APPROVED BLD PLN RESUB 1- Architectural_Plan+5.4.2021_5.04.12_PM+2179376I
i
I
I
I
I
I
I
I
I
2y`
MWO LIT-MIC.
APPROVED ALL WORK SUBJECT
PLANS MUST BE TO FIELD
INSPECTION FOR
ON JOB SITE CODE COMPLIANCE
7-4
3�y'* 6- Y �/y yG
LOS210
Ljvg- t OAp
60 'PSF
City Of Edmonds
Building Department
Work DETACHED GARAGE
------------------------
--------------------------
Address 401 2ND AVE N
--------------------------
Owner _----------GILBERT
Approved Date ;5-24 2U2_Z-
_--
_
Building Official Eri.,Carier
Permit Number
BLD2021-0486
--------------------------
V'i"'/��T' SLC,PE
c-a- /L o C.
D F h 6„s PAN
2-/y Pr
S4LL
y ON c-P FT"E -14
APPROVED BY PLANNING
May 18 2021
RESUB
May 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
,e-Ls1 HV3
/5 `IvKX HE-I.CHT'
«R�Q
pr_- 14,6F r
r A- R,,A GE
coc�sr. r_r_
5pM09P5 N
�X6-
Min 50
CFM
Fan
STrjeFj, FRAM
Plumbing to be
- protected from
freezing
cL)!�ly
COSIiRfe\
S-FUDID /D rFiCf
Area not to be
heated. Installation of
heating appliances
will require a plan
revision.
I
Mono �Irtl�
`Co u,�cJAT10 t�jr�L ors TILA
Sheathing to be
fastened in
accordance with
table R602.3(1)
3�y11- G :4/y T+ G
�r
Panel to be a
minimum of 48" in
width.
% ?SF
w�7
A1R s
2XlU C.T /�,�oc• Q"T�ls��. ; ,.N2,5
D F
PFH panels , zLl
to be nailed
at 3" OC -
-Alt
2 -ly P('
I
y'' C °NCR F7`E ti
i
e
�I
LSTOV6
.D
Header to extend to
outside corners
G,4v s►� S
Rp R� i � N
Min
12"
/5 `Iw4X AEI GN�
GI 2 X1b DF- /�" QC I Z
Footing to be
continuous
APPROVED
ALL WORK SUBJECT
TO FIELD
PLANS MUST BE
INSPECTION FOR
CODE COMPLIANCE
ON JOB SITE
RECEIVED
Apr 07 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
pr_ l=-
srT�6rE
��flrr=irT
�pMo%/�p5vc N
E
co
io
Sample Stair Detail
International Residential Code
Provide artificial light
source per R303.6
Stair Guard Min. 34",
Handrail height above
stair 34" to 38" Max
A 4" sphere cannot
pass through the
space between
treads. -
36" min. landing
36" min to top of guard
Graspable Handrail 1 1/4" min.
to 2" max.. Handrail ends shall
be returned or shall terminate
at a newel post or safety
terminals.
Intermediate rails
spaced so that a
4" sphere shall not
pass through /
d E
E
10" min.
PO
'/:'to 1 '/:' nose,
or min. 11" tread
l
• Rise -run -rail opening
spaced so that a 6" sphere /
shall not pass through
Guard and handrail to
sustain 200 lb. load
Guard balusters to
sustain 50 psf load
Install'/i' gypsum
board on walls and
ceilings of all useable
interior space under
stairs.
ATTACHMENT I
Typical Construction Connectors
Rafter/Truss Clips
Post -Beam Connectors
0
i
o i 0
o
e
Post -Pier Connectors Holdowns
Form r Monolithic Slab
board, with Footings
removed
after
concrete Concrete
sets min.31/tin.
t2 #4 rebar
or
1 #5 in
c c middle 1/3
co N o
C C
Min. 12in.
r & Der T 19
Min. 6x6-10x10
welded wire mesh
between center &
upper 1/3 of slab
secured in place
during pour
Vapor retarder (plastic sheeting)
Compacted or previously
undisturbed soil
RECEIVED
Apr 07 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT '
G/LQ0-� R'r
C oM !�fi, L LC
Pc B
i Boise cascade Single 5-1/2" x 18" BOISE GLULAW 24F-V4/DF
I C I'I Nl O'NOOD PRODUCTS
RB01 (Roof Beam)
BC CALCO Member Report Dry 11 span I No cant.
Build 7883
Job name: DE7`t`CP E_L G/ii (,F File name:
Address: n d
LfiD d 2 A ve- Description:
City, State, Zip: 17g, oZ o Specifier:
Customer: G L C Designer: Christy Clark
Code reports: PR-L313 Company: Boise Cascade Woodinville
131
�0
12
1 1 1 1 1 1 i 1 1 1 1 1 1 1 0i
20-00-00
Total Horizontal Product Length = 20-00-00
April 5, 2021 10:10:47
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind
Roof Live
B 1, 3-1 /2"
2041 / 0
7200 / 0
B2, 3-1/2"
2041 / 0
7200 / 0
Load Summary
Live Dead
Snow Wind Roof Tributary
Live
Tag Description
Load Type Ref.
Start
End
Loc. 100% 90%
115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft) L
00-00-00 20-00-00
Top 24
00-00-00
1
Unf. Area (lb/ftz) L
00-00-00 20-00-00
Top 15
60 12-00-00
Controls Summary
Value % Allowable
Duration
Case Location
Pos. Moment
44110 ft-Ibs 67.4%
115%
4 10-00-00
End Shear
7585 Ibs 37.7%
115%
4 01-09-08
Total Load Deflection
U372 (0.63") 48.4%
n\a
4 10-00-00
Live Load Deflection
U478 (0.491") 50.3%
n\a
5 10-00-00
Max Defl.
0.63" 63.0%
n\a
4 10-00-00
Span / Depth
13.0
% Allow
% Allow
Bearing Supports
Dim. (LxW) Value
Support
Member
Material
B1 Wall/Plate
3-1/2" x 5-1/2" 9241 Ibs
n\a
73.9%
Unspecified
B2 Wall/Plate
3-1/2" x 5-1/2" 9241 Ibs
n\a
73.9%
Unspecified
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge
load.
Notes
Design meets Code minimum (L/180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
BC CALCO analysis is based on IBC 2015.
Design based on Dry Service Condition.
Calculations assume member is fully braced.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS7A9,
ALLJOISTO , BC RIM BOARDTA9, BCIO ,
BOISE GLULAMTM, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
RECEIVED
Apr 07 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GILBERT CONSTRUCTION CO LLC
DETACHED GARAGE
4012ND AVE N., EDMONDS
PAGE 3OF3
Page 1 of 1