APPROVED RESUB1 BLD2022-0641+ARCHITECTURAL Plan+6.21.2022_7.56.35_AM+2943573100
0
10
LOCATION OF
PROPERTY
Elm -MM1M1 MEN- Mom ommmirmml
■ (.51 _
r � f
7
z _
nil
N-
%4
VV
o
■
'I '1
.
1
r�
o
Z
L
1
z
--
LLI
M
0
=
w016.
0
C)
C)
PROJECT OWNER:
CONNECT INTEGRATIVE MEDICINE
ESTATES-
ADDRESS:
21616 76TH AVE
EDMONDS, WA, 98026
PROJECT:
ENTRY DOOR ADDITION
SUITE #209
Lwwl
� ES
1
■
PH 2 f 2 � 3
SITE PLAN
SCALE: 1 /64" = 1 '-0"
CONTRACTORS:
QuaITM
- 206-486-2586
bob@qualtm.com
SITE PLAN
SHEET NO. 00 I SC. AS SHOWN
05/03/22
26
U NN E 1
■ i - ■ ■i
■, ■ ■ 1 1 � G ■ ■ i 4 � _ ■ S 1 ii
• PROJECT DESCRIPTION:
• TYPE:
• ADDRESS:
• TOTAL AREA OF BUILDING:
• TOTAL AREA OF SUITE 209:
• PARCEL NUMBER:
• PROPERTY DESCRIPTION:
• BUILDING CODE:
• CONSTRUCTION:
• TABLE 1004.1.2
• TABLE 1006.3.2(2)
75 FT
• SECTION 1017.2
TENANT IMPROVEMENTS TO SUITE 209
COMMERCIAL BUILDING (MEDICAL)
21616 76TH AVE WEST, SUITE 209, EDMONDS, WA
98026
3.06 ACRES
1,280 SQ FT
00461000100101
SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NE
HADLEYS ACRES BLK 001 D-01 - SEGD FOR TAX
PUPOSES ONLY LOTS 1, 2, 3 TGW E 60 FT LOT 4 SD
PLAT LESS 1,396 SQ FT OF MEDOFF BLDG FOR DOR
EX ON00461000100102 PER ST OF WA REG#09732-003
IBC 2018
TYPE V B WOOD FRAME
OCCUPANT LOAD: OFFICE 150 SF GROSS:
SUITE 209 13280 SF/150 SF = 9
MAX OCCUPANT LOAD WITH ONE (1) EXIT/GROUND
FLOOR = 49
MAX COMMON PATH EGRESS TRAVEL DISTANCE _
MAX ACCESS TRAVEL DISTANCE, 200 FT (ACTUAL IS
74'=2")
QETTATA101014[•011603
I
01
00 SITE PLAN
01 GENERAL NOTES
02 FLOOR PLAN OF ALL UNITS C
03 EXISTING FLOOR PLAN C
04 PROPOSED FLOOR PLAN to
05 SECTIONS AND DETAILING
01, � z
Approved by Fire
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
06/01/2022 AFM /CFI tte er
City Of Edmonds
Building Department
Work REMODEL
Address 21616 76TH AVW #209
---------------------------------------------------
Owner EDMONDS MEDICAL
--------------------------------------------
Approved Date 06/27/2022
Building Official Erg C,�
Permit Number BLD2022-0641
0 c�
MON11- ti
iMOtn E"J'r'@ �►��
EXP. 01 /28/2023
DATE: 06/08/2022
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
G
H
1 1 10 1 11 1 12
STRUCTURAL NOTE & CONSTRUCTIONS CRITERIA:
1. THE DESIGN IS BASED ON CODE REQUIREMENTS IBC2018, IRC2018, AISI 2007 COLD FORM DESIGN.
2. THE MINIMUM ROOF DEAD LOAD WAS ASSUMED 6" CONCRETE DECK WITH 150 PCF UNIT WEIGHT AND
MINIMUM 25 PSF SNOW LOAD
3. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE
SPECIFICALLY DETAILED OR NOTED OTHERWISE ON THE DRAWINGS.
4. RESOLVE ANY CONFLICTS ON THE PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION. DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWINGS. HOWEVER, ANY
SIGNIFICANT CONFLICTS SHOULD BE RESOLVED AS NOTED.
5. STRUCTURAL DIMENSIONS CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION AND/OR FABRICATION. ALL ELEVATIONS AND DIMENSIONS
OF EXISTING AND NEW STRUCTURES SHOWN ON THE DRAWINGS ARE BASED ON LIMITED FIELD
VERIFICATION OF AS -BUILT DIMENSIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
ELEVATIONS REGARDLESS OF DIMENSIONS AND ELEVATIONS.
6. THE STRUCTURAL ANALYSIS AN DESIGN OF THIS PROJECTS IS BASED ON THE ASSUMPTIONS THAT
THE EXISTING STRUCTURAL COMPONENTS SUCH AS METAL STUDS, WOOD FRAMES AND FOUNDATION
ARE IN SOUND CONDITIONS AND IN ACCEPTABLE INTEGRITY AND ENGINEER IS NOT IN CHARGE IF
THERE IS ANY EXISTING DEFICIENCIES ON THESE STRUCTURAL COMPONENTS.
7. IF CONTRACTOR OBSERVED ANY SIGNIFICANT STRUCTURAL DEFICIENCIES DURING THE
CONSTRUCTION, THIS SHOULD BE BROUGHT TO THE ATTENTION OF ENGINEER
8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS.
9. ALL APPLICABLE REQUIREMENTS OF THE WASHINGTON CONSTRUCTION AND GENERAL INDUSTRY
SAFETY ORDERS, THE OCCUPATIONAL SAFETY AND HEALTH ACT AND THE CONSTRUCTION SAFETY
ACT SHALL BE MET.
10.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND
NECESSARY SUPPORT TO ACHIEVE THE FINISHED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING AND ENFORCING ALL CONSTRUCTION LOAD LIMITS ON THE STRUCTURE.
11.ALL NAILS SHALL CONFORM TO ASTM F1667. ALL NAILING SHALL BE WITH COMMON WIRE NAILS OR
APPROVED EQUAL. ALL NAILING SHALL BE POWER DRIVEN FASTENERS MEETING THE REQUIREMENTS
I.C.C. ESR-1539 OR APPROVED EQUAL. ALL NAILS AND FASTENERS IN PRESSURE TREATED OR FIRE
RETARDANT WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL , STAINLESS STEEL , SILICON BRONZE,
COPPER, OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE TO MEET THE REQUIREMENTS
OF I.B.C. SECTION 2304.9.5. NAILS SPECIFIED BY PENNYWEIGHT SHALL HAVE THE FOLLOWING
MINIMUM PROPERTIES:NAIL SIZES SPECIFIED HERE AND ON MANUFACTURE TABLES ARE ACCORDING
TO FOLLOWING TABLE:
SIZE LENGTH DIAMETER BENDING YIELD STRENGTH
6d 2" 0.113" 100,000 PSI
8d 2-1 /2" 0.131911 1003000 PSI
10d 3" 0.148" 909000 PSI
12d 3-1/2" 0.148" 90,000 PSI
16d 3-1/2" 0.162" 907000 PSI
12.ALL SCREWS SHALL HAVE MINIMUM NOMINAL SHEAR STRENGTH OF 42.85 KSI AND 40.84 KSI AS
TENSILE STRENGTH.
PROJECT OWNER:
CONNECT INTEGRATIVE MEDICINE
ADDRESS:
21616 76TH AVE
EDMONDS, WA, 98026
PROJECT:
ENTRY DOOR ADDITION
SUITE #209
CONTRACTORS:
QuaITM
206-486-2586
bob@qualtm.com
SITE PLAN
SHEET NO. 01 I SC. AS SHOWN I 05/03/22
13. WOOD: SAWN LUMBER FRAMING: LUMBER SHALL COMPLY WITH THE LATEST EDITION OF GRADING
RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WES COAST LUMBER INSPECTION
BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH GRADE MARK OF AN APPROVED LUMBER
GRADING AGENCY. ALL WOOD COMPONENTS WITH ANY DIMENSIONS SUCH AS JOISTS, BEAMS,
LEDGER AND TOP PLATES, STUDS AND POSTS SHOULD BE (DOUGLAS FIR) DF. NO.2 EXCEPT
OTHERWISE NOTED.
14.ALL CONNECTIONS AND SIMPSON TIE FASTENERS SHALL BE PERFORMED COMPLY WITH THE
GUIDELINE AND REQUIREMENTS PROVIDED BY MANUFACTURER.
15.ANY NEW METAL STRUCTURAL PIECE USED IN CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISI
S100-16.
16.THE NEW METAL STUDS, HEADERS AND TRACK SHALL HAVE MINIMUM 33 KSI YIELD STRENGTH.
17.THE NEW STUDS USED IN CONSTRUCTION SHALL BE SIMILAR TO EXISTING STRUCTURE AND
CONTRACTOR SHALL VERIFY ON FILED BEFORE ANY CONSTRUCTION STARTED.
18.THE HEADER AND TRACK SIZE SHALL BE ACCORDING TO THE NOTATIONS SPECIFIED ON DRAWING
AND ANY CONFLICT OF SIZE BETWEEN NEW AND EXISTING PIECES SHALL BE BROUGHT UP TO
ATTENTION OF ENGINEER.
19.METAL DOOR SPECIFICATIONS AND HARDWARE AS FOLLOW:
A.SINGLE HOLLOW METAL DOOR 3 FT WIDTH, 6'-8" HEIGHT 3 PIECE KNOCKDOWN, 6-3/4" DEPTH, 5-3/4"
THROAT, 16 GAUGE, GALVANEAL, RIGHT HAND, STEEL CRAFT HINGE
B. APPLY 3 HOUR FIRE RATE LABEL TO DOOR
C. HARDWARE WOULD BE LEVERSET, CLOSER AND DEADBOLT
D. PREPARE THE FRAMING FOR DEADBOLT
E. USE 6"X27" METAL LITE, GREY, 4" FIRE GLASS, 180 MIN FIRE RATED, INSTALLED IN DOOR -DOOR
INSERT
F. HINGES: NON -REMOVABLE PIN, 4-1/2"X 4-1/2", BALL BEARING, 26D (075049)
G.ENTRY LEVER LOCK, GRADE 2, FRONT DOOR, KEYED, 2-3/4" BACKSET, SCHALGE C CONVENTIONAL
KEYWAY, US26D (129648) HARDWARE
H. THUMBTURN: SINGLE CYLINDER DEADBOLT, INSIDE THUMB TURN, OUTSIDE KEYED, US32D,
LIFETIME WARRANTY HARDWARE
I. CLOSER: DOOR CLOSER, GRADE 1, ALUMINUM HARDWARE
J. KEY LOCKS ALIKE: KEY ALL LOCKS ALIKE, LEVERSET AND DEADBOLT HARDWARE
K. KICK PLATE: KICK PLATE IS 8"X34", US32D (051954) ACCESSORIES
L. FLOOR STOP: FLOOR STOP IS 243F7 26D (052150) ACCESSORIES
M.WALL STOP: 236W, 32D (053239)
GJl ORI3
I
4 �ti
U]
t
-' S,ONr t
iMOtn C'r'®r6,qyii
EXP. 01 /28/2023
DATE: 06/08/2022
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I
01
E
F
G
H
1 1 10 1 11 1 12
FLOOR PLAN OF
SCALE: 3/32" = 1'-0"
ADDRESS:
PROJECT OWNER: 21616 76TH AVE
CONNECT INTEGRATIVE MEDICINE EDMONDS, WA, 98026
PROJECT:
ENTRY DOOR ADDITION
SUITE #209
CONTRACTORS: FLOOR PLAN OF ALL UNITS
QuaITM
Zf! 206-486-2586
bob@qualtm.com SHEET N0. 02 SC. AS SHOWN 05/03/22
SUIT 209
LOCATION OF
NEW DOOR
OPENING
0-�IOR8'47
I
• • T G j,
�w o
r,
/�j�, RFGISTC� �yti�
S1o\Nk -
EXP. 01 /28/2023
DATE: 06/08/2022
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EMI
is i
NMI
IE
IF
IG
IH
1 2 3 4 5 6 7 8 9 10 11 12
9-11 3/4
„ A
OFFICE
EXAM 3 B
11'-2 3/4"
ti
C`M
LIT —
WAITING
ROOM 1
co EXAM 2
CD
E
co
EXAM 1
Lo N
C-0
WAITING
ROOM 2
RECEPTIONS
11'-5" 0 9'-11 "
m
now low am
OFFICE
GiAORR3 N
9'-8 7/8"� .I
ago7 7 �w
U]
r H
s10Nr
iMOtn
FLOOR 209 EXP. 01/28/2023
EXISTING
PLAN DATE: 06/08/2022
SCALE: 3/8" = 1'-0"
ADDRESS: CONTRACTORS:
PROJECT OWNER: 21616 76TH AVE EXISTING FLOOR PLAN RESUB
CONNECT INTEGRATIVE MEDICINE EDMONDS, WA, 98026 QuaITM
Jun 21 2022
DMONDS
PROJECT: 206-486-2586 CILOPMTY OF ETSERVI
DEVELOPMENT SERVICES
ENTRY DOOR ADDITION bob@qualtm.com SHEET NO. 03 SC. AS SHOWN 05/03/22 DEPARTMENT
SUITE #209
2
3
MA
5
70;
700
12
NEW DOC
OPENING
Clearances in
accordance with
ANS1117.1-09 shall
be maintained.
Opening to
maintain
corridor
rating where
required.
PROJECT OWNER:
CONNECT INTEGRATIVE MEDICINE
PROPOSED FLOOR PLAN OF UNIT 209
SCALE: 3/8" = 1'-0"
ADDRESS: CONTRACTORS:
21616 76TH AVE
EDMONDS, WA, 98026 QuaITM
PROJECT: 206-486-2586
ENTRY DOOR ADDITION bob@qualtm.com SHEET N0.
SUITE #209
PEOPOSED FLOOR PLAN
04 I SC. AS SHOWN I 05/03/22
GV10R13,4�
o� W As11I�
I
T G>,
Ss,o�NA-
iMOtn C'�0 Vl�
EXP. 01 /28/2023
DATE: 06/08/2022
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
N
I
u
E
F
G
H
1 1 4 1 5
no
7
12
EXISTING
WITH STEI
STUD, STE
STUD SIZE
BE FILED
VERIFIED
EXISTING STUD,
Cl 1 7 C T!l o C
SECTION KA
SCALE: 1 /2" = 1'-0" 04105
NOTE S:
1. IF METAL HEADER IS USED STUD IS DOUBLED BACK-TO-BACK STEEL STUD
550S 162-68 GRADE 33 KS
2. THE COMMERCIAL METAL DOOR SHALL BE 36" WIDE AND 80" HIGH WITH
MINIMUM 18 GAUGE METAL WITH 3 HOURS FIRE RATED AND 14 GAUGE
FOR TOP AND BOTTOM CHANNELS AND SHALL MEET OR EXCEEDS
STANDARDS FOR ANSI 250.4 AND ANSI 250.8
2-CLIP)
LEG, O�
STUDS
USI
PEI
I
NOTE: PERFORM SIMILAR DETAIL FOR OTHER SIDE OF HEADER
DETAIL -METAL HEDER OPTION
SCALE: 3" = V-0"
PROJECT OWNER:
CONNECT INTEGRATIVE MEDICINE
ADDRESS:
21616 76TH AVE
EDMONDS, WA, 98026
PROJECT:
ENTRY DOOR ADDITION
SUITE #209
-w
USE CMSTC16
SIMPSON-TIE
STRAP 8" LONG
ON BOTH SIDES,
USE #8 SCRE
TO CONNECT
METAL STUD
NAIL FOR
LUMBAR
CONNECTIOf
USE
PER
U�
A�
r) wo u17�An17!o
NOTE: PERFORM SIMILAR DETAIL FOR OTHER SIDE OF HEADER
CONTRACTORS:
QuaITM
206-486-2586
bob@qualtm.com
DETAIL -LUMBER HEDER OPTION
SCALE: 3" = l'-0"
SECTIONS AND DETAILING
SHEET NO. 05 I SC. AS SHOWN
TWO METAL
SCREW -4Q/;:;N"IC7
WALL
INSULATION, T'
DOUBLE STEEL
MINIMUM 362S1 (
GRADE 33 ATTAI
BACK-TO-BACK
05/03/22
2-METAL
#8 @ 12"
CLIP ANG
GAUGE 1 E
LEG, SEE
SECTION tl"O*A
SCALE: 6" = 1'-0"
IAICII I I\ACTAI
HEADER TRACK,
362T150-54
GRADE 33
=ADER
MBERS,
OS162-54
BADE 33,TYP
2-METAL
#8 @ 12"
INFILL METAL
ANCHOR SCREW
BETWEEN DOOR
AND JAMB
DOOR STEEL
FRAME
)OR FRAME
:TUP
LEL TRACK
Gj-lORf3 q�I
`� o� WASI�Ih
r
Ss,ONr'Lr
i.,x, C'� P P w iq✓11
EXP. 01 /28/2023
DATE: 06/08/2022
HEADER TRACK,
362T150-54
GRADE 33
DEADER 2-2X8
-IF#2
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I
01
E
F
G
H