REVIEWED Construction NotesConstrucstion Notes
RECEIVED
-------------------------------------
All exposed insulation shall meet 2018 ;
WSEC standards.
� Wall Construction
DOUBLE 2" X 4" TOP PLATE
3 1 /2" Wall Studs 16" OC
R'13. Wall Insulation
1 /2" D rywa I I
2" X 4" BOTTOM OM Pi A. I E
May 26 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0687
LAP SIDING
HOUSE WRAP (BUILDING PAPER)
7/16" OSB E T SHEATHI NO
Construcstion Notes
2 Window Framing and
Installation
1" x 4"
cripple
stud
3" x 4"
wall stud
1�x4"
trim"r st.
7" x 4"
rough sil
2" x 4"
king stuff
IDIMMk.I.LM
sate One
Ik�d OaGF;m� pr�r fin �
d4ir�Gtrf upyrd
bar wdr ui na4mg fin
bkr tap
Am
Gx8
leader
x 4"
g stud
x 4"
oe stud
LAP SIDING
HOUSE WRAP (BUILDING PAPER)
7/16" OSB EXT SHEATHI NG
Flashing
Twe 1 1 B or
Felt
� k Felt Paper
'T\
Step 5
I
I ' I
Dim. Ain /' dim- B= in
A 1/6"
M ks
(S4dp 4)
11A 11A
Flashing
VFelt
or
Paper
dry..aRl
jr
READ & JAMBS
Mull Cap in
as req'd. Extens+an Jorhb
810Cks
(Step 4)
SILL
Noil m=ry
other sltrt
(Step 10)
Siding typ.
Construcstion Notes
3 Slider Framing and
Installation
c- DOUBLE
PLATE
t- STUD
SHOE
The rough size opening
for doors should be
2'"wider and 2" higher
Header Size
Maximum Span
4x-1
4x6
4x8
8
4x 10
10'
4x 12
12'
cw13dw&iiM&=k
-Utilize existing
4"x8"x7' Header
-2x4 Studs to frame
rough opening needed
LAP SIDING
HOUSE WRAP (BUILDING PAPEP)
7/16" 0 S B EXT SHEATHING
Construcstion Notes
4 Deck Railing
Figure 24. Example Guard Detail.
44 post. typi
Do NOT NOT
36"
minimum
3
wi
W baluster. typical
2x1S or 514 board rail cap; attach to uard post with
() #12 b�r 3" long screws or (3) 1threaded nails
th 0.148" nominal diameter
.01040
Will
M
M 4
M
me
Nffl;
11
(2)1/2" diamete openings shall not allow
through -bolts the passage of a C
and washers diameter sphere
W top and bottom;
attach to guard post with
(2)8d threaded nails or
(2#8 woad screws 2:2-1s"
long on inside face
minimum nominal 2x8
rim or outside joist
attach balusters at top and bottom
with (1)#8 wood screw or (2)8d
post -frame threaded nails with
0.135" nominal diameter
Construcstion Notes
5 Deck Stair Railing
New orexlsting
I Ighi recurred
Deck
Open guarara& cn omcks mare than 3d inches abovagrade or a tbor bE*Uw snag
Paw trmwbm spaced so Ihat a 4 ineh diary wr sphere carimt pass Through_
sec. 1003
Man
die
Guardrail mused d 110' min. run
mare then 3G" from nosing
I to nosing
Openings for required
guards on the skies at
stair treai�r} steal rot
allow a 4 IF dlamerar
sphefe to pass through.
rtaslrgs
Open rtsm
lass then 4 `
7 3K, max. r+se
Stairway PWia;
1 Sta•rways shall Le that lass than Win v.ldth.
Z Stairway rises shell be rot grater than T 3,14".
3. Sta-irway treads Shell have a rnnimum run of 1TT
4. The length a1 Run end the h*N oI Him Shell not
very mare man IT in the entire rur, of the slab,
5. Stags are required la be Itiumirawd.
5. 0l;*M FlWrs p"tea ff opertlrwj iS JeSS'ihalt4'
Z. A nosing not less than aW but not mare Than 1 14'
shal be provided cn slairways with sdtd risers, and
Fcss than 11'.
Handrail Section 1012
Openings 'n required quardraiks
most have members spaced so that
a 4" diameter sphere cannot posy through.
Landing some
width as stairs
rnished grade
Guardrail
ppenIngs for required guards
on the sides of stair treads
- must have members spaced
so that o 4 3 3" diameter
sphere cannot pass thlrough.
sleight Handrail
Dec
Guordroll required
if more than 30"
Less then
6" tic.
above above nosings
u xrdr(jil and Hcindrall Details
Construcstion Notes
6 Interior Railing
4
PART NUMBER
03-COR 9131
03-XS4BT
01&M
} 013121
013145
«wa c
734480 E
A
DESCRIPTION
on
URRR- SADDLE ERACKFT-INT
i
+1DRAIL SADDLE BRACKET -TERM
2
RFACE MOUNT TAB
S
*&4 LG Fr;UALE BARREL
x .395 LO MALE BARREL
3
3
x 3fd FLAT HEAD $CREW
5T-TO-POST TOP RAIL
B
f
'K•MpUNT INTERMEDu1TE POST
PoM
i
1 o.as]
.40
3M MALE @A EL-y
New or exis.mg
huhi recuxeu Open guararafs cn osclis more than 31) inches above grade ar a floor below sMalil
have morribers spaced so Ih st a 4 noh dlammter sphere cannot pass through -
sac. 1003
pwiNs for raqulmo
guavas on the sldesof Stairway Notos;
4211 M.o
hra igril
P
Nair treacr} shall rat
1. sta-irways shall to na= lass+flan 36' in Width.
allow a 4 319' diameter
Z Stelrway rises shall be not greater than T 3,14".
sphere to pass through,
I Stairway trEads RhRII hFiva s nlnirnum run a! 1 Q'.
4. The IengtR N RUrr and tee height ow RiM $Nall nai
vn we men NT in the eralr-o run of &tie stair.
5 Stairs are required to be Iliumiralad.
a. Open risers wmt w 0 opening is less tan4'.
T. A nosing not lam rt-ian 3W bit not more Than 1 114'
shall he ovided on stairwa is with sand ri and
r y
Fe3s than 11'.
neck
Less ;I%an 3 ' alxava Handrail S on 1012
$. die roslrgs
Guardrail required A 10' min. run
mare ban 3C" from mooing
ka nasing
pan r► wr Landing same
lass than 4' 36, Min. width as stairs
7 314' max. rise Finished grads
Pus r-TO4?057 TOP RAI L
SURFACE MOUNTTAB
t
)-2m MALE BARREL
308FEMALE BARREL
ERAGKET BASE
TERMINAL P897f '
TERMINAL POST
53T•T6•PpS7 TCPRAIL-� SURFACE MOUNT TAR
M19 k JM FLAT HEAD $CREW
M FEMALE 9ARREL
$Jg MALA BARRE1.
�.,-IRMIE D I A7 E POST
BRACKET
INTIVAMEOIATE POST
�-31e FEMALE 9ARREL
�MaJ ,
to
S SCALE
LE 1 :4
HANDRAIL SADDLE BRACKET ASSEM13LY POSITION
4 1 3
tee
�o
r
4"
L-
36"
7.5"
1
2
4211
t-
3.25
L_
OD,Crs 9,
JSE of
.GINGS
Elm
EEG
■E
A
rORT.rO-r86T RR4CREr
Level Balcony
3.25" 12
3.25" 11
3.25" 10
9
Construcstion Notes
7 Interior Stair Railing
New orexistn9
I Ighi recllnred
Dena
Open guarcra& cn oscks mope than 31) nG es abovegrade or a fbar hetonw shag
haw irleelbers spaced so Ihat a 4 inch dlamter sphere cannot pans through_
sera. 1003
var,
die
Guardrail mqused d 10' min. run
mare Then 2G, from nosing
I to nosing
4
"e farequlreo
tguank cn the sides at
stair tree�r} 9-hal rat
allow a 4 3L9' dISTT
sphere to pass thRmigh.
rflslrgs
open ream
lass than 4'
7 314' nrax. nse
3
03-0c"BI
DRAIL SADDLE BRACKET-19F
1
0$ 400-W110
DRADL SADDLE BRACKET -TERM
2
0135M
FACE MOUWr TAB
3
013121
V4 LC FEMALE WREL
.395 LG MALE BARREL
3
3
013145
01W7
729MPOST-TO-POST
x NilFIAT HEAD SCREW
TOP RAIL
6
$
734433DECK-MOUNT
734480
INTERMUILATE POST
TERMINAL POST
4
2
BI
Stairway Nwiiis;
1. Stairways shall Le tiff_ lass trait 3B' in wwWth-
Z Stairwy rises stroll be not greater than T 3r4.
3. Sta-nwey treads shaill hime a rnnirnLvn run al 1 Q'
4. The IengM 01 hurt at the height of Rim shall nal
more men N8' In the eMlre run of the slab.
Stags are required la be Ilrumiralaa.
B. open risers RermtW It openlirg is less :hang'.
T. A nosing not less than aW but nol more Ihan 1 19'
shall he provided on stairways with sdid risers, and
less than 11'.
Flarrdraal SeCfi0n 1012
Landing same
width as stairs
rnished grade
2
POTT-TCAMST TOP RAIL
SURFACI� MOUNT TAB
3?8 MALE BARREL
319 FEMALE BARREL .
51RAGKET BASE
TERMINAL POST
TERMINAL F
JST•TO-POST TOP RAIL SURFACE I
Ux,14FL
3M FEMALE
aria MAI
INTERWIE
MA'KET IE
# INTERMEDIATE POST
40 AO
[2-M]
.09
' 3M MALE 9,AMEL
306 FEMALE BARR L
Os4
SECMMA-A i Q2
SCALE 1 : 4
HANDRAIL SADDLE BRACKET ASSEMBLY POSITION
4 1 3
D
6
��rr�Epl
!mmm
Construcstion Notes
8 Interior handrail
/2" Min
3" Max.
Measurea frorn
top of handrail
2001bs a 1�1
Line of tread
nosIN 1
I" # 200 tbs
Handrail able Y,
W withstand
200IDs. AN:—
Guardrails must be able to
withstand a concentrated load of
200lbs. 3ppGed at any PoiM
along the rail in any direction.
Treads shall be capable
Of supporting a 300 lb
load al any paint
•
16
42" Min height for guard
d" Max Spacing -
When greater than
3' min. vridth handrails may a guard rail is
pro7ject 3 :", slringefs and otter required
trim may projeCt 1 "/,' from either
side. Grade
7'i' Max riser heigh
10" Min Bread depth 318" Max variance from largest to smallest
The sp,�Cified rise shad occur althe stair width when slairs begin or termknate at sloping surface
Acceptable Handrail Details
rIpable
Wall or other suffac
1112" wiax.
1'h* min.
n
Construcstion Notes
Main Floor Kitchen Beam
-To? \ttiu1
its
v% l"
nv
IAA UP
Z Y 101,
Construction Notes
10 Lower Floor Beam Plan and
Kitchen Support
Cop \J%tW
'$,e
t� V**
Do too
l;MN&MMO�W
wfto" " VIAW
6%TS
DE
rnw'A 7,A vbw
AW UT
C
6 vfti AORL" SN" BAN\
U VIVO
Ll,i{ E B
SIZE LBS/FT DEPTH FLANGE WEB
W 10X26 26 10.33 5.77 0.26 ❑
R. •
to
**See Engineering sheet for specific details and
calculations for the W 10x26 A992 ASTM Steel
Beam