
_o
BM
BEAM
GWB
GYPSUM WALL BOARD
SC
SOLID CORE
0-
BOT
BOTTOM
HC
HOLLOW CORE
SHT
SHEET
BRG
BEARING
HD(s)
HOLDOWN(s)
SHTG
SHEATHING
BTWN
BETWEEN
HDR(s)
HEADER(s)
SIM
SIMILAR
U
't
CENTER LINE
HDWR
HARDWARE
5OG
SLAB ON GRADE
o
CTR(d)
CENTER, CENTERED
HF
HEM FIR
SPCG
SPACING
O
CLG
CEILING
HORIZ
HORIZONTAL
$Q
SQUARE
_w
CLR
CLEAR
IBC
INTERNATIONAL BUILDING CODE
SgFt
SQUARE FEET
Z
COL
COLUMN
I/F
INSIDE FACE
STRUCT
STRUCTURAL
V)
COMP
COMPOSITION, COMPOSITE
INSUL
INSULATION
SW
SHEAR WELL
Z
CONIC
CONCRETE
INT
INTERIOR
T4G
TOUNGE 4 GROOVE
a
CONT
CONTINUOUS
IRC
INTERNATIONAL RESIDENTIAL CODE
TYP
TYPICAL
o
CONTR
CONTRACTOR
JT
JOINT
UNO
UNLESS NOTED OTHERWISE
o
CTV
CONTRACTOR TO VERIFY
LAM(s)
LAMINATION(s)
VERT
VERTICAL
V)
DEMO
DEMOLISH, DEMOLITION
Ibs
POUNDS
W/
WITH
J
DF
DOUGLAR FIR
MAX
MAXIMUM
W/0
WITHOUT
0-
DIA, ll�
DIAMETER
MFR
MANUFACTURER
WIN
WINDOW
o
DIST
DISTANCE
MIN
MINIMUM
WSEC
WASHINGTON STATE ENERGY CODE
N
DTL
DETAIL
(N)
NEW
XFR
TRANSFER
(E)
EXISTING
NOM
NOMINAL
o
o
EA
EACH
O.C.
ON CENTER
EQ
EQUAL
O/F
OUTSIDE FACE
g
ES
EA SIDE
OSB
ORIENTED STRAND BOARD
EW
EACH WAY
OH
OVERHANG
X
EXT
EXTERIOR
PE
PRE ENGINEERED
FF
FLUSHED FRAMED, FINISHED FLOOR
fe
PLATE
E
O
FLR
FLOOR
PLCS
PLACES
FND
FOUNDATION
P-NAILS
PNEUMATIC NAILS
Lr_
LEGEND
•
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work FIRE DAMAGE
Address 9617 FIRDALE AVE # 9631
-----------------------------------------
----------------------------------------
Owner FIRDALE VILLAGE
------------------------------------
Approved Date 12-2-2020
Building Official Erg
Permit Number BLD2020-1000
3. CODE UPGRADES AS FOLLOWS (NOT INCLUSIVE):
a. (N) SOLID ROOF SHEATHING OVER (E) ROOF BOARDS
b. (N) COLLAR TIES FOR RAFTERS
c. ALTERATIONS TO (E) CRIPPLE WALLS BELOW RAFTERS
d. ALTERATIONS TO (E) 2ND FLOOR FRAMING • UNIT 9623 HOOD DUCT
e. FIRE -RATED CONSTRUCTION
i. 2-HR SEPARATION AT UNIT %23
ii. 2-HR HOOD DUCT CHASE (CEILING TO ROOF)
iii. 1-HR RATED CEILINGS UNITS 9625 4 9623
SEE PLANS FOR ADD'L INFO
ARCHITECTURAL/STRUCTURAL REPAIRS
PROVIDE (N) INTERIOR 4 EXTERIOR ARCHITECTURAL 4 STRUCTURAL CONSTRUCTION AS NOTED
PER THE PLANS. ALL (N) CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC AS AMENDED 4
ADOPTED BY THE LOCAL JURISDICTION.
ELECTRICAL, MECHANICAL, 4 PLUMBING:
PROVIDE (N) ELECTRICAL, MECHANICAL, 4 PLUMBING FIXTURES 4 SERVICES WITHIN THE DAMAGED
AREAS AND AS OTHERWISE NOTED PER THE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE
(E) ROUGH -INS.
PLAN TITLE Wl = SW DESIGNATION PER
SCALE: 1'=10'-0' PLAN TITLE UNDERLINE WI SW TABLE ON SID
QI I = REVISION NUMBER
a NORTH ARROW
0 INDICATES AREA WITH A REVISION
A DETAIL TITLE DETAIL/SECTION TITLE UNDERLINE SMOKE DETECTOR
SXX SCALE: 1'=1'-0' SXX =SHEET WHERE DETAIL/SECTION 5D No New E a EXIST
IS DRAWN N
8CMCARBON MONOXIDE ALARM
1 = DETAIL NUMBER N N= NEW E =EXIST
1 SX,X = REFERENCE WHERE DETAIL
SX X IS TAKEN ON EXHAUST FAN 50cfm BATH
No NEW E a EXIST 100cfm KITCHEN
1 = SECTION NUMBER gnu HOT WATER HEATER
1 SX.X = REFERENCE WHERE SECTION
SXx IS TAKEN N No NEW E =EXIST
EXISTING WALLS TO REMAIN
1 1 = ELEVATION NUMBER
SXX SX.X = REFERENCE WHERE ELEVATION EXISTING WALLS TO BE REMOVED
IS TAKEN
QQ DOOR MARK PER SCHEDULE NEW 2x4/2x6 WALLS/SHEAR WALLS
< WINDOW MARK PER SCHEDULE p DEDICATED EXHAUST ROOF VENTS
APPROVED
PLANS MUST BE
ON JOB SITE
CODES USE FOR TNIS PROJECT:
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 INTERNATIONAL BUILDING CODE
2015 WASHINGTON STATE ENERGY CODE
;;AS AMENDED 4 ADOPTED BY THE CITY OF EDMONDS
STATEMENT OF USE 4 LIABILITY
THESE PLANS ARE FOR THE EXCLUSIVE USE OF STATEWIDE RESTORATION BCIE ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY OTHERS. ALL INFORMATION ON
THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCIE AND DOES NOT EXPRESS NOR IMPLY ANY
WARRANTY OF THE INFORMATION ON THESE PLANS.
BUILDING DESIGN NOTES
ARCHITECTURAL
THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ARCHITECTURAL WORK, WHICH
INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING 4 CAULKING, INTERIOR
FLOORING, TRIM, ETC. DAMAGED BY THE FIRE (SMOKE OR MEAT) SHALL REMOVE AND
REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL
WORK SHALL BE PER THE 2015 IRC AS AMMENDED 4 ADOPTED BY CITY OF EDMONDS AND
THE STATE OF WASHINGTON.
ELECTRICAL, MECHANICAL, 4 PLUMBING:
THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ELECTRICAL, MECHANICAL, 4
PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH THE ORIGINAL ITEMS. SEPARATE
PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF EDMONDS
BY THE ELECTRICAL AND MECHANICAL CONTRACTORS. THE ELECTRICAL 4 MECHANICAL
CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS
REQ'D), MECHANICAL EQUIPMENT (AS REM)), 4 PLUMBING FIXTURES (AS REQ'D). ALL WORK
SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS
AMMENDED 4 ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON.
PROJECT TEAM
CONTRACTOR:
STATEWIDE RESTORATION
CONTRACTORS LICENSE" 5TATERI866KH
CONTACT: NICK YERMALAYOV
4253461o504 (C)
SHEET INDEX
INVESTIGATIVE/RESTORATION ENGINEER
BC INVESTIGATIVE ENGINEERS
CONTACT: JE55E BINFORD, PE
PRINCIPAL
2531010.9513
GENERAL
CS
COVER SHEET
ARCHITECTURAL:
A1.0
DESIGN NOTES
A2.0
BASEMENT 4 2ND FLOOR REFLECTED
ALI
PARITAL BASEMENT 4 IST FLOOR PLAN
CEILING PLAN
All
PARTIAL 2ND FLOOR 4 ATTIC FLOOR PLAN
A2.1
SUSPENDED CEILING DETAIL
A13
ROOF DRAINAGE 4 VENTILATION PLAN
A3,0
BUILDING SECTION (I OF 2)
AIA
ADA RESTROOM LAYOUT 4 DETAILS
A3.1
BUILDING SECTION (2 OF 2)
A3.2
FIRE -RATED DETAILS
II TOTAL SHEETS, THIS SET
VICINITY MAP
Rormer WoodwayQ Scriber Lake High Schaal
Hlgh School
3 Hlk Madrona K:B Sehool0
ekittartPar� _
` Ballinger
. nnrasw Play}ield
vPRC Edmonds(Formerly Ballinger f^=
Local Roels Marijuana) ARCABE EDiTMN `s p Lake Park '
Edmonds Castle
< xxrm,v�sw
.34„i k. M1v o
O z _
Neil,..=.:.w .Boel Ramp Al f f
Salew:ry® Lake Bal6 ngery �xa"yaw n,
PFamSy Pancake House Nile Shrine Golf Cr
r'v 1 x 73fiN sl sw ii Sim In the Sky F
lsland IN
w
_J
o
gi
s s
FIRDALE VILLAGE
/^,�
s f
f [Jenny's
n
Rego
r
:Abu el SM
�Tla TrindS Pantry
yL;;��
ri-nlnr.i Ll"I: anes ¢P
Bread
!�
74411, 51 SW
Q
s
®
RlC:IO
j
�I��II
_
Kruckeherg
�
vw � "sr - �
� n?uai, sr
3 _
a }
®Holy.rood
Calholi[Cemetery
ataniC Garden
{
nw onion :
S3 wioro Gli4l ® vCa5lcp wholesale
i
-
i
C081c. CaSaillie� h,moro
70011, SI
H I L L W 0 0 D
'-�-
Camrnons D
Melvin G Syre v _
f
row �qe�l, s:
Aparlme.pl Ho-7
Elementary School 5.
__
Gnngregal noel
O le
Go
—
CITY OF EDMONDS
DEVELOPMENT SERVICES
•
•
DESIGN NOTES (APPLICABLE ONLY i0 ACTUAL U1O5C BEING DONE)
GENERAL FLOOR PLAN NOTES
ENERGY CODE/BUILDING ENVELOPE- GENERAL
I. TENANT SPACES HEATED W/ ELECTRIC WALL HEATERS.
2. ALL WINDOWS 4 DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE.
3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF I PERM.
4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED t0 LIMIT AIR LEAKAGE.
ELECTRICAL- GENERAL
I. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/J5 STANDARDS: NM52C14US-14/2 WIREt NM52C12US- 12/2
WIREt NM53C14U5- 14/3 WIRE).
2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED).
ELECTRICAL LIGHTING
I. LIGHTING CONTROLS SHALL BE PROVIDED FOR EACH SEPARATE AREA, READILY ACCESSIBLE At THE POINT OF ENTRY/EXIT. CONTROLS
SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE.
2. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 15 AMPERE CIRCUIT
LOADED TO 8090 CAPACITY.
MECHANICAL SYSTEM- GENERAL
1. THER 05TAT SHALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC HEAT
2. SEAL ALL TRANSVERSE DUCT JOINTS.
3. SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING THE SYSTEM.
4. DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 15T ADDITION,
5. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED t0 THE BUILDING INSPECTOR AND OWNER PRIOR t0 AN APPROVED FINAL INSPECTION.
(WSEC C402.5.1.2)
6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40
CFM/FT2 At A PRESSURE DIFFERENTIAL OF 03 INCHES WATER GAUGE (2.0 L/S X M2 AT 15 PA) AT THE UPPER 95 PERCENT CONFIDENCE
INTERVAL IN ACCORDANCE WITH ASTM E 119 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL, (WSEC C402.5.1.2), IS REQUIRED
PRIOR TO FINAL INSPECTION.
1. A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED t0 THE BUILDING INSPECTOR PRIOR t0 AN
APPROVED FINAL INSPECTION. (WSEC C402.5.12)
PLUMBING- GENERAL
1. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 2015 PLUMBING CODE.
2. ALL FITTINGS t0 BE BOWPEX (BRASS/BARB) T5, ELBOWS, AND COUPLINGS.
3. ALL DRAINAGE PIPE t0 BE ABS SCHEDULE 40.
4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F816/F811.
5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED 4 STRAPPED.
6. ALL SINKS SHALL BE EQUIPPED WITH CLEAN -OUT.
1. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SHALL BE INSULATED AND EQUIPPED WITH HEAT TRACE TAPE.
8. MIN R-10 INSULATION UNDER WATER HEATER SHALL BE MET BY THE R-34 BATT INSULATION LOCATED IN THE FLOOR
9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI Z21.10.1-1998.
FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE)
(N) VINYL WINDOWS:
SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER 4 CONTRACTOR
(N) INTERIOR FINISH SCHEDULE:
(N)1/2" GWB ALL INTERIOR WALLS w/6d COOLER NAILS 9 1/1 MINIMUM SPACING, UNO PER THE PLANS.
(N)1/2" GCB ALL INTERIOR CEILINGS W/ 6d COOLER NAILS is 1/1 SPACING, LINO PER THE PLANS. USE APPROVED BACKER BOARD
MATERIALS AS LISTED PER R102.42 ON THE BATH TUB 4 SHOWER WALLS. ALL OTHER FINISHES SUCH AS FLOOR AND COUNTER COVERINGS
TO BE SELECTED BY THE CONTRACTOR
(N) DOORS:
SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER 4 CONTRACTOR
(N) ROOF VENTING:
PROVIDE VENTING PER PLANS.
(N) INSULATION:
PROVIDE R-15c UNFACED GATT INSULATION FOR (E) WALLS.
PROVIDE R-30c FACED SATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION.
PROVIDE R-49 BLOWN -IN INSULATION FOR ROOF INSULATION.
WALL LEGEND
a
N (E) IHR RATED 2x4 EXT WALLS W/ (N) 5/8' TYPE 'X' GWB • INSIDE FACE AS NOTED PER DTLs A/A3.0 4 A/A532
Cb (A) 2x4 WALLS
m
(E) 2HR RATED SEPARATION WALLS W/ 2-(N) 5/8' TYPE 'X' GWB is INSIDE FACE A$ NOTED PER DTLs A/A3.1 4 C/A32.
(E) IHR RATED SEPARATION WALLS W/ (N) 5/8' TYPE 'X' GWB AS NOTED PER DTLs A/A3.0, A/A3.1 4 5/A32
NOTE: HATCHED WALLS INDICATE FIRE RATED WALL WHERE GWB IS BEING REPLACED. NO HATCHING
INDICATES A NON -FIRE RATED WALL -OR- A FIRE RATED WALL THAT IS NOT BEING MODIFIED
CONTRACTOR NOTE:
CONTRACTOR SHALL TAKE TIME t0 THOROUGHLY VERIFY ALL DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY,
STEM WALL HEIGHTS, ROOF PITCH, OVERHANGS AND ANY OTHER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING. PRIOR TO ANY
CONSTRUCTION, CONTRACTOR SHALL TAKE TIME TO LAYOUT NEW CONSTRUCTION TO VERIFY THE COMPATIBILITY BETWEEN NEW AND EXISTING
CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND CONTACT BCIE IMMEDIATELY.
I. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY
DISCREPANCIES ARE FOUND. ALL WORK SHALL BE IN COMPLIANCE WITH NFPA, OSHA, 2015 IBC, AND ALL OTHER PPLICABLE GOVERNMENT
AND REGULATORY AGENCIES.
2. MAINTAIN A MINIMUM OF 36' CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT.
3. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS.
4. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE SIGNED AMC) ILLUMINATED PER IBC SECTION 1008.
5. PROVIDE A FLOOR OR LANDING ON EACH SIDE OF DOORS NOT MORE THAN 1' LOWER THAN THE THRESHOLD OF THE DOORWAY (1/2' IF
BEVELED 1:2). LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR DOORS IN FULLY OPENED POSITION SHALL NOT
REDUCE A REQUIRED DIMENSION BY MORE THAN 1 INCHES.
(o. EXITS SHALL BE ILLUMINATED At ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE
FOOT-CANDLE AT FLOOR LEVEL.
1. PROVIDE PORTABLE FIRE EXTINGUISHERS (2AI05C OR BETTER) (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 15' OF TRAVEL
DISTANCE. EXTINGUISHERS AND MOUNTING BRACKETS TO BE UL LISTED.
8. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 1(o THRU 200 AND A
SMOKE DENSITY OF 450).
9. THE BLDG., DOORS 4 WINDOWS SHALL BE SEALED, CAULKED, OR GASKETED.
10. ELECTRICAL WORK IS DESIGN -BUILD. THE ELECTRICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN
INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR
TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK.
11. MECHANICAL WORK IS DESIGN -BUILD. THE MECHANICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN
INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY SPECIFICATIONS, OR TO
MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK.
12. PLUMBING WORK IS DESIGN -BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT,
SCOPE, AND LOCATION OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE OF THE WORK. ANY WORK,
NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR t0 MAKE THE WORK COMPLETE, AND FUNCTIONING, IS t0
BE PROVIDED AS PART SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED OF THE WORK
13. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT t0 SCALE ANY DRAWINGS TO IDENTIFY DIMENSIONS IF THERE ARE DIMENSIONS NOT
SHOWN ON DRAWINGS CALL ARCHITECT / DESIGNER TO VERIFY THOSE DIMENSIONS.
DOOR SCHEDULE
MARC
DOOR SIZE
TYPE
DOOR CONSTRUCTION
JAMB CONST.
HDW
THICK X WIDTH X HEIGHT
CORE
MAIL.
FINISH
MAIL.
FINISH
REMARKS
1 3/4' x 3'-0' x V-8'
-
SC
WD
FACTORY
WD
PAINT
50% GLAZING, DUTCH
1 3/8' x 3'-0' x V-8'
-
HC
MTL
FACTORY
MTL
PAINT
-
1 3/8' x 2'-8' x V-8'
-
HC
MTL
FACTORY
MTL
PAINT
-
®
1 3/8' x 2'-0 x V-8'
-
HC
MTL
FACTORY
MTL
PAINT
-
0
1 3/8' x 2'-4' x (0'-8'
-
HC
MTL
FACTORY
MTL
PAINT
L-
NOTES:
1.
ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING.
2.
MAX. ACCEPTABLE U-VALUE + 0.4.15 FOR NON -SWINGING DOORS, TYP, ALL EXTERIOR DOORS.
3.
COORDINATE FINISHES/STYLES W/ TENANT.
4.
DOOR HARDWARE TO BE CHOSEN PER CONTRACTOR/OWNER. ALL HARDWARE PULLS, HANDLES, LOCKS,
LATCHES OR OTHER OPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING
OF THE WRIST TO OPERATE PER 2015 IBC 1010.13.1.
5.
ALL MOUNTED HARDWARE WITH OPERABLE PARTS SHALL BE LOCATED BETWEEN 34' AND 48' ABOVE
THE FINISHED FLOOR PER 2015 IBC 1010,132.
6.
ALL INTERIOR 4 EXTERIOR DOORS SHALL BE READY OPENABLE FROM THE EGRESS SIDE WITHOUT USE
OF A KEY OR SPECIAL KNOWLEDGE PER 2015 IBC 1010.1.9.
1.
PANIC AND FIRE EXIT HARDWARE SHALL BE PROVIDED ON ALL DOORS W/ LOCKS AND LATCHES PER
2015 IBC 1010.1.10
•
•
•
•
CITY OF EDMONDS
DEVELOPMENT SERVICES
(E) STAIRS TO IST FLOOR BALCONY - (E) WRAPPED COLUMNS
NO WORK FOR BALCONY - NO WORK
coo a
E
7 js7 W
2 "o O
� A3.0 � T
s �b�s �
�r 4¢ _4
(E) 18T FLR BALCONY a z
0
NO WORK Z N
I
0
NO WORK ADJACENT
NO WORK ADJACENT UNIT 0623 UNIT 9617 (E) RSTRM (E) STORAGE TENANT SPACES
TENANT SPACES (N) CEILING FINISHES NO WORK NO WORK • ADJACENT (N) INTERIOR FINISHES NO WORK
SMOKE SEAL 4 PAINT TENANT SPACES (N) FIXTURES •
II �cx�
I II
5 50cfm I I I N ADA UNISEX RSTRM
0 EF N I I I I SEE SHEET AIA FOR ACCESSIBLE
Q I I I I LAYOUT INFO W
II �
(N) INTERIOR FINISHES q �
(N) FIXTURES
(E) RECEPTION E WAITING RM (E) FRONT OFFICE EF (E) STORAGE
�
NOcfm NCcf
EF
(N) INTERIOR FINISHES
0
- J
2-(N) 5/8' TPE 'X' GWB I j (E) KITCHEN I I °.
• (3) SIDES OF (E) BMs lN) INTERIOR FINISHES I I (E) UNISEX RSTRM L
(TYP AS NOTED = _ _ _) I SEE KITCHEN PLANS I I ~
FOR App'L INFO I 1 (N) INTERIOR FINISHES �
(N) FIXTURES
� II II •
~ II II 0LL
E HALL IIO N
(N) CEILING FINISHES
50cfm I I I I O E HALL
(N) INTERIOR FINISHES
(E) BTHR I I O
(N) CLG FIN15HE
L4~,L4 W
50cfm
W
(E) BACK OFFICE
Q II II Q I% WMD W
UP 1 I I I I IV, (N) WOOD -WRAP PER
y� 1 OWNERXITCHEN DESIGNER
E BRONZING A 1 s (AS NOTED l'7�1�)
1 1 0 •
E FFI E 1 1 (E) DINING RM ; W
O O C (N) INt 10
(N) CEILING FINISHES 1 !� 1 ER R FINISH S E M
Lu
r
N N ao
u- (N) 5/8' TPE 'X' GWB I E S A
w w Q z IS (3) SIDES OF (E) BMs O �
(TYP AS NOTED = _ _ _) 1 DN 1 O
W
A w z I A I 1%� � O v
a A3.1 1 A3.1
00 �J
N HW w
N UNIT 9 1 UNIT 9627 Q o W
00 DOWNSTAIRS OF RESTAURANT (E) WINDOWS TO REMAIN - M--� < q
llN (N) CEILING FINISHES ONLY TYP UNO U
°' SMOKE SEAL 4 PAINT (E) DOORS t0 REMAIN - U ,O
TYP UNO ,~T Q [�
0
• � O
(E) WRAPPED COLUMNS w w
FOR BALCONY - NO WORK �j
Q z w �
0 o
N •
1-11 W
w Ld
(E) STAIRS TO 2ND FLOOR BALCONY - o
N NO WORK M w
Z
PARTIAL BASEMENT FLOOR PLAN MAIN FLOOR PLAN q
0
Z SC,4LE: 1/4' = 1'-0" (N)1-HR RATED CEILINGS PER SHEETS A3.0, A3.1 4 DTL F/A32 SCALE: 1/4" = 1'-0' � (E)1HR RATED 2x4 EXT WALLS q
g SEE WALL LEGEND ON AI.O FOR BAL OF INFO
0-
0 (E) 2HR RATED SEPARATION WALLS
g SEE WALL LEGEND ON AI.O FOR BAL OF INFO
N (k
N (N) 2-HR RATED CEILINGS PER SHEETS A3.0, A3.1 4 DTL 3/A32
N o
, ' O
m ~ o W
X Q�
R CEIV D
Z
CITY OF EDMONDS
DEVELOPMENT SERVICES
LL4.
q
q
I
C
r
II
II
II
I
I�
II
II
II
II
II
---------
-- I
I
II II �I II
II II �I II
II II �I II
II II II II
II ILJ I II II
I I I
II II II
II II II
II II IL
I I I
II II
II II
I j 7— J
II ,I II
II ,I II II
II ,I II II
II ,I II II
I I I j
i I I
--7 r�====___________�---,
(E) WALLS BELOW
I I I ,
,
InrJjL---- -----------------------------------------------------
IIII Ir-----------, r------------------------------------ r----
1 0 1 I I I I I I
II I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I, II II
` I L J I I I I
�� I --- ------------ I I I
i L-----------J I I I
p Ir------------I II
II
II L
II II II
,1J I I I
I I
I I I I
II----------�--------------------�J
4L— I II
------AlW
O
(N) 2-HR FIRE CHASE
-RATED
FOR (N) KITCHEN HOOD EXHAUST
Q ,\ / ;< (E) PULL -DOWN
DUCT - SEE DTLs G/A32 4 H/A32
` ; ; ATTIC ACCESS
L_x_J
O (E) STORAGE
NO WORK
(N) 2x4 WALL W/ (N) 5/8' TYPE 'X'
GWB • ATTIC SIDE FOR (N) DRAFT STOP
(E) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB
• ATTIC SIDE FOR (N) DRAFT STOP
(E) STORAGE
NO WORK
UNIT 9613
NO WORK
ATTIC FLOOR PLAN
SCALE: 1/4' =1' -O" (E) IHR RATED SEPARATION WALLS
SEE WALL LEGEND ON AI.O FOR BAL OF INFO
(N) 2x4 WALL FOR DRAFT STOP W/ (N) 5/5' TYPE 'X' GWB
ATTIC SIDE
(E) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB
's ATTIC SIDE ONLY
0
(E) WRAPPED COLUMNS FOR —
1ST FLOOR BALCONY - NO WORK
(E) STORAGE
(E) MASSAGE RM3
(E) MASSAGE RM2
I
(N) 2-HR FIRE -RATED CHASE -
NOT PART OF THIS SUBMITTAL
L
(E) OFFICE3
z SMOKE SEAL 4 PAINT
LLI
BTHRM
WAqTERIOR FINISHES
(N) FIXTURES
'Q
O 7
E
OFF E PACE
(N) INT 10AINISHE6
0000
QI 10-26-20 CITY REVIEW COMMENT
(E) WINDOWS TO REMAIN -
TYP UNO
SEAL 8 PAINT z
�v
W
0 N
SMOKE AL 4 PA INt 0
SMOKE SEA% PAINT
Ir---1
E PL
ATTIC A
L_x_J
(E) MASSAGE RMi N� SMOKE ��T OFF4 PAT
I�
O
(E) DOORS TO REMAIN -
(E) RECEPTION TYP UNO
UNIT I UNIT oe251 I UNIT 9619
SMOKE SEAL 4 PAINT
ISOLATED CEILING 4 WALL
FINISH REPAIRS (CTV)
(E) WRAPPED COLUMNS FOR BALCONY - NO WORK
PARTIAL
SCALE: 1/4' =1'-0"
(E) 2ND FLR BALCONY
NO WORK
Z
IN
UPPER FLOOR PLAN
(E)1HR RATED 2x4 EXT WALLS
SEE WALL LEGEND ON A1.0 FOR BAL OF INFO
(E)1HR RATED SEPARATION WALLS
SEE WALL LEGEND ON A1.0 FOR BAL OF INFO
(E) CLOSET
(E) BTHRM
(E) OFFICE2
(E) FRONT OFFICE
(N) I-HR RATED CEILING PER SHEETS A3A A53D 4
DTL E/A32 FOR UNIT 9625
UNIT 9613
NO WORK
RESUB
Oct 26 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
•
•
•
•
q
O
O
W
•
W
W
q
C)
A
I�
0
5,
OUTLINE OF (E) EXT WALLS
(E) LOWER ROOF NOT SHOWN
FOR CLARITY (NO WORK)
(N) IN -VENT COR-A-VENT 3'-0' LIP —
SLOPE OF (E) EXT WALL - CTV 1' NET
AIR CLEARANCE BTWN INSULATION
4 ROOF SHTG
(N) 2-HR FIRE -RATED WOOD -CHASE W/ —
(N) FLASHING 4 CRICKETS PER CONTR
FOR (N) KITCHEN HOOD EXHAUST DUCT -
SEE DTL G/A3.2 4 H/4,32 FOR BAL OF INFO
(N) DIMENSIONAL COMP ROOFING -
TYP LINO
(N) CONT RIDGE VENT
(N) CONT RIDGE VENT - CTV MIN NET —
WIDTH PROVIDED • (E)/(N) ROOF SHTG -
TYP LINO
ROOFING 4 SHTG KEPT BACK MIN 1'
EA SIDE OF RIDGE SPLINE FOR
AII;�FLOW
RIDGE VENT DETAIL
NTS
0
i
i
i
i
L-------------------------
(N) IN -VENT COR-A-VENT 1'-O' UP A
SLOPE OF (E) ATTIC CRIPP L - A13
CTV 1' NET AIR CLEARA TUN
INSULATION 4 ROOF
(N) COR-A-VENT IN -VENT OR ?
EQUIVALENT INSTALLED PER -- --------------------------------------- ,,
MFR GUIDELINES 1'-0'
3'-0' • SIM COND NE OF (E) CRIPPLE WALLS__7
1' CONT AIR SLOT FOR
(N) COR-A-VENT
(E) CRIPPLE WALLS -
(E) EXT WALLS 6 SIM
IN -VENT DETAIL
NTS
of
(E) GUTTERS 4 DOWNSPOUTS TO
(E) TIGHTLINES
ROOF DRAINAGE & VENTILATION PLAN
NTS
O
z
Lu
(E) LOWER ROOF NOT SHOWN
FOR CLARITY (NO WORK)
(E)/(N) 2x BLKG UP SLOPE OF
(N) IN -VENT COR-A-VENTS TO HAVE
(3) 2'0 HOLES EA RAFTER BAY (CTV)
To
I..
N
:,
Lail
Z
O
Z
Lu
(N) ROOF VENTILATION CALCULATIONS:
VENTILATION REQUIRED:
2,134 SF. (144/300) = 1,192.3 S.I.
5090 OF AREA REQUIRED m RIDGE = 896.2 S.I.
VENTILATION PROVIDED:
61'-9' RIDGE VENT 9 18 5.115F = 1,2195 S.I.
IC'-10' EAVE VENTS (EVERY BAY) 235 S.I)FT = 25.455.1.
94'-O' COR-A-VENTS • 6.15 S.I)FT = 63456.1.
TOTAL PROVIDED = 1,819.45 S.I.
F�
O
J�
O
coon�w
~
Q
elf
U
•
>
z
a_
w
a.i
Q)
q
O
0
R
� O
o O
CEIV D
•
W
Q
"rram^^
v1
•
•
•
•
•
N
CITY OF EDMONDS
DEVELOPMENT SERVICES
�r 4¢ _4
N
o �
Q
�WN �
c1lo w
law w
RFOOF�^
54' MIN � �
12" 42" MIN q N MAX 39'-41' Lol
�)
J
/ 2 3/4' W
I-1/2' MIN
FJ x -q -
x � m z a -CIA
N
Q - - - -o O
ctl
z n, � e Sao
m ``' o "' \
TOILET SEAT COVER DISPENSER LAVATORY DISPENSER/WASTE DOOR SPECIFIED
RECEPTACLE PER PLANS
W �
5 4�
N5 q�
c MOUNTING HEIGHTS DIAGRAM k °o q
O
A NTS
Q
P 0
(N) 36' GRAB BAR PER 0
� o W
ICC/ASNSI REQUIREMENTS
3 7 MAX M �,
�✓ \ N N �
4
6 o W w
(N)18' GRAB BAR PER �' i '� F--� O 0.
ICC/ASNSI REQUIREMENTS D ; �C
ICC/ANSI SECTION 6043 60' MIN WIDE CLEARANCE , �--� _ 0 W
8 2 9 PERP FROM SIDE WALL AND 56' MIN DEEP CLEARANCE 4 4 O v
PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN THIS •
a CLEARANCE 3,41 1 3
0 11 1 ATE UNDERSINK PIPES I A4
rrTTl� •
N (N) DOOR PER PLAN SHEET VINYL FLOOR TO RUN CONT UP 4 ONTO 2 [--� �?i
oWALLS MIN 6 FOR COVE BASE 5 Cn Q o W
N
1 co F2_1
q
----L--I------------------- > U
W �
Q
(N) IS' CxRAB BAR PER u 'L[) ~
a z
ICC/ASNSI REQUIREMENTS ------ 9 � � • O
�----------------- --- U W
o > w
a (N) 42' CRAB BAR PER � 6cn
�' ICC/ASNSI REQUIREMENTS 3 / 601 `\04
z w
w '1' 8 �'�'o(/Na w v W
V)
M W
Z FRP WAINSCOT, TYP ;
o VINYL COVE BASE TYP
0 F3_1F4_1 W
z q
Q
J
0-
0
0
04
1-11
B RESTROOM INTERIOR ELEVATIONS SINGLE H AN DI -CAP STALL
o �.4NTS �.4SCALE: 1/2' = 1'-0"
w
m
X :To �
R CESep 28 IV D
Z
CITY OF EDMONDS
DEVELOPMENT SERVICES
LL
RESTROOM FI XTU SCHEDULE
ITEM
DESCRIPTION
MFR STYLE
QtY
Ol
HANDICAP MOUNTED FLUSH V TOILET (BOWL � TANK)
PER OWNER
1
O
WALL MOUNTED LAV
PER OWNER
1
O
GRAB BA RIzONtAL � VERTICAL PER ICC/ASNSI REQUIREMENTS)
PER OWNER
1
O
t SEAL DISPENSER
PER OWNER
1
WALL MOUNTED SOAP DISPENSER
PER OWNER
1
O
TOWEL pfSPENSER/I.UAStE RECEPTACLE
PER OWNER
1
O
IS'x24' MIRROR
PER OWNER
1
OS
TOILET PAPER DISPENSER
PER OWNER
1
O9
RESTROOM FAUCET SET (LEVER STYLE)
PER OWNER
1
10
NOT USED
PER OWNER
1
11
OPEN FRONT SEAL FOR WATER CLOSET
PER OWNER
1
12
FLOOR DRAIN
PER OWNER
1
rr\
q
rr \\
W
^^
o0
I
�r 4¢ -4
N
o �
Q
�wN �
� w
W
0
w
J
v1
[[O o O
1 M !�
ACOUSTICAL
N CEILING TILE
SEISMIC BRACE — t�
PER U.B.C. l2'x4') W
STANDARD 25-2 C Lr�
NOTE:
PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 12' O.C. BOTH 6'-0' 12'-0' MAX.
WAYS WITH NO 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. THE HORIZONTAL RESTRAINT MAX. B
POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12'-0' O.C. IN
BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6'-O' FROM EACH WALL. TO FACILITATE o •
INSTALLATION MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER Q�
MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS WALL
MAINTAINED At THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL
STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING At 12'-0' O.C. MAXIMUM.
ACCOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808
�� M
NON-COMBUSTIBLE STRUT CAPABLE OF
RESISTING VERTICAL COMPONENTS INDUCED _
BY BRACING WIRES. FASTEN SECURELY TO TYPICAL SEISMIC BRACING FOR SUSPENDED
STRUCTURE ABOVE ACCOUSTICAL CEILING GRID SYSTEM D
o W
12 GA VERT WIRE (TYP) O v
a 12 GA VERT HANGER WIRE Q 8 MAX 8 MAX
15 = .c •
o 4'-0' O.C. BOTH WAYS � 3 TURNS MIN (TYP)
O �w
N MAIN RUNNER OR CROSS TEE
`0,' 450 LATERAL FORCE BRACING 4 EA Q o W
N 12 GA WIRE SECURED TO MAIN R W/IN
rn 2' OF CROSS TEE INTERSE 4 SPLAYED U
450 90' FROM EA OTHER' ' O.C. IN BOTH Q O
DIRECTIONS W/ FI INT W/IN 4'-0' FROM
EA WALL ~
PROVIDE 1/2' SPACE OPP WALL Q
w
N
NNER ACCOUSTICAL TILE
W
Q � z
oCROSS TEE WALL ANGLE l2' MIN PER CODE) 0 w •
w ATTACH MEMBER 9 PERIMETER 4 UNIT 9631 UNIT 9625 UNIT 9619 UNIT 9613 W v W
Z TWO ADJACENT WALLS ONLY NO WORK NO WORK NO WORK o
0 M
z
<
q
0
("A SUSPENDED CEILING BRACING REFLECTIVE CEILING PLAN & 2ND FLOOR
Z �21NTS SCALE: 1/4' = 1'-0' SEE LIGHTING SCHEDULE ON A2.0 FOR BAL OF INFO �
a
J
0-
0
0
0
N
O ON
CA
o
O
N o w
X Q�
R CEIV D
Z
Sep 28 CITY OF EDMONDS
DEVELOPMENT SERVICES
LL
rr\
rr \\
w
^^
I
a
0
00
0
00
0
0i
91
m
0
X
0
Z
N
TYPICAL ROOF CONSTRUCTION:
(N) DIMENSIONAL COMP ROOFING W/ (N) 30# BLDG PAPER OVER
(N)1/2' NOM PWD/OSB SHTG OVER (N)1x12 SHTG -OR- (N) 3/4' T4G NOM
PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS • IV O.C.
TYPICAL CEILING CONSTRUCTION:
(E) 2x6 CEILING JOISTS • I6' O.C. W/ R-49 BLOWN -IN
INSULATION W/ (E) GCB TO UNDERSIDE OF CEILING JOISTS -
PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT
CHANNEL WHERE GCB FINISHES REPLACED
(E) 2x BLKG W/ 3-(N) 2'0 SCREENED
HOLES EVERY OTHER BAY
(E) SOFFIT - TYR UNO
(E) 2ND FLR BALCONY —
NO WORK
(E) ALUMINUM GUARDRAILS - TYR UNO
(E) TILES OVER (E) CONIC
(E) ASPHALT
(E) 2x4 EXTERIOR WALL CONSTRUCTION (UNIT 9625 4 9623):
(E) WOOD -LAP SIDING OVER (E) BLDG PAPER OVER (E)1/2' NOM
PWD SHTG OVER (E) 2x4 STUDS a 16' O.C. W/ (E) INSULATION W/
(E) GWB TO INTERIOR
(E) OFFICE 3
SMOKE SEAL 4 PAINT
UNIT 9619
of
(E) KITCHEN
(N) INTERIOR FINISHES
UNIT 9621
(E)KN) COLLAR TIES 4 (E) RIDGE
SPLINE PER STRUCT
(E) 2x4 CRIPPLE WALL OVER
(E) 6x12 (FF) BM PER STRUCT
TYPICAL (E)1HR PARTY WALLS:
(E) 2x4 WOOD STUDS • 16' O.C. W/
(N) 3-1/2' GLASS FIBER GLASS INSULATION
4 (E) GWB 6 UNIT %19 4 (N) 5/8' TYPE 'X' GWB
9 UNIT 9625
(E) 2x4 EXTERIOR WALL CONSTRUCTION (UNIT 9621):
(E) WOOD -LAP SIDING OVER (E) BLDG PAPER
OVER (E)1/2' NOM PWD SHTG OVER (E) 2x4 STUDS
• IV O.C. W/ (N) R-15c UNFACED GATT INSULATION W/
(N) 5/8' TYPE 'X' GWB 4 I -PERM PVA PAINT TO INTERIOR
KLING FINISHES
9623
(E) 50G
0
(E) OPEN OFFICE SPACE
(N) INTERIOR FINISHES
UNIT 9625
(E) OOD STUDS • 16' O.C. W/
iOM'GWB EA SIDE
(E) 2x4 CRIPPLE WALLKN) SW
PER STRUCT
(E) FLOOR CONSt ON:
(N) FLOOR C GS (PER OWNER/CONTR) OVER
(E)1-1/2' TOPPING OVER (E) lx12 FLOOR SHTG OVER
(E) 2 OOR JOISTS SPCD 12' O.C. W/ (N) 5/8' TYPE 'X' GCB
0 lN)1/2' RESILIENT CHANNEL • UNDERSIDE OF JOISTS
(E) FLOOR CONSTRUCTION:
(N) FLOOR COVERINGS (PER OWNER/CONTR) OVER
(E)1-1/2' CONC TOPPING OVER (E) IA2 FLOOR SHTG OVER
(E) 2x12 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/6' TYPE 'X' GCB
OVER (N)1/2' RESILIENT CHANNEL im UNDERSIDE OF JOISTS
(E) INTERIOR WALLS (UNIT (3623)
(E) 2x4 WOOD STUDS m 16' O.C. W/
(E) GWB EA SIDE
BUILDING SECTION
SCALE: 3/8" = 1'-0'
(E) DINING RM
(N) INTERIOR FINISHES
UNIT 9621
(E) BRONZING AREA
(N) CEILING FINISHES
UNIT 9623
WHERE (N) BLKG
3-(N) 2'0 HOLE5i
PLED, PROVIDE
VENTING
(E) WOOD -SOFFIT TO UNDERSIDE
OF (E) CEILING JOISTS - TYR UNO
(E) WRAPPED POST 4 BM -
TYP UNO
(E) 2ND FLR BALCONY
NO WORK
(E) WALKWAY CONSTRUCTION:
(E) 4' CONIC TOPPING OVER (E) SHTG
OVER (E) FLOOR JOISTS W/ (E) SOFFIT
TO UNDERSIDE OF JOISTS
°
(E) EXTERIOR BELOW GRADE WALLS CONSTRUCTION:
(E) GWB • INTERIOR OVER (E) 2x4 STUDS • 16' O.C. W/
(E) INSULATION OVER (E) (o' CONC BASEMENT WALL
N
Qo
N
0
I
CITY OF EDMONDS
DEVELOPMENT SERVICES
9E�_
•
•
TYPICAL ROOF CONSTRUCTION:
(N) DIMENSIONAL COMP ROOFING W/ (N) 300 BLDG PAPER OVER
(N)1/2' NOM PWD/OSB SHTG OVER (N) lxl2 SHTG -OR- (N) 3/4' T4G NOM
PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS 6 16' O.C.
TYPICAL CEILING CONSTRUCTION:
(E) 2x6 CEILING JOISTS @ 16' O.C. W/ R-49 BLOWN -IN
INSULATION W/ (E) GCB TO UNDERSIDE OF CEILING JOISTS -
PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT
CHANNEL WHERE GCB FINISHES REPLACED
TYPICAL (E) 2x4 EXTERIOR WALL CONSTRUCTION:
(N) COMP SIDING PER OWNER/CONTR OVER (N) 300 BLDG PAPER
OVER (N)1/2' NOM PWD/OSB SHTG OVER (E) lx8 SNIP -LAP SHTG
OVER (E) 2x4 STUDS 6 IV O.C. W/ (N) R-15c UNFACED BATT
INSULATION W/ (N) I/2' GWB d 1-PERM PVA PAINT TO INTERIOR
(E) 2x4 STUDS 6 IV O.C. W/ (N) 3-1/2' GLASS FIBER INSULATION 4
2-(N) LAYERS OF 5/8' TYPE 'X' GWB 6 UNIT 9627 WHERE GWB
REPLACED 4 2-(E) LAYERS OF GWB 9 ADJACENT UNITS
I�
0
.,
v--
WOOD STUDS 9 16' O.C. Wl
kYPE 'X' GWB a ATTIC SIDE
(E) 6xl4 BM - NO
Na
-.44, RECEPTION
PAINTNa
SMOKE SEAL 4
UNIT %31
(E) STAIRS
(N) CLG FINISHES
UNIT %21
. I T °
(E) OPEN OFFI
(N) INTERIOR FINISHES
UNIT 9625
TYPICAL (E)1HR PARTY WALLS:
(E) 2x4 WOOD STUDS G 16' O.C. W/
(N) 3-1/2' GLASS FIBER GLASS INSULATION
4 (E) GWB m SIDE OF UNITS 9631 4 9619 4
(N) 5/8' TYPE 'X' GWB a UNIT 9625 SIDE
(N) FLOOR CONSTRUCTION:
(N) FLOOR COVERINGS (PER OWNER/CONTR) OVER
(E)1-1/2' CONIC TOPPING OVER (E) lxl2 FLOOR SHTG OVER
(E) 2x10 FLOOR JOISTS SPCD 12' O.C. Wl (E) GCB TO UNDERSIDE
OF JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2'
RESILIENT CHANNEL WHERE GCB FINISHES REPLACED
UNIT 9621
110
PA
(E) OFFICE
(N) CEILING FINISHES
Wli 9621 Wli 9623
(E) SOG
CE AREA
(E) FRONT OFFICE
SMOKE SEAL 4 PAINT
UNIT 9619
(N) FLOOR CONSTRUCTION:
(N) FLOOR COVERINGS (PER OWNER/CONTR) OVER
(E)1-1/2' CONIC TOPPING OVER (E) IA2 FLOOR SHTG OVER
(E) 2xl2 FLOOR JOISTS SPCD 12' O.C. W/ (E) GCB TO UNDERSIDE
OF JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2'
RESILIENT CHANNEL WHERE GCB FINISHES REPLACED
(E) STORAGE
� NO WORK
BMA �Ir �1,
TY� fARTT WALL -
BUILDING SECTION
5C:ALE: 3/8' = 1'-0'
•
•
•
•
•
•
I
CITY OF EDMONDS
DEVELOPMENT^ SERVICES
2-(N) 5/8' TYPE 'X' GWB EA SIDE
uo//
OF(N)CHASE
(N) KITCHEN HOOD EXHAUST DUCT
(N) SILO ETAL CHASE COVER PER (N) EXTERIOR RATED FLEX 2' CLEAR FROM
CONTR/O OVER (N) 2x4 FRAMING CAULK AROUND ZERO CLEAR (N) Fly" IG
• 12' O.C. W/ PERS AS RQD FOR DUCT PENETRATION PER CONTR
ADEQUATE SL FOR DRAINAGE
WALLS W/
I�PER CONTR
(N) WOOD -LAP SIDING TO MATC R
(N) 300 BLDG PAPER OVER (N)1/2
PWD/OSB SHTG OVER (N) 2x4 STUDS
(N) 26GA GALV FLASHING
(N) DIMENSIONAL COMP ROOFING OVER
(N) 300 BLDG PAPER OVER (N) 3/4' NO
PWD/OSB (SOLID) SHTG OVER (N)1/2' Nc
PWD/OSB SHTG 4 (N)/(E) 2x6 RAFTERS
Is 16' O.C.
2 -(N) LAYERS OF 5/8' TYPE 'X' GWB
EA SIDE OF (N) CHASE
ATTIC
(N) 2x4 CHASE WALL W/
FRMG PER CONTR
(N) WOOD -LAP SIDING TO MATCH OVER
(N) 300 BLDG PAPER OVER (N)1/2' NOM
PWD/OSB SHTG
(N) 26GA GALV FLASHING
(N) DIMENSIONAL COMP ROOFING OVER
(N) 300 BLDG PAPER OVER (N) 3/4' NOM
PWD/OSB (SOLID) SHTG OVER (N)1/2' NOM
PWD/OSB SHTG 4 (N)/(E) 2x6 RAFTERS
• �titer_
2-(N) LAYERS OF 5/8' TYPE 'X' GWB
EA SIDE OF (N) CHASE
SO
�� ATTIC
(N) 2x4 CHASE WALL
FRMG PER CONTR
(E) GCB W/ ISOLATED REPAIRS TO MATCH (CTV)
(N) 5/8' TYPE 'X' GCB OVER
(E) GWB W/ ISOLATED REPAIRS TO MATCH (CTV) lj�Ly, (N)1/2' RESILIENT CHANNEL
a • CLG/ROOF
o21
.A
00 UNIT 96 1]
0
N
0
0
91
m
0
X
0
z
N
LL
(E) 2x4 CHASE WALL PER PLANS
(E) GWB W/ ISOLATED REPAIRS TO MATCH (CTV)
(E) 2x10 FLOOR JOISTS • 12' O.C.
(E)1-1/2' CONC TOPPING OVER -
(E) lxl2 FLOOR SHTG
(N) 5/8' TYPE 'X' GCB OVER
(N)1/2' RESILIENT CHANNEL
6 2ND FLOOR
OF 5/8' TYPE 'X' GWB
2-(N) LAYERSNCE
YPE 'X' GWB
EA SIDE OF (N(E) 2x10 FLOO
(E)1-1/2' CONIC TOPPING
(E) IA2 FLOOR SHTG
' O.C.
(N) 5/8' TYPE 'X' GCB OVER
(N)1/2' RESILIENT CHANNEL
2-HR FIRE -RATED CHASE
NTS
Lu
U
z
M
(N) 2x4 KITCHEN HO SST
DUCT CHASE
(E)1-HR RATED SEPARTION
SEE DTL 5/A32
2-HR FIRE RATED CHASE
NTS SHOWN • 2ND FLOOR
(E) 2x6 CEILING JOISTS s
(N) 5/8' TYPE 'X' GWB Ole
(N)1/2' RESILIENT CHANNEL
1-HR FIRE -RATED ROOF/CEILING
NTS GA FILE NO. RC 2603 (MODIFIED FOR (E) CONSTRUCTION)
RAP INTERIOR OF 1-HR RATED
ASSEMBLY PENETRATION CAVITIES
W/ (2) LAYERS OF 5/8' TYPE 'X GWB
AS SHOWN
EXHAUST FANS, PIPES, DUCTS ETC
RAP INTERIOR OF FLOOR
PENETRATION CAVITIES W/
(2) LAYERS OF 5/8' GWB
TYPE 'X' AS SHOWN
PENETRATION
(N) 2x BLKG AS RQD
(E) 2x FLOOR JOISTS
PER PLAN
(N) 5/8' TYPE 'X' GCB OVER
(N)1/2' RESILIENT CHANNEL
FIRE -RATED CEILING PENETRATIONS
NTS
(E)1-1/2' GYPCRETE 0"'
(E) IXI2 FLOOR SHTG
(N) 5/8' TYPE 'X' GWB ... �.
(N)1/2' RESILIENT CHANNEL
)OR JOISTS • 12' O.C.
2-HR FIRE -RATED FLOOR
NTS GA FILE NO. FC 5110 (MODIFIED FOR (E) CONSTRUCTION)
(E) GWB - NO DAMAGE
2-(N) LAYERS OF 5/8' TYPE e
,� 1^
(E)SEgol`L` ` ANS
PRO
WPPM LAYER 5/8' GWB VERT
PWI`fdP5 • MIN INTERVALS OF 10'-0'
SECURELY FASTENED IN PLACE PER
2015 IBC SECTION 11822 - TYP • ALL
PARTY WALLS - EXTEND THRU
CONCEALED SPACES 9 ATTIC
PROVIDE MINERAL FIBER INSUL IN LIEU
OF GWB a SEPARATION WALLS BETWEEN UNITS
2-HOUR FIRE -RATED SEPARATION WALL
NTS
GA FILE NO. WP 4136
(N) 5/8' TYPE 'X' GWB EA SIDE
(E) SEPARATION WALL PER PLANS
PROVIDE (1) LAYER 5/8' GWB VERT
FIRESTOPS IS MIN INTERVALS OF 10'-0'
SECURELY FASTENED IN PLACE PER
2015 IBC SECTION 11822 - TYP • ALL
PARTY WALLS - EXTEND THRU
CONCEALED SPACES 9 ATTIC
PROVIDE MINERAL FIBER INSUL IN LIEU
OF GWB 9 SEPARATION WALLS BETWEEN UNITS
1-HR FIRE -RATED SEPARATION WALL
NTS GA FILE NO. WP 3645
(N) 5/8' TYPE 'X' GWB
(E) WOOD -LAP SIDING OVER
(E) BLDG PAPER OVER (E)1/2' PWD SHTG
1-HR FIRE -RATED EXTERIOR WALL
NTS GA FILE NO. WP 6105 (MODIFIED FOR (E) CONSTRUCTION)
CITY OF EDMONDS
DEVELOPMENT SERVICES
•
•
•
OWN