APPROVED BLD BLD2022-0699+Architectural_Plan+5.27.2022_8.01.37_AM+2897421M :EPEW
10
LEGAL DESCRIPTION
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., LYING
WESTERLYOF NORTHERN PACIFIC RIGHT-OF-WAY;
ALSO, THAT PORTION OF GOVERNENT LOT 1 IN SECTION 9, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.M LYING EASTERLY OF BOUNDARY OF
FACTORIA-WILBURTON COUNT ROAD AND WESTLY OF THE WESTERLY BOUNDARY OF NORTHERN PACIFIC RIGHT-OF-WAY.
PER RECORD OF SURVEY DATED DECEMBER 1981 PREPARED BY BENNETT P.S. & E., INC.
GENERAL
Hidden Meadows Condominiums, is located at 8015 196th St SW, Edmonds, WA 98026.
CODE DATA
OCCUPANCY CLASSIFICATION R-2 MULTI -FAMILY RESIDENTIAL
ZONING DISTRICT R-20 TRANSITION (SINGLE-FAMILY) W/CONDITIONS
SCOPE OF REPAIRS
The project is to replace the deck rails, sheathing, and soffits for 11 decks.
it
1.
2.
3.
4.
II.
1.
2.
if
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Demolition:
Decks:
Remove
and
dispose
of the
plywood sheathing.
Remove
and
dispose
of the
existing fascia.
Remove
and
dispose
of the
existing deck rails.
Remove
and
dispose
of the
deck soffits.
Allow the Engineer to review the exposed deck structure for rot or deficiencies.
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Decks:
Replace the existing 4x6 deck beams with new 4x8 deck beams to stiffen the
deck.
Install a 2"x6" doubler at each joist to stiffen the deck structure
Install a 211x10" doubler outside of of the beam to support new rail system
Install Strong -Tie LU-26 joist hangers at all deck joists.
Install Strong -Tie L50Z bracket at the north and south rim joist locations.
Install new 2"X10" doubler at the north and south ends of the deck structure
Install new 2"X10" rim joist with a 2"x10" doubler at the outer edge of the deck
with Strong -Tie L50Z brackets.
Install new 5/4x12 cedar fascia.
Install new 3/4" ACX sheathing.
Install new deck flashing.
Apply a new deck coating or membranes.
Install new Vista Pro rails per manufacturer's instructions.
Install the 1/2" Densglass deck soffits with new vents.
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work 11 UNITS- DECK REBUILDS
Address 8015,8017,8019196TH ST SW
Owner HIDDEN MEADOWS CONDOS
--------- -- - - ---------------------
------------------------------------
Approved Date 6/22/2022
Building Official W. W vfk c
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ALL PERMIT NUMBERS
BLD2022-0698
BLD2022-069'9
BLD2022-0700
BLD2022-0701
BLD2022-0702
BLD2022-0729
BLD2022-0730
BLD2022-0731
BLD2022-0732
BLD2022-0733
BLD2022-0735
DEPEW, Inc.
1834 SW 152nd St.
Burien, WA 98166
steve@depewinc.com
STAMP
THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE
DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE
APPROPRIATE TO SATISFY THE REQUIREMENTS OF
RCW 64.55.005 THROUGH 64.55.090.
STEVEN K. DEPEW, PE
CO
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PRINCIPAL IN CHARGE
STEVEN K. DEPEW
PROJECT TEAM
DEPEW,
REVIEWED
STEVEN K. DEPEW
DRAWN
STEVEN K. DEPEW
No dimensions should be scaled from
drawings and all dimensions and values
should be checked and verified against
field conditions. If any dimensions are
found to be incorrect or invalid, then it is
the responsibility of the user to inform the
Architect, and to obtain the correct
dimensions prior to acting upon anything
contained in these drawings. Contractor
to verify all dimensions, conditions, etc.
pertaining to the Work on site before
proceeding with the Work. Copyright
2015 DEPEW, INC. All rights reserved.
REVISION DATE
PERMIT 03.25.2022
RECEIVED
Jun 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NUMBER I SHEET NUMBER
EXISTIr
EXIS
STF
01
EXISTING 2"X10"
EXISTING DECK JO
NEW STRONG -TIE L90Z
FRAMING ANGLES (TYP;
NEW 2x10 RIM JOIST (TYP 4
NEW BEAM
'BC' POST CA
EXISTING P
A SECTION THROUGH DECK
200 / 3/411 = 1 1-011
JCTURE
NEVV D/-+ AIL
CEDAR FASCIA
(TYP)
—1/2 " DECK S
HER (TYP 2)
EXISTING JOIST
PER VISTA PRO
NG DETAIL
c \ GUARDRAIL TO RIM CONNECTION
200 / 31
1 = 1 '-011
NEW EXPOSURE
S FOLLOWS:
31 "x 2 2" @
1 >>
I /IVVLLV \I/...............................................U. 131 x 2 2 @
-IVLL L
nTNP_R qi ippORTS, FIELD NAILING (FN)..............0.131 "x 2 2" @
JTERIOR RIM JOISTS & STRUTS ....... 0.131 "x 2 2"
N
EXIST
1 APA—RATED SHEATHING OF
e SECTION THROUGH DECK
200 / 3/411 = 1 1-011
Brian West, PE
Smith Company
Structural Engineers
Email:
brian.west@
SmithCompany
Structural Engineers.com
STAMP
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PRINCIPAL IN CHARGE
STEVEN K. DEPEW
PROJECT TEAM
DEPEW, INC.
REVIEWED
BRIAN WEST
DRAWN
STEVEN K. DEPEW
No dimensions should be scaled from
drawings and all dimensions and values
should be checked and verified against
field conditions. If any dimensions are
found to be incorrect or invalid, then it is
the responsibility of the user to inform the
Architect, and to obtain the correct
dimensions prior to acting upon anything
contained in these drawings. Contractor
to verify all dimensions, conditions, etc.
pertaining to the Work on site before
proceeding with the Work. Copyright
2015 DEPEW, INC. All rights reserved.
REVISION DATE
PERMIT 03.25.2022
RECEIVED
Jun 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NUMBER I SHEET NUMBER
T
WALL
DEPEW, Inc.
ADJACENT
1834 SW 152nd St.
/
Burien, WA 98166
steve@depewinc.com
NEW ACX /ice /ice ii
SHEATHING /ice /ice /ice
STAMP
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A
INSTALL 9" HIGH
WRB TARGET
THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE
DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE
APPFLASHING RCWROPRIATE TO SATISFY THE 64.55005 THROUGH 64.55.090REMENTS OF
STEVEN K. DEPEW, PE
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STEP 1: DECK COATING AND FLASHING
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2 STEP 2: DECK COATING AND FLASHING
WP-2. NTS
PRINCIPAL IN CHARGE
STEVEN K. DEPEW
PROJECT TEAM
DEPEW,
REVIEWED
STEVEN K. DEPEW
DRAWN
STEVEN K. DEPEW
WALL
ADJACENT
No dimensions should be scaled from
drawings and all dimensions and values
should be checked and verified against
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field conditions. If any dimensions are
/ice /ice
found to be incorrect or invalid, then it is
the responsibilityof the user to inform the
/ice /ice
Architect, and to obtain the correct
�� /ice /ice -
NEW ACX -� /ice /ice /
dimensions prior to acting upon anything
/ice /ice
SHEATHING �� �
/ice /ice
contained in these drawings. Contractor
to verify all dimensions, conditions, etc.
pertaining to the Work on site before
proceeding with the Work. Copyright
2015 DEPEW, INC. All rights reserved.
INSTALL 26 GAGE DECK
REVISION DATE
CORNER FLASHING
INSTALL 26 GAGE DRIP
PERMIT 03.25.2022
EDGE FLASHING OVER DECK
CORNER FLASHING
RECEIVED
.tun 07 2022
s STEP 3: DECK COATING AND FLASHING
OF
CITY OF EDMONDS
NTS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NUMBER SHEET NUMBER
WP 201
----------
-
T
DEPEW, Inc.
1834 SW 152nd St.
Burien, WA 98166
steve@depewinc.com
STAMP
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NOTES:
1. THE MAXIMUM GAP BETWEEN ANY OF THE RAILING STRUCTURE TO ITSELF, DECK OR WALL SHALL
THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE
BE 4".
DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE
2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
APPROPRIATE TO SATISFY THE REQUIREMENTS OF
RCW 64.55.005 THROUGH 64.55.090.
3. INSTALL BRACKETS ATTACHING THE TOP OF THE RAIL TO THE WALL ON BOTH
STEVEN K. DEPEW, PE
SIDES OF THE DECK
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RAILING MOUNTING
= 1
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FASTENERS.
3/8" x 4-1/2" STAINLESS
STEEL HEX BOLT BLACK
OXIDIZED (TYP)
SHEET TITLE
INSTALL BRACKETS ATTACHING THE
LA TOP OF THE RAIL TO THE WALL ON
BOTH SIDES OF THE DECK 2X10 RIM JOISTS
NEW 5/4"X12" CEDAR FASCIA (TYP)
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PEAK RAILING WITH A 4" MAX GAP
BETWEEN SPINDLES, RAIL AND DECK AND
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RAIL AND VERTICAL WALL.
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DECK RAIL 3 RAILING ATTACHMENT
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201 NTS IVIP-20 NTS
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PRINCIPAL IN CHARGE
STEVEN K. DEPEW
PROJECT TEAM
DEPEW,
REVIEWED
STEVEN K. DEPEW
DRAWN
STEVEN K. DEPEW
No dimensions should be scaled from
drawings and all dimensions and values
should be checked and verified against
field conditions. If any dimensions are
found to be incorrect or invalid, then it is
the responsibility of the user to inform the
Architect, and to obtain the correct
dimensions prior to acting upon anything
contained in these drawings. Contractor
to verify all dimensions, conditions, etc.
pertaining to the Work on site before
proceeding with the Work. Copyright
2015 DEPEW, INC. All rights reserved.
REVISION DATE
PERMIT 03.25.2022
RECEIVED
Jun 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NUMBER
SHEET NUMBER
----------
WP - 202
Intertek Testing Services
Vista Railing Systems Inc. May 17, 2000
ETL SEMKO
Report No. 481-1414 Page 2 of 2
SUMMARY
The welds broke at the bottom rail of test samples #1 and #3. The welds broke at the top rail of test sample
REPORT OF: Railing Component Testing
#2
AT: Coquitlam Laboratory DATE: May 17, 2000
PROJECT: 481-1414 NO: 30/00
INTERTEK TESTING SERVICES NA LTD.
REPORTED TO: Vista Railing Systems Inc. PAGE: 1 of 2
Warnock Hersey
23282 River Road
i
Maple Ridge, B.C.
V2W 1136 Attention: Mr Peter Siemens
APPENDIX
INTRODUCTION
Reported by: V
Doug Doc erty,AScT
Intertek Testing Services NA Ltd./Warnock Hersey, at the request of Vista Railing Systems
Senior T [9nologist
Inc., has conducted uniform load tests on the aluminum picket infill panels of guardrail
Building Sciences
assemblies . The tests were conducted on three separate samples in accordance with
instructions from Vista Railing Systems Inc.
DESCRIPTION
Reviewed by:
Sheldon Warman, P.Eng.
The aluminum picket samples were installed within a complete aluminum guardrail assembly.
Manager
The pickets measured 5/8" x 5/8" x 0.051" thick and were spaced 4-1/2" apart c/c. Each
Physical Testing and Certification
picket is welded to both the top and bottom rails on one side each. Every 5th picket is welded
on both sides' top and bottom. Please refer to the drawing in the appendix of this report.
DD/ah
The sample assembly was placed onto a horizontal support assembly and a hydraulic ram
(complete with a calibrated 1000 lb. Artech load -cell S/N: 199766) was used to apply the load
through a 12" x 12" x 1" thick plywood platten. The load was steadily increased until failure
occurred at which point the load was recorded.
CA480%reports\alco-30. doc
The following table identifies each of the three tests and their results.
SAMPLE IDENTIFICATION: 1-001
Irillop.1111 loll III I .... 60 ... .
624 774 691
All services undertaken are subject to the following general policy: Reports are submitted for the exclusive use of client to whom they are addressed.
Their significance is subject to the adequacy and representative character of the sample and to the comprehensiveness of the tests, examinations or surveys made.
No quotations from reports or use of Intertek Services NA Ltd.'s narte is permitted except as expressly authorized by Intertek Testing Services NA Ltd. in writing
Intertek Testing Services NA Ltd. Warnock Hersey
211 Schoolhouse Street, Coquitlam, BC V3K 4X9 Canada
�rart:o ® Telephone 604-520-3321 Fax 604-524-9186 Home Page www.worldiab.com
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IGUARDRAILS SHALL BE DESIGNED TO RESIST A
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CONCENTRATED LOAD OF 200 POUNDS IN ANY
0 0 000 `� �oIA
I DIRECTION AT THE TOP OF THE GUARDRAIL.
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.INFILL COMPONENTS SHALL BE DESIGNED TO
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I RESIST A HORIZONTAL LOAD OF 50 POUNDS
min
!OVER A ONE SQUARE FOOT AREA.
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Any welding on site to be completed by a certified
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welder or a certified WABO welding shop.
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M EPEW
DEPEW, Inc.
1834 SW 152nd St.
Burien, WA 98166
steve@depewinc.com
STAMP
THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE
DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE
APPROPRIATE TO SATISFY THE REQUIREMENTS OF
RCW 64.55.005 THROUGH 64.55.090.
STEVEN K. DEPEW, PE
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PRINCIPAL IN CHARGE
STEVEN K. DEPEW
PROJECT TEAM
DEPEW,
REVIEWED
STEVEN K. DEPEW
DRAWN
STEVEN K. DEPEW
No dimensions should be scaled from
drawings and all dimensions and values
should be checked and verified against
field conditions. If any dimensions are
found to be incorrect or invalid, then it is
the responsibility of the user to inform the
Architect, and to obtain the correct
dimensions prior to acting upon anything
contained in these drawings. Contractor
to verify all dimensions, conditions, etc.
pertaining to the Work on site before
proceeding with the Work. Copyright
2015 DEPEW, INC. All rights reserved.
REVISION DATE
A. CORRECTIONS 07.15.2021
RECEIVED
Jun 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NUMBER I SHEET NUMBER
---------- I WP - 204A