APPROVED PLN BLD FIR RESUB1 BLD2021-0895+Architectural_Plan+10.31.2021_10.56.47_AM+2492742MAX. BUILDING HT. ALLOWED (378.00' + 17.00')
MAX. BUILDING AT. ALLOWED (36q.38' + 25.001) = 3 338' CITY 4-POINT CALC
METAL FLUE
RIDGE HEIGHT 3g2.36' (N.I.C) ROOF LOUVERS
12
12
2' - 011
PORCH POST:
6x6 A.G D.FIR POST (TYP.)
H/INTER OF LOT @ CURB 378.gV
0 MAIN FLOOR— - - - - - - - -
DECK POST: EDI
6x6 A.G D.FIR POST (TYP.) ®�
E D4
TEMP.
/
L/0 BASEMENT SLAB 367.60' LJ UI11
------------------------- -- -----------
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CERTAINTEED LANDMARK (AR)
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CENTER OF LOT @ CURB
- _70 -MAN--FLOOR - -
L/O BASEMENT SLAB
S6S S6S 36S
�o ems' 6S
CityOf Edmonds ------------------------------- ----------------------------------- NOTE
REAR ELEVATION THE FOUNDATION DESIGN E BASED ON ASSUMING EITHER
Building Department NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER
LINWOOD HOMES IF THIS IS NOT THE CASE.
Work ; ---------------------------NEW SFR
------------------------------------ APPROVED BY PLANNING
--------------------------------------------
Address 131 SKYLINE DR
---------------------------------------------
------------
Owner EASTMAN/KING
-------------------------
Approved Date 12/7/2021
Building Official W. W ofkaIL
11-08-2021
Plan Review
CONDITION: 13D fire sprinkler
system required due to square
footage. Flow through system
recommended. (EMC 19.05.020, B,
DFM Burt
Permit Number' BLD2021-0895
Jan 13 2022
MAX. BUILDING HT_ ALLOWED (378.00' + 17.001) = 3% 00' - MAX. BUILDING HT. ALLOWED (378.00' + 17.00') = 395.00' - - - - - - - - - - - - - - - - - - - - - - - - - - -
MAX. BUILDING AT ALLOWED (36q.38' + 25.00') = 3g4.38' CITY 4-POINT CALC
RIDGE HEIGHT - - 3g2.36' - - - - - - - RIDGE CAP-(7YPIGAL)--- - - - - - - - - - - - - - - - -
3 SOLAR PANELS
APPROVED OBTAIN ELECTRICAL
PLANS MUST BE PERMIT FROM
HEIGHT CALCULCATIONS
A = 364.5
B = 375.0
C = 360.8
D = 377.2
TOTAL = 1476.7
GRADE = 30.38 (1476.7/4)
MAXIUMUM = 3g4.38 PROPOSED
(AVG. GRADE + 251)
MAXIMUM HEIGHT ALLOWED:
TOP OF CONCRETE STREET CURB
LOTS 50 THROUGH 54: 17 Ft. MAX.
HEIGHT FROM CENTER OF LOT FACING
SKYLIGHT DRIVE = 378.00' + 17' = 3%.0'
DATUM NVD BB
SCHEDULES
LU
Exterior Door Specifications
Manufacturer: Therma Tru Hinge Finish: Satin Chrome (26D) U
Jamb Type: Hemlock Jamb w/Mill Finish Sill (Adjustable) Glazing: Dualpane, Low E Argon. Tempered Q
LL.
Jamb Color: Notes: Slab Prep: Double Drilled, 2-3/4" Backset w/Drive in Latch
Hardware: Troy Knob c/w Deadblot Req'd. U-Value: 0.28 Z
Q
Hardware Finish: Satin Chrome Min. NAFS: Not Applicable
Exterior Doors o
Rough Opening LL
Code Size Area U-Value UA Jamb Handing Swing Description 0
Width Height LU
1 1 9 Single D-Unit Smooth Fiberglass Entry 0
ED-1 3/0 x 6/8 38 /4 82 /4 21.848 TBD 0 6 /6 Left Inswing Door - S210 (6 Panel) a
Single D-Unit Smooth Fiberglass Entry Q
1 1 s Door - S210 (6 Panel) 20 Minute Fire -Rated Z
ED-2 3 / 0 x 6 / 8 38 /4 82 /4 21.848 0.14 3.059 6 /6 Right Inswing c/w Weather -Stripping & Self -Closing Z
Hinges
ED-5 3 / 0 x 6 / 8 38 %4 82 %4 21.848 0.19 4.151 6 9/6 Left Inswing Single D-Unit Textured Fiberglass Entry
Door - FC60 (6 Panel)
ED-6 3 / 0 x 6 / 8 38 %4 81 5/8 21.682 0.19 4.12 6 9/6 Right Inswing Single D-Unit Textured Fiberglass Entry
Door - FC60 (6 Panel)
Single D-Unit Smooth Fiberglass Entry
ED-7 3 / 0 x 6 / 8 38 14" 82 Y4 21.848 0.14 3.059 6 9/6 Left Inswing Door - S210 (6 Panel) 20 Minute Fire -Rated
c/w Weather -Stripping & Self -Closing
Hinges
109.072 14.388
Door Unit Diagrams - Typical
D-Unit SD -Unit DS-Unit SDS-Unit DID -Unit SDDS-Unit Terrace / Garden Unit
LH Inswing LH Inswing LH Inswing LH Active Inswing LH Active Inswing LH Inswing - Fixed
�:Z
RH Inswing RH Inswing RH Inswing RH Active Inswing RH Active Inswing RH Fixed - Inswing
RH Outs\Mng RH Outswing RH Outswing RH Active Outswing RH Active Outswing RH Inswing - Fixed
LH Outswng LH Outswing LH Outswing LH Active Outsvving LH Active Outswng Fixed - LH Inswing
Note - Linwood Standard: Double Door Units are to be 1-Panel Active & 1-Panel Pinned Unless Noted Otherwise in the Schedule s
24f-E DFir Glulam Beam Schedule
TagDimensions
Qt Y
Notes
Width
Depth
Length(ft)
B 001
5 %..
16 %2
20
1
B 002
5 %8"
13 %2
16
1
B 003
5 %8"
13 %2
16
1
B 004
5 Y8"
13 %2
13
1
B 005
3 %8"
15
16
1
B 006
5 %8"
12
26
1
Deck Beam
B 007
5 Y8"
12
20
1
Deck Beam
B 008
5 %8"
12
16
1
Deck Beam
B 009
5 %8"
16 %2
17
1
3" Below Top of Floor Joist. Cant'd Beam
B 101
5 Y8"
16 %2
26
1
c/w Allura Wrap - Applied On -Site
c/w Allura Wrap - Applied On -Site
B 102
5 %8"
16 %2
16
1
B 103
5 %8"
16 %2
6
1
c/w Allura Wrap - Applied On -Site
B 104
B 105
5 %8"
16 %2
6
1
1
c/w Allura Wrap - Applied On -Site
Lintel 101
5 %$"
9
8
B 107
5 %8"
12 1 18 1 1
Lintel OHGD
ALL BEAMS TO BE SQUARE TOP, UNLESS OTHERWISE NOTED.
#1 & Btr FOHC KDHT S4S DFir Post Schedule
TagDimensions
(Nominal)
Qt y
Notes
Width
Depth
Length(ft)
FP 001
6
6
9
5
FP 101
6
6
10
2
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RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CONTACT
INFORMATION
INDUSTRIES GERALD AND SUE <ING
INAL POST HEIGHTS TO BE CUT ON -SITE (LENGTH SHOWN IS ORDER _rYYYYY■I ■tYtYtYtYtYtYtYi�■tYtYtYtY ■tYtYtYtYm._ UNLESS OTHERWISE
FLASHING
ALL WORK SUBJECT (TYPICAL)
Ros
ows ���
MERGER ISLAND
WASHINGTON g8040
TO FIELD
INSPECTION FOR
CODE COMPLIANCE 21-0
DECK RAILING:
TIMBERTECA RADIANCE CABLE
RAILING (INCLUDED)
21-0
`\102
TEMP
i
CORNER TRIM:
5/4 x 4 t 5/4 x3 ALLURA FIBER
CEMENT CEDAR WOODGRAIN. SEE
DETAIL 'UU' ON SAT. q
SIDING (A):
ALLURA FIBER CEMENT CEDAR
7-1/4" LAP SIDING (6" EXP.)
w
z
FASCIA (A). 2, -0„ The contractor (builder) Is
4/4 x 8 ALLURA FIBER CEMENT ,o j I Section 2 , Ali lots herein not specifically noted shall have ao held res tract responsible 29133 k� `Qh L� `1� p 9
CEDAR WOODGRAIN oF���sTSR l I height restrictions except those catnmon to the City of Edmonds standard and verifying all dimensions
ED6 SsjpNAL�� building code and restrictions. The following' lots shall have height, {• on this drawing. Any discrepancies
WINDOW &DOOR TRIM: ®� restrictions as follows :The roof ridge line or any part of the house; shall be reported immediately
WI
WI x 4 ALLURA FIBER CEMENT garage or other permitted building, except the chimney or fireplace top to Linwood Homes for
5/4 thereof, shall not extend above the stated height limit. All measure- corrections and/
CEDAR WOODGRAIN. SEE DETAIL / ments shall be made from the top of the concrete street curb at; the or interpretation.
'TT' ON SHT. 9. location noted for each lot:
\ --
Lot 12--17 feet maximum height from 135 'feet south of the Every notation followed
BAND BOARD:
riorfihern.,mast corner facing east on Highland Drive by'N.I.C.' indicates
5/4 x 10 ALLURA FIBER CEMENT '� Lot 13«-2I feet maximum height from the southeast cornea that the item is
CENTER OF LOT @ CURB 378.00' CEDAR WOODGRAIN, SEE DETAIL of lot facing east on Highland Drive
/O MAIN FLOOR— _ - _ - - - - - - - _ 'SS' ON SAT. q. _ _ _ _ _ - - - - - - - - �-' - - - L/-MAf1d-FL001� _ Lot 14 `thru 18--17 feet maximum height from center of each lot as "Not included in
377.50' - - - - - - - - `facing east..of.Highland Drive.
Lot 19,-th.ru 23--27!ufeet maximum height as facing west on 12th Avenue Contract
West'
DRAWN BY:
Lot 24 thru 297-17 feet maxdmu.At height from center of each lot
��•' S facing on Emerald Hills Drive DA
,Lot 30 a 33-- 21 feet maximum height from center of each lot facings BCIN NUMBER:
`005 002 012 --' 6n Emerald Hills Drive. NOT APPLICABLE
Lot 36----16 feet maximum height from center of lot facing on
-�" Emerald Hills Drive. CHECKED BY:
S�9 SAS Lot 37-•-17 feet.maximum height from center of lot facing on 12th _
-�.-'' SS S9 Ave, West
lot 44--18 feet maximum Height from center of lot facing on :12th SCALE:
--__--��--- Ave.. West 1/4" = 1'-0"
_ lot 41-21 feet maximum height from center of lot facing on Emerald.
Hills Drive. DATE:
TOBER 21 2021
L/0 BASEMENT SLAB 367 kV 367.52 S69 3696 L/O BASEMENT SLAB Lot 49--16 feet maximum height from, center of lot facing on Skyline
- Drive.
sALEs OFFICE:
---' .Lot 50 thru 54-- 17 feet maximum height from center of lot facing TACOMA
--.�" on Skyline Drive.
i- 3
S -. S 9
NOTE 6 - 6 VIEW FROM SACE OF HOUSE
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER '-�- LEFT ELEVATION
� LINWOOD HOMES IF THIS IS NOT THE CASE. ��-''
i-
0�
SALESREP:
AMY PERI
MODEL:
CUSTOM
DESIGN
CUSTOMER:
KING
REVISION NUMBER
VERSION3AG
_
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD,107-2807AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS;PE � 0FI�
P. ——
AILING PER Il
xINEERING
Alum FiberCemen[ Cedar 7
Ty -Par
I2" l (32/16 Sp
2.6 SPF @ 10" o.,
R-21 fiberglass bau (Nl
6 mil poly [N.I.C.)
12" gypsum board (N.I.
SECTION A
SHEATHING NAILING PER IRC $ IBC
TABLES $ ENGINEERING
NOTE
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER
$ LINWOOD HOMES IF THIS IS NOT THE CASE.
SECTION C NOTE
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER
t LINWOOD HOMES IF THIS IS NOT THE CASE.
SECTION
------------ _
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S
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AoICITY
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OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8
ssjQNAL'��
'
OWNER'S
\
CONTACT
INFORMATION
GERALD AND SUE KING
2
_-------------
-----------
8433 SE 62ND STREET
MERCER ISLAND
WASH I NGTON g8040
206.715.7770
2'—oI
2 _0
The contractor (builder) is
held responsible for checking
and verifying all dimensions
on this drawing. Any discrepancies
'
shall be reported immediately
'
COV'D DECK
LIVING ROOM =
COV'D DECK
'
to Linwood Homes for
corrections and /
�
or interpretation.
Every notation followed
by'N.I.C.' indicates
LINE OF MAIN FLOOR 377.50'
LINE OF MAIN FLOOR 377.50'
LINE OF MAIN FLOOR
that the Item Is
"Not
included in
Contract"
DRAWN BY:
DH
BCIN NUMBER:
�Q
NOT APPLICABLE
CHECKED BY:
FAMILY ROOM
o
SCALE:
114" = I'-0"
DATE:
367.48
367.60'
OCTOBER 21 2021
SALES OFFICE:
--
TACOMA
SALESREP:
AMY PERI
_ —__-- — EXISTING GRADE SECTION D
MODEL:
CUSTOM
DESIGN
CUSTOMER:
KING
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS.
REVISION NUMBER:
VERSION 3
107-2807 15GRA
12I
0
Y
7
GARAGE
LINE OF MAIN FLOOR 377.50'
--- - ------
•.
EXISTING GRADE —� `•��
METAL FLASHING @ WALL
FOR WOOD TO CONC. CONN.
6 MIL POLY OR 15# ROOFING
FELT BETWEEN LAST JOIST t
CONCRETE (N.I.C)
DIA. x 10" ANCHOR
BOLTS @ 48" o.c. (NIC)
P.T. 2 x 4 SILL PLATE
Lu/FOAM GASKET
DAMPROOFING TO FOUNDATION
BELOW GRADE (NIC)
FOUNDATION NALL $ FOOTINGS
PER DETAILS
•.• o
TOP OF MAIN FLOOR / 377.50'
STORAGE BEDROOM #4
L/O�BA'�E�1E,NT SLAB 367.60'
`• a
SECTION E
SECTION
F�`•.� EXISTING GRADE
NOTE
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER
t LINWOOD HOMES IF THIS IS NOT THE CASE.
5 J. Rps'w!
378.00'
376.00'
374.00'
- 372.00'
370.00'
- 364.0V
��O �24133 cv� I0�z3 �Zl
L. �1, GIST�R
�s1pNAL���
362.00'
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RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INFORMATION
GERALD AND SUE KING
8433 SE 62ND STREET
MERCER ISLAND,
WASH I NGTON g8040
206.715.7770
The contractor (builder) is
held responsible for checking
and verifying all dimensions
on this drawing. Any discrepancies
shall be reported immediately
to Linwood Homes for
corrections and /
or interpretation.
STAIRS: Every notation followed
16 RISERS @ 77/6" EACH 378.00' by'N.I.C.' indicates
14 RUNS @ 10" EACH \ 'that the item is
TOP OF MAIN FLOOR 377.50 LINE OF MAIN FLOOR 376.90 1" NOSING (11" TREAD) TOP OF MAIN FLOOR 377.50
•���� I LANDING (2x8's @ 16" O.C.) 376.00' Not included in
••• '� •• 2x12 STRINGERS o o - - - Contract"
Ll 374.00' DRAWN BY:
DP
•�� •`��� z BCIN NUMBER:
`•. 372.00'
•'`•.•BATH HALL CL. BED. #3 �� UTIL. •'•`TOR. co
FAMILY ROOM — — _ NOT APPLICABLE
- -
qy
' � 1 o CHECKED BY:
r r
•�� •�� SCALE:
368.00'
- - - DATE:
L/0 BASEMENT SLAB 367.60' �`•• 367.48'
1!�6l.J3.ASEMENT SLAB 367.60' 367.48' OCTOBER 21,2021
` ` • e ' �`�. 366.00' SALES OFFICE:
;TI TACOMA
`�`•� ``�� SALESREP:
�`�.� 8 •`•.� 364.00' AMY PERI
`````�•�� ````` `•�` MODEL:
EXISTING GRADE 362.00' CUSTOM
EXISTING GRADE NOTE ``�`•t` DESIGN
SECTION� THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER SECTION H �`•. NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER `•�� CUSTOMER:
�•�� LINWOOD HOMES IF THIS IS NOT THE CASE. KING
```•```````•``� •`````•```�`` REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD,107-2807AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & AMENDMENTS;P� OFE
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TOP OF MAIN FLOOR 377.50' L/0 MAIN FLOOR TOP OF MAIN FLOOR 377.50' -/0 MAIN FLOOR
376.00'
374.00'
372.00'
GARAGE SHOPS GARAGE ---------- SHOPS
i � ---_- i T
```�`•��``` ••••••••••• 05 J. RoS. — — -
FU
••. Gy o wasr 368.00'
L/0 BASEMENT SLAB 367.60 — 367.48 — — — — — _ _ _
L/0 BASEMENT SLA 367.60� •••
-' ```��`. 29133 / w� �p 13 �-Ll _ 366.00'—
GARAGE SLAB 365.85'
• GARAGE SLAB
S " LU
• f36400
EXISTING GRADE O
•�362.00,
__ •
SECTION J -_-" -- - _ SECTION K NOTE
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER •�`•�•
EXISTING GRADE & LINWOOD HOMES IF THIS IS NOT THE CASE. • O
D
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t �----- SCREAS
TYPICAL SIDE REAR
TYPICAL BRACKETS
NOT SHOWN
FOR CLARITY
The I ad ; tar. hA amu s', aa� AB-1
crr Iadl es. ml l r rli`t nt "�7� Ezjl�c mrmm �rrhe t3 nr,cin
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RESUB
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5Uff Elermiun. , ,q lundrait rwy s I a Nov 01 2021
- rl�mamm -ar',T-Into �, zz BEAM C O N N . DETAIL SCALE: 1 /2 CITY OF EDMONDS
Ngwr imir DEVELOPMENT SERVICES
+_� DEPARTMENT
iI,I.N R.tfLING TYPES A
i .I 're Ib" m dlaLilLler r�rino 1-]{+ mminmwu L y;'IrE1D+$•1=
Llti+lrllrii ion ++ r.1rPi_it}
f?1i� Lllrtitin�l ttttri^niiL7f1 to 4'
IS::% xr� �" in Iliameler caLnrJ ��iihiux�um. OWNER'S
S
tGrade x dkwr le, t :. n�,����1 la Ia�r.� g (AV, qu s °wr, CONTACT
nit m1�'lt�h nam oani l I u vl ilium r_
INFORMATION
sranan �
PROVIDE CUTS TO FLASHING ON SITE
No won.: rtila I_'-mrsnmum- GERAS REQUIRED AT INDICATED LINES BUILDING WRAP 8433 D 62 DAND SSTREET
f�ieme�tirrracrilk ••�r� TO FORM ARC TO TOP OF QUARTER
wnhwl e, 6�rtdrn
aq"rungUE KING
t& f ad 6" STRIP OF PEEL STICK
�7�alrung ud__ - Iyj t I l�udrjda OVER FLASHING OVER PEEL STICK MERCER ISLAND,
rsa,�m.�l I.;t: -vim; ROUND OR HALF ROUND WINDOWS TAPE AT TOP EDGE WASNINGTON g8040
206.715.7770
The contractor (builder) is
NOT TO SCALE N TYP . STAIR HANDRAIL DETAIL held responsible for checking
TYPICAL STAIR SECTION NOT TO SCALE M GUARDRAIL DETAIL NOT TO SCALE and verifying all dimensions
on this drawing. Any discrepancies
shall be reported immediately
Nosing required a1 &did to Linwood Homes for
NOT C: N kTL: � corrections and I
rimer I- INSTALL GUAR-D IiA"IN ACCORI)xl,t. L I. 1NSTALLGUARD BALLS IN ACCORDANCE or interpretation.
344'-1104- WITR IRC R3 L I & R3 I.2U. WITH IRC R.311 & R31.2A.
2- GUARDRAIL HEI.DHT SHALL BE K13-N_+kjo IN B 2. GU,'iR:D"L HEIGHT SHALL RE hI+3t5` PLR 4 1112" MAX. VARIES PER Every notation followed
IRC 312.2. MAXIMUM RJUIMG OPENINGS}{,'4LL IRC' 3I2.2.IN1rL� MUM RAILING tPE!'�f.fNG S1LkL_1- WINDOW MANUF'R +
L�rtidirn 1r3" 1-lir,. NOT ALLi}WPASS.+►GE�3FAAPDIALtETER SPHERI= NOT�4LLD'NIf PASSAGE OFAA" DIAMEYER SPIII_rdl_. + ++++.+-+++.+.+.++ by'N.I.C.' indicates
+ +'.++'.'�'.+�-.++'.=����'.++ + that the item is
;36" min. 10 ne'SreSt Rue, L 10 MIN. rw�X. TYPICAL HEAD FLASHING
rila�slrutta r7 Al 7 risl�lrs, s ngrt+ ' + + + + + + + ; . .. :+ '+ 'i+++++++++ ��
114 III 'l�1`'L 111 -' MIN' (PROFILE VIEW) + + '+t+'+++++++' °++' + Not included in
++++++++++ ++�++++ + �- +++++++ +V + + + +
4' in di�itltie1 11 camal ++^r : ++��++ Contract"
oss ugh (excel
aLair9, wiLh a iaum rise ++ of + +
+ ++�V++++ DRAWN BY:
3[i� 19+r � MAPLE `BRLADLOAF" SHALL MAPLE "BgREADLOAF" SHALL . .++ . DP
C0NF0RM TO IRC R3I I.73-3 CG-%X—C NI TO. [RC R31 L.7-71
BCIN NUMBER:
L Prc4ecLenebsed 12" STRIP OF 60 MIN. FLASHING NOT APPLICABLE
PAPER 1hi�s ING
SEE PRE- INSTALLATION
INSTALLATUND ION CHECKED BY:
- r31aiiiiMV Uh, 102' gypSUM MAPLE FILLET WINDOW OPENING DETAIL
Tyrp"l Stair 'Se>;'Litm boar
R31 1.7 PAINTED PICLET HE3tOND SCALE:
NOTES7 HANDRA.ILBRACKET 114" = 1'-0" (U.N.0)
1- These regulabr ns apsaFf to stairways far one and two-family dw sings and bcrmTi ,a-jses suhjed DATE.
4a the 20' 5 Saw.11c Residential Corte (6 ,1. Refer ID the 2015 SmItic E�uiFdna-Cc.;Jc HEAD FLASHING
for regLwenerm for stairs in Mu mn-ditiom OCTOBER 21, 2021
.2- Frw w:cepb ns related to the corwi uclan Di circuLw, spi I, or -M,7rAnq 7.:71rways. See SALES OFFICE:
&The largest rse or nil within any lighrl of stars is not to exceed Lyle srnallesl b re moIt3'1 3,-P'. INDICATES TOP OF WINDOW FRAME
A- A landing exiencli ng she width of the stair and rneasrring a rrinrnurn a' a&' m the direrInn of TACOMA
din
wwvcl a required al the Gap and bottom of every stairK�•. � INDICATES TOP OF WINDOW FLANGE SALESREP:
5_ A floor landing a not required at the top Di an nterior light of st3rrs, prcroded a door does not ItJETL � Ei�ll ENDS TO WALL AMY PERI
swing over the stars.
tt. IWarrdraills are required for stairways with four Dr r-tare risers. MODEL:
7. Interior and exierror stair rnust be dlunnriatcd wrl an artificial Irght saunoe w. each landing or CUSTOM
over each stmway section perR303.& Liglhl actrr�ion nusttre aooessible W. the lop and DESIGN
bottom oreach L-ndingwAthou traversing anystrps. Exienerstarways nusl te-cc traILd from APPLY A GENEROUS BEAD OF CAULKING BEHIND WINDOW
wmxlle ti,c cmAingunit unkss cnmtinuouslg irminariedorautantiaticallycontrolled. FLANGE AS PER PRE -INSTALLATION WINDOW DETAIL
CUSTOMER:
KING
P TYP. INTERIOR STAIR SECTION NOT TO SCALE Q TYP. STAIR GUARDRAIL NOT TO SCALE R TYP. STAIR HANDRAIL NOT TO SCALE - CURVED FLASHING DETAIL SCALE: 1/2"=1'-0" REVISION NUMBER:
VERSION 3
THIS DRAWING 13 THE PROPERTY OF LINWOOD HOMES LTD,107-2807 � AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & AMENDMENTS; POFE
12
FOR ROOF PITCHES UNDER 4:12 CONTINUE
UNDERLAYMENT PATTERN FOR ENTIRE ROOF. Lu
E SyEE
RIDGE CAP r CONTINUE UNDERLAYMENT PATTERN UNTIL LU z
1'-g%4" 1,_g�4, lst J"�pn �/� IT EXTENDS FROM THE EAVE'S EDGE TO
4 o� E ATLEAST 24 INSIDE THE EXTERIOR WALL
/ / \ 2x8 BLOCKING \ J ER' 9„ SyEFT WALL LINE U z
\ 2x8 BLOCKING qP O
/ \ 2x8 INSULATION STOP \ SrgR Q
LL
w \ DRIP EDGE FLASHING - \ STR/p TES w
w o w DRIP EDGE FLASHING \ INSULATION STOP PER DETAILS Z
ENG'D ROOF TRUSSES w DRIP EDGE FLASHING = -' w \
PER PLANS = 2x6 SUB -FASCIA — 2x6 SUB -FASCIA \ Q Lu
2x6 SUB -FASCIA %4 x 8 FIBER CEMENT TRIM
CLG. FINISH a 2x4 STRAPPING PER DETAILS
CLG. FINISH %4 x 8 FIBER CEMENT TRIM FASCIA CLG. FINISH /4 x 6 FIBER CEMENT TRIM
FASCIA FASCIA $ SUB -FASCIA p w
FASCIA SIMPSON NI CONTINUOUS VENT STRIP IN SIMPSON HI PER DETAILS LL
SIMPSON HI CONTINUOUS VENT STRIP IN (INC.) FIBER CEMENT SOFFIT PANEL (INC.) CONTINUOUS VENT STRIP IN Q o
(INC.) FIBER CEMENT SOFFIT PANEL SOFFIT w/VENT STRIP LLI
FIBER CEMENT SOFFIT PANEL
2x4 SOFFIT NAILER 2 -0 MIN. O w
TYPICAL FOR ALL ROOF PITCHES 2x4 SOFFIT NAILER of
2x4 SOFFIT NAILER d
BEAM PER PLAN PER DE ILS �
TYP. EXTERIOR WALL BEAM PER PLAN SOFFIT FRAMING PER Q z
DETAILS C0 U)
Z o7
TYP. EXTERIOR WALL J w
d o
U)
U
s ROOF RIDGE DETAIL SCALE: 1/2"=1'-0" T SOFFIT DETAIL (3:12 PITCH) SCALE: 1/2"=1'-0" u SOFFIT DETAIL (3:12 PITCH) SCALE: 1/2"=1'-0" V SOFFIT DETAIL (3:12 PITCH) SCALE: 1/2"=1'-0" - TYP. EAVE PROTECTION SCALE: 1/2"=1'-0"
6 MIL POLY V.B. LAP OVER TYPAR
w s „ s „ AND SEAL AT FLOOR $ CEILING W/
I" MIN. GAP BETWEEN SIDING $ GUTTER 2/4 2/4 ACOUSTICAL SEALANT
11 IF,
GUTTER (N.I.C) AS PER CLIENT'S Q PLYWOOD SUBFLOOR (SIZE AS PER PLAN)
SPECIFICATIONS IF—
2x10 FLOOR JOISTS (SPACING AS PER PLAN)
GABLE END BEAM SEE SECTION B IF APPLICABLE
3' WIDE TYPAR WRAP
NOTCH GABLE WRAP AROUND FLOOR W2 CULTURED STONE N.I.0
( APPLY STRIP OF 6 MIL POLY V.B. (N.I.C)
TOP VIEW;' END BEAM OVER SYSTEM)P 2x8 SPF TRIM
TUCK TAPE BETWEEN JOISTS
POST AS SHOWN 1
2x10 TRIMMER JOIST ACOUSTICAL SEALANT Ix4 SPF TRIM /2 P.T PLYWOOD
GABLE END BEAM \x ABI ANGLE 2x4 STRAPPING AT CORNERS
II BRACKET
OS
BABI
RACKET ANGLE
PAINTED FINISH
WALL ROOF FRAMING POST
AS PER PLANS PAINTED FINISH 2x4 STUDS j W
PLAN VIEW FRONT ELEVATION VIEW FRONT VIEW �s C"
29133
TYPICAL SECTION'A' �� ��G���� , 111
RP-7 PLYWOOD SEE POST ELEVATION t SECTION DETAIL AL�11 O
Ix4 SPF TRIM FOR DIMENSIONS/ADD170NAL INFORMATION.
- GUTTER TO WALL DETAIL SCALE: 1/2" =1'_0" x BEAM CO N N . DETAIL SCALE: 1/2" =1'_0" Y FLOOR TO WALL DETAIL SCALE: 1/2" = 1'-0' STONE CAP C
(N.I.C) G
2x4 STRAPPING O
TYPICAL 6 MIL POLY V.B. LAP OVER TYPAR CULTURED STONE —Vill
EXTERIOR WALL AND SEAL AT FLOOR W/ ACOUSTICAL (N.I.C) _ / P.T PLYWOOD Ix TRIM (DETAIL PER
WALL STUD WALL STUD SEALANT — — — V
TYPAR WRAP - — � PLANS)
GLU-LAM POST NAIL -LAM P057 (WRAP AROUND TYPICAL MAIN FLOOR )/2" PLYWOOD w/SIDING
FLOOR SYSTEM) _ CULTURED 570NE PER PLANS
WALL BOTTOM PLATE WALL BOTTOM PLATE 2x6 P.T. SILL PLATE APPLY STRIP OF 6 MIL POLY V.B. - — 2x4 B.0 POST FOR BEAM
BEARING
PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR w/ FOAM GASKET TUCK TAPE BETWEEN JOISTS — ---- P
GRADE ACOUSTICAL SEALANT
SOLID BLOCKING BELOW III SOLID BLOCKING BELOW
POST BASE POST BASE 5/8" DIA. A.B. @ 48" O/C
(NIC)
RIM BOARD / RIM BOARD / FLOOR JOISTS ELEVATION VIEW SECTION VIEW
FLOOR JOISTS DAMPROOFING TO ° TYPICAL SECTION 'B'
WALL TOP PLATE BELOW GRADE SEE POST ELEVATION it SECTION DETAIL
P.T. SILL PLATE 8" CONC. FIND. WALL FOR DIMENSIONS/ADDITIONAL INFORMATION.
NAIL -LAM POST
FOUNDATION WALL
WALL STUD
RESUB
TYPICAL POST BEARING DETAIL AA P.T SILL PLATE DETAIL 1 BB B.0 POST DETAIL CC B.0 POST DETAIL Nov012021
SCALE: 1/2' - 1'-0' SCALE: 1/2' - 1'-0' SCALE: 1/2' - 1'-0' SCALE: 1" = 1'-0' CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2x4 PRESERVED WOOD
FILLER (NIC)
TYP. EXTERIOR WALL
5/6" DIA. A.B. @ 48" o.c.
UNSUPPORTED WALL (15M BAR) or (#6 BAR)
OWNER'S
DIMENSION A B C
D
4" CONC SLAB
(NIC)
NET BACKFILL HT. A B
POST AS PER PLAN DETAILS
CONTACT
INFORMATION
# OF STORIES FOUNDATION FOOTING FOOTING FOOTING DEPTH BELOW
6 MIL POLY V.B.
RIGID INSUL. (NIC) As
P.T. SILL PLATE
w/ FOAM GASKET
i it
LESS THAN 4-0 0 0
2x PLATE w/5/8 DIA. ANCHOR
70E-NAIL BEARING POST IN BOLT.
GERALD AND SUE KING
THICKNESS (IN) WIDTH (IN) THICKNESS (IN)
FINISHED GRADE (IN)
REQ'D (ADD 6x6 WIRE
2 - 15M (#4) CONT. BARS
EXTERIOR WALL
4'-0" TO 5'-6" 20" 2411
TO P.T SILL PLATE 15# FELT
8433 BE 62ND STREET
MERCER ISLAND,
1 8 18 8
18
MESH NIC FOR GARAGE
)
CONSTRUC710N
5'-7" TO 6'-6" 8" 24"
E
WASHINGTON g8040
SLAB)(
FINISHED GRADE
206.715.7770
10M (#4) VERT. BARS @ 24" 0/C
6'-7" TO 7'-6" 14" 20"CIO
° li°
2 8 18 8
18
The contractor(builder)is
7'-7" To 9'-0" 12" 20"
3o z ° °a CONC. PIER - WIDTH OF
3 10 18 8
24
6" COMPACTED GRAVEL
it
3 ,,,
o
TYPICAL FLOOR
NOTE:
J FRAMED POST PER DETAIL
Lid � a ( )
+ 2x 570NE FINISH WIDTH
m o a
held responsible for checking
and verifying all dimensions
MIN. 5/8" DIA. A.B. @ 48" o.c.
CENTER VERTICAL
il• °
it
'a
in
o 0
CONSTRUCTION
1. REBAR TO BE 230 MPa (33360 psi) MINIMUM.
2. CONCRETE 70 BE 20 MPa (2g00 psi) MINIMUM.
° °
o
a � CONCRETE FOOTING w/
„
on this drawing. Any discrepancies
shall be reported immediately
t 12" MAX. FROM ENDS. MIN. 7"
�°
STEEL w/ STD. NOOK
°
3 CONT. IOM (#4) BARS it
�
w
3. BACKFILL NOT TO EXCEED 20 KN/ cubic METER
° °a ° n,
_ 3 - 15M (#4) x g E.W.
a a
w a�� w
to Linwood Homes for
EMBEDMENT (U.NO. SEE S.W SCH.)
it
(126.8 ibs/ cubic Ft)
corrections and/
interpretation.
A
P.T. 2x6 SILL PLA7E
HORIZONTAL
IL
°, a oo
oPIER
0
_
WIDTH+2"
or
Every notation followed
w/ FOAM GASKET STEEL
�
_ 1 °
IgPERIMETER DRAIN TILE w/DRAIN ROCK
%8 " ANCHOR BOLT @ 46" O.C.
FURRED WALL PER ENERGY (MAX. OF 1 PLATE UNDER
MIN. EA. SIDE
r co
COVER PER CIVIL ENGINEERNG DRAWINGS
REQUIREMENTS (SEE PLANS)
JOIST.)
byindicates
a i GRADE
that the is
CONTINUOUS
D D
DAYLIGHT WALL D ETA I L
SCALE: 1/2" =1'_0"
°
8" MIN. FROM FINISH GRADE
E E
B U POST BASE F D N DETAIL
SCALE: 1/2" =
1' 0"
��
Not included in
2-#4 CONTINUOUS REBAR
REBAR
REBAR FOR ALL FTGS.
,I
GARAGE SLAB OR FINISHED GRADE
. .
Contract"
FOR ALL FOOTINGS °
a� z
�
DRAWN BY:
VERTICAL STEEL = 'A' CL TO CL
DH
(ALTERNATE HOOKS)
EXTERIOR WALL CONSTRUCTION
BCIN NUMBER:
EXTERIOR WALL CONSTRUCTION
EXTERIOR WALL FOOTING
MAIN FLOOR CONSTRUCTION
Lu
HORIZONTAL STEEL = B � qO
5/8" DIA. x 10" ANCHOR
BOLTS @ 48" o.c. (NIC)
NOT APPLICABLE
FOUNDATION DETAIL
STEM WALL METHOD
P.T. 2x6 SILL PLATE w/ FOAM GASKET
� 4 CONC. SLAB ON
(LAP JOINTS 22" MINIMUM)
MAX. COVER 2
P.7. 2 x 6 SILL PLATE w/FOAM
CHECKED BY:
5/8" DIA. x 10" ANCHOR BOLTS @ 48" o.c. (NIC)
m 6 MIL. POLY. V.B.
APPLY DAMPROOFING
GASKET
� RIGID INSULATION °
TO FOUNDATION BELOW GRADE
MAIN FLOOR CONSTRUCTION
SCALE:
HEIGHT'H' (FEET) VERTICAL REINFORCING HORIZONTAL REINFORCING
�D
ail
z (AS REQ'D)
ii
8" REINFORCED CONC. FOUNDATION WALL
AS NOTED
DATE:
O TO 2' #4 AT 48" O.C. #4 AT
TOP & #4 @ 12" O.C.
DAMPROOFING TO FND. BELOW GRADE (NIC)
'alA
OCTOBER 21,2021
SALES OFFICE:
""
2' TO 4' #4 AT 48" O.C. #4 AT TOP & #4 @ 1211 O.C.
2r" RIGID INSULATION (N.I.C.)
ra 15M #6 @ 15" O.C. 24"
d a ° a z ( )
p
�,z�,� ���J � �
w% OAM GASKETPLATE
4' TO 6' #4 AT 24" O.C. #4 AT
TOP & #4 @ 12 O.C.
REINFORCEMENT AS REQUIRED
_
8
6 MIL POLY OR 15# ROOFING
TAcoMA
a
FELT BETWEEN LAST JOIST 8
SALESREP:
PERIMETER DRAIN TILE w/DRAIN ROCK COVER
PERIMETER DRAIN TILE w/DRAIN ROCK
CONCRETE (N.I.C)
AMY PERI
NOTES:
PER CIVIL ENGINEERNG DRAWINGS
COVER PER CIVIL ENGINEERNG DRAWINGS
6" COMPACTED AS NOTED N PLAN
DAMPROOFING TO FOUNDATION
MODEL:
1) THE #4 BAR, NEAR THE TOP OF THE WALL MAY BE ABOVE OR DIRECTLY
BELOW FOUNDATION VENTS
GRANULAR FILL
18" x a" CONC. F7G. w/ 2 - 15M (#6)
BELOW GRADE (NIC) a°
CUSTOM
2) THIS SCHEDULE IS NOT FOR RETAINING WALLS. MAXIMUM BACKFILL 24"
ABOVE BASE OF FOOTING.
16" x 8" CONC. FTG. W/
CONTINUOUS RE -BAR (12" LAP
FOUNDATION WALL t FOOTINGS
DESIGN
2 - IOM (#4) CONTINUOUS RE -BAR
SPLICE)
PER DETAILS
CUSTOMER:
KING
FF
U.SREBAR SPECIFICATIONS
DETAIL
SCALE: 1/2" = 1'-0"
G Cj
C RAW L S PACE DETAIL
SCALE: 1/2" = 1'-0"
H H
UNSUPPORTED
F D N. DETAIL
SCALE: 1/2" = 1'-0"
J J
C O R B E L L F D N. DETAIL
SCALE: 1/2" =
1'-0"
REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD,107-2807 AND IS SUBJECT TO
COPYRIGHT PROTECTION,
IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT
TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD
HOMES LTD IN WRITING, THIS DRAWING IS
PART OF PURCHASE AGREEMENT & AMENDMENTS;POFE
12
[ KK
P.T. SILL PLATE
4" CONC. SLAB —
6 MIL POLY V.B.
RIGID INSULATION
(N.I.C.) AS REQ'D
ao .
6" COMP. _j
GRAVEL 18"
2x6 OR 2x4 LOAD
BEARING INTERIOR WALL
1/2" DIA. A.B. @
8'-0" MAX. O.C.
10M (#4) CONT. REINF. BAR
-3 - IOM (#4) CONT. REINF
2x8 SPF JOIST
(RIPPED Y4" PER 1'-0"
ON -SITE)
STANDARD DECK
FLASHING
CAULKING UNDER
CANT STRIP
INSULATE ROOF JOIST
CAVITY PER CODE
w/SPRAY-FOAM OR RIGID
INSULATION (N.I.C)
%" x I11,6" CSP TREATED VERTICAL
BATTENS @ 16" o.c. TO PROVIDE
DRAINAGE GAP
%` PLYWOOD SHEATHING (INC.)
w/VINYL WRAP (N.I.C)
CONT. FLASHING. NOTCH AT
VERTICAL LEG @ JOIST LOCA70NS
PEEL AND STICK TO EXTEND UP
BEHIND SIDING
TIMBERTECH DECKING
ZMAX HDG JOIST HANGERS
2x10 P.T LEDGERS CREWED TO
RIM JOIST STAGGERED @ 8" o.c.
w/ %" x 5" HOT DIPPED GALV.
LAG SCREWS w/ WASHERS
FLASHING
II III '--TYPICAL EXTERIOR WALL
INT. BEARING WALL DETAIL SCALE: 1/2" LL ROOF DECK DETAIL SCALE: 1/2"=1'0"
DAMPROOFING TO FND. BELOW
GRADE (NIC)
REINFORCEMENT AS REQ'D —
FINISHED GRADE
6" MIN. DRAIN ROCK COVER -
4" AGI DRAIN TILE
8' CONC. TURN DOWN FTG. —
w/( 1) 15M (#4) CONT. REBAR
0
3 w
z
o -A
rn a)
O /
..VIVI.ICC I C VCI.I�IIVCx:
4" CONC, SLAB
6 MIL POLY V.B.
6" COMP. GRAVEL
TURN -DOWN FTG. DETAIL
HEAD
FLASHING
F1.125
Y8" m
SLOPE
MIN. 10° 1"
y
BANDBOARD FLASHING
HEAD
FLASHING
F0.875
BEAM AS PER
ANGLE BRACKE'
FACE OF POST
POST AS PER
15# FELT
SIMPSON POST BASE OR EQUAL (NIC)
FINISHED GRADE
8" x 8" CONC. PIER
6" ABOVE GRADE
CONCRETE FOOTING w/
3 - 15M (#4) x W E.W.
m
AS NOTED ON PLAN
SCALE: 1/2" = V-0" N N EXT. SUPPORT DETAIL
CLADDING
BUILDING WRAP
WALL SHEATHING
ADD I PLY BUILDING WRAP
OVER FLASHING $ TAPE @
70P EDGE
MECHANICALLY FASTEN
FLASHING TO SHEATHING w/ F
FLAT -HEAD GALV. ROOFING o
NAILS @ 12" o.c. z
T
PRE -FINISHED SHEET STEEL
FLASHING w/ 3/8" MIN. DRIP
EDGE Yi6" (5mm)
MIN.
%4 x BANDBOARD TRIM
ADD I PLY BUILDING WRAP
OVER FLASHING $ TAPE @
70P EDGE
MECHANICALLY FASTEN
FLASHING TO SHEATHING w/
FLAT -HEAD GALV. ROOFING
N "
6 MIL POLY VAPOUR
BARRIER (N.I.C)
RIM JOIST
m
o°
wry° I ii
STANDARD DECK FLASHING
(DF1) DETAIL
CLADDING FLASHING
HEAD
FLASHING
F0.875
SLR
MIN. 10° Ya„ �4
TYPICAL EXTERIOR WALL
EXTERIOR FINISH
STANDARD DECK FLASHING
PEEL AND STICK TO EXTEND UP
BEHIND SIDING
LEDGER (AS PER PLAN) SCREWED TO
RIM JOIST STAGGERED @ 8" o.c.
w/ Y" x 5" HOT DIPPED GALV.
LAG SCREWS w/ WASHERS
ZMAX HDG JOIST HANGERS
%" x 1131,6" CSP TREATED VERTICAL
BATTENS @ 16" o.c. TO PROVIDE
DRAINAGE GAP
FLASHING
DECK TO WALL CONNECTION
DECK TRIM BOARD PER SPEC'S
2 - %" DIA. x 10" HOT DIPPED GALV.
CARRIAGE BOLTS (COUNTERSUNK )14"
IN RIM JOIST) @ EA. POST
6x6 A.G. POST
2x10 BLOCKING @ EA. POST
2x10 DECK JOISTS
DECK TRIM JOIST
PLAN VIEW 6x6 PORCH POST
6x6 A.G. POST
DECKING ON DECK JOISTS (AS PER PLAN)
(FASTENED w/ STAINLESS STEEL DECK
SCREWS)
2 - %" DIA. x 10" HOT DIPPED GALV.
CARRIAGE BOLTS (COUNTERSUNK Y4"
IN RIM JOIST) @ EA. POST
DECK TRIM JOIST
DECK TRIM BOARD PER SPEC'S
BLOCKING @ EACH POST
BEAM AS PER PLAN
6x6 PORCH POST
SCALE: 1/2"=V-0" _ DECK TO WALL & PORCH POST DETAILS
HEAD
HEAD
HEAD
FLASHING
FLASHING
FLASHING
CF( 2 000)
CF1.875
F( 1.125)
co
SLOPE IY8" m
2„
I /a
MIN. 10°
TRIM
WINDOW
TRIM FLASHING
BUILDING WRAP 70 CONTINUE
AROUND WINDOW OPENING
BUILDING WRAP
ADD 1 PLY BUILDING WRAP
OVER FLASHING $ TAPE @
TOP EDGE
MECHANICALLY FASTEN
FLASHING TO SHEATHING w/
FLAT -HEAD GALV. ROOFING
NAILS @ 12" o.c.
Yi6" MIN.
PREFINISHED SHEET STEEL
FLASHING w/ 3/8" MIN. DRIP
EDGE OVER TRIM
z
ADD I PLY BUILDING WRAP
=
OVER FLASHING $ TAPE @
70P EDGE
%4 x 4 PRE -MANUFACTURED
TRIM PER SPECIFICATIONS
Y�6" MIN.
(5m
PREFINISHED SHEET STEEL
FLASHING w/ 3/8" MIN. DRIP
EDGE
WINDOW SECTI
VARY DEPENDI
MANUFACTURE
SCALE: 1" = V-0"
BACK CAULK WINDOW
FLANGE (N.I.C)
NSTALL HEAD FLASHING
ABOVE WINDOW SUCH THAT
T WILL NOT INTERFERE
NITH THE OPERATING SASH.
BACK CAULK WINDOW
FLANGE (N.I.C)
NOTE: PROVIDE DOUBLE JOISTS BELOW ALL DECKING END JOINT LOCATIONS
1,__�12" TIMBERTECH FASCIA
3 - 3Y4" NAILS
--- —DECK RIM JOIST
I
I I
2 - %" DIA. x 8" P07 DIPPED GALV.
CARRIAGE BOLTS (COUNTERSUNK Y4"
IN RIM JOIST) @ EA. POST
44 P.T. HEM/FIR RAIL POSTS @ 7'-3" O.0
DECK JOISTS (AS PER PLAN)
PLAN VIEW 4 x 4 RAIL POST
TIMBERTECH POST CAP
TIMBERTECH TOP RAIL
I
TIMBERTECH UNIVERSAL RAIL
TIMBERTECH INTERMEDIATE
°
BALLUSTER (1 FOR 61)
�
I
I
CABLE RAIL (11 FOR 42" HEIGHT)
z
TIMBERTECH POST COVER
� °
I
I
TIMBERTECH UNIVERSAL RAIL
�
��_71MBER7ECP POST SKIRT
X
X
Uri,
TIMBERTECH DECKING ON DECK JOISTS
a�
v
_ (FASTENED w/ STAINLESS STEEL DECK
SCREWS)
2 - Y" DIA. x 8" HOT DIPPED GALV.
CARRIAGE BOLTS (COUNTERSUNK )1'
IN RIM JOIST) @ EA. POST
Ix12 TIMBERTECH TRIM BOARD
DECK RIM JOIST
GUARDRAIL
BEAM AS PER PLAN
NOTE: INSTALLATION TO BE VERIFIED WITH MANUFACTURERS INSTRUCTIONS
x l RAILING DETAIL
TYPICAL EXTERIOR WALL
ENGINEERED LAP $ SHINGLE
SIDING (SEE SPECS)
CAULKING (N.I.C)
%4 x 4 $ %4 x 3" ENGINEERED
CORNER TRIMS
CAULKING (N.I.C)
CAULKING (N.I.C)
SCALE: 1" = 1'-0"
w
ILL]z
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0
U)
U
Rp,�,s
EXTERIOR CORNER TRIM DETAIL cv����wAScA��
- 90 DEGREE CORNER - '0� - ' RESUB
ov 1 2021
,q 1 l4j�� 77��I`I`''��TY OF EDMONDS
2}133 �S� oO ,L yt�OPMENTSERVICES
O�� �FGjs�R I DEPARTMENT
SAL���
CAULKING (N.I.C)
%4 x 4 %4 x 3 ENGINEERED CORNER OWNERS
TRIMS CONTACT
CAULKING (N.I.C) INFORMATION
SLOPE
AILS @ 12 O.C.
1/211 GWB (N.I.C)
GERALD AND SUE KING
MIN. 10° Ya„
4
PRE -FINISHED SHEET STEEL —
CAULKING (N.I.C)
8433 SE 62ND STREET
FLASHING w/ 3/8" MIN. DRIP EDGE
2x6 STUD
BACK CAULK WINDOW
ENGINEERED LAP $ SHINGLE
MERCER ISLAND,
FLANGE (N.I.C)
%4 x 4 PRE -MANUFACTURED
SIDING (SEE SPECS)
WASHINGTON g8040
_
6 MIL POLY VAPOUR
2x6 CRIPPLE
TRIM PER SPECIFICATIONSJ
CAULKING (N.I.C)
206.715.7770
a�
BARRIER (N.I.C)
WALL SHEATHING
CAULKING (N.I.C)
❑
TYPICAL EXTERIOR WALL
Thecontnsractor
cecki
SIDING
CLADDING
BUILDING WRAP TO CONTINUE
ibleforractor
held responsible for checking
and verifying all dimensions
BUILDING WRAP
LAP SHINGLE
OVER WINDOW OPENING
on this drawing. Any discrepancies
CLADDING FLASHING
S DENGPR-MAPERASPECFIDCATIONS
CAULKING (N.I.C)
INTERIOR CORNER TRIM DETAIL
shatoLinwreported
dHmesforely
to Linwood Homes for
CAULKING (N.I.C)
% x 4 PRE -MANUFACTURED
a
- 90 DEGREE CORNER -
orintecorrectpretns and/
or interpretation.
TRIM PER SPECIFICATIONS
WINDOW w/DWR - PRE -MANUFACTURED LAP & SHINGLE SIDINGS
HEAD & SILL FLASHING
Every notation followed
by'N.I.C.' indicates
that the item is
SS
BANDBOARD DETAIL
SCALE: 3"=V-0"
TT
WINDOW
TRIM DETAIL
SCALE: 3' - 1'-0'
-
UU
CORNER TRIM DETAIL
SCALE: 1" = 1'-0"
"Not included in
Contract"
I oil
NDG 46 2" ROOFING NAIL
-
TYPICAL EXTERIOR WALL
DRAWN BY:
DP
TYPICAL EXTERIOR WALL
TRIM NOTE:
FOR ENGINEERED $ SMARTSIDE TRIMS
NAILS TO BE 2" HOT DIPPED GALV. BOX
NAILS
ENGINEERED LAP SIDING
6d 2" HOT DIPPED GALV. ROOFING NAILS
@ EACH STUD (ADDITIONAL SPACING: 4"
O.C. @ PERIM. It 8" O.C. @ FIELD)
BCIN NUMBER:
TYPICAL EXTERIOR 3�g' NOT APPLICABLE
WALL 1/2" AIRSPACE @ END
CHECKED BY:
AND SIDES OF BEAM
WALL SHEATHING PER -
PLANS
SCALE:
11 BUILDER PAPER AS PER AS NOTED
LOCAL CODES LAP VARIES PER ENGINEERED LAP SIDING FOUNDATION —BEAM AS PER PLAN DATE:
1 EXPOSURE. SEE PLANS FOR NOTATION. ��
I II II � IMPORTANT NOTE: I WALL
I I 11 ENGINEERED LAP SIDING � OCTOBER 21,2021
1 1 DO N07 CAULK BUTT JOINTS
(PROFILE PER PLANS) �z
n= = J ENGINEERED LAP SIDING SALES OFFICE:
NAILING NOTES:
5/6 X 12 LP SMARTSSIDING (BBB APPLICATION):
-NAIL HEADS SHOULD FIT SNUG OR FLUSH Y/6" GAP BETWEEN VERTICAL BOARDS (MAX ORDER LENGTH 161)
AGAINST SIDING (NO AIRSPACE)
1 Yx V2" TREATED STARTER 4'
I STRIP
PROVIDE MOISTURE
BARRIER BETWEEN
TACOMA
SALESREP:
4j4 x 3 BATTENS @ I17/,6" O.0
-DO NOT OVER -DRIVE NAIL HEADS OR DRIVE BOARD $ BATTEN PIECES CANNOT SPAN MORE THAN ONE SET
NAILS A7 AN ANGLE.
OF PLATES
_ . ,
SCALE 3" = I'-0°
6 WIDE ASPHALT BASED
BOTTOM OF BEAM
FOUNDATION WALL
AMY PERI
MODEL:
-IF NAIL IS COUNTER SUNK, CAULK NAIL HOLE
AND ADD ADDITIONAL NAIL BELOW
NOTE: INSTALL FACTORY FINISHED
EDGES TOGETHER AT BUTT JOINTS. PAPER JOINT FLASHING
(LENGTH TO MATCH LAP SIDING PROFILE)
CUSTOM
DESIGN
FRONT PROFILE SECTION
LINE UP EDGE OF PLANK SIDING BUILDER PAPER AS PER
TO CENTRELINE OF STUD LOCAL CODES
CUSTOMER:
KING
-
SIDING NAILING DETAIL
SCALE: 3" = V-0"
-
SIDING STARTER DETAIL
SCALE: 1/2" = V-0"
-
SIDING JOINT DETAIL
SCALE: 1" = V-0"
YYJ
BEAM POCKET DETAIL
SCALE: 1/2" = V-0"
REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & 107-2807 AMENDMENTS;PAGE
q
►TION CALCULATION
Production Number
107-2807
Vaulted or Attic
Attic
Roof Area Vented (sq. ft.)
2680
Area to be Vented
1286.4
ion Required
643.2
fit Vent -140
11
/ R.
260
R.
2860
2860.00
or B(251/.Total Ventilation)
A
B
321.6
-1574
32L6
2860.00
70
/ Qty.
6
Qty.
420
420
12.SUlo
INULe: rUUI Ve11LIIdLIU1l (.dlL.uIdLIUrl I5 Ud�,eU UrI PIUUUL.0 LYPIL.dIIy supplied by Linwood Homes and has been produced for proof -of -
concept. Instal I er to vertify products specified is the products used. Refer to Specifications for products supplied by Linwood Homes.
LU
H
0
Q
LL
Z
cQ
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LL
0
LL
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RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
rMIN F R'
I��10 ■ I��M 1
INFORMATION
GERALD AND SUE KING
8433 BE 62ND STREET
MERCER ISLAND,
WASH I NGTON g8040
206.715.7770
The contractor (builder) is
held responsible for checking
and verifying all dimensions
on this drawing. Any discrepancies
shall be reported immediately
to Linwood Homes for
corrections and /
or interpretation.
Every notation followed
by'N.I.C.' indicates
that the item is
"Not included in
Contract"
DRAWN BY:
DH
BCIN NUMBER:
NOT APPLICABLE
CHECKED BY:
SCALE:
114" = 1'-0"
DATE:
OCTOBER 21, 2021
SALES OFFICE:
TACOMA
SALESREP:
AMY PERI
MODEL:
CUSTOM
DESIGN
CUSTOMER:
KING
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS.
REVISION NUMBER:
VERSION 3
RAG E
107-2807 lioO F 121
A
H
SIMPSON LSTND8
(N.I.C) (2) 2x
SIMPSON LSTND8
(N.I.C) (2) 2x
(D-
T
�- - -- - - - - - - -- - - - - - - - �-- - - - -
I
I
I
I
SIMPSON LSTND8 SIMPSON LSTND8
(N.I.C) (2) 2x (N.I.C) (2) 2x
- - - -
SIMPSON LSTHD8 SIMPSON LSTHD5 SIMPSON LSTND8 SIMPSON LSTND8 (N.I. )
(N.I.C) (2 2x i 1 (N.I.C) (2) 2x (N.I.C) (2) 2x (2) 2x
- - - - - SIMPSON STHDe - � - - - - -
I I I
SIMP N LSTHD8 I
2x - -- -
II
I I L
SIMPSON LSTND8
(N.I.C) (2) 2x I u I
L-V-- - - -- - --
CO
I Q era �
I I
I
I
I
in DI DRAIN
HYBRID
ELEC.
I
O NEAT
PUMP
I
a �D
� � �
CO NEAT
DETECTOR
L �
I I I i I I I I
4
01
17 H
I
I
I
I I
Timber Play Fasteners
SIMPSON LSTND8
(N.I.C) (2) 2x
�I
SIMPSON LSTHD8
(N.I.C) (2) 2x
F
r wall schedule for call out that have
box around the type of sheer wall
nd on this page
SIMPSON LSTHDS
(N.I.C) (2) 2x
I LJ
(N.I.C) (2) 2x
Slhearwall Schedule
1. One side sheathed with 15132' plywood or 7116" OSB, 8d nails @ 8" ale at all plywood panel
edges, 12' do in field. Where indicated on plans, for walls supported on timber framing
install MSTC28 holdowns at each panel end attached to (2) 2x with (16) 0.14-8x3-V4 nails or
MISTC40 holdowns at each panel end attached to (2) 2x with (28) 0.14&3-114 nails; for
walls supported on concrete install ILSTHd8 holdowns al each panel end attached to (2) 2x-
with (16) 0.14&3-1M nails, STHD101 holdowns at each panel end attached to (2) 2x with
(20) 0.148x3-1i4 nails or HD02-SDS2.5 holdowns attached to (2) 2x wI (8) SDS1Mx2-112"
screws (per plan). Top and bottom plate nailing- (2) 18d @ ta" con centers. For walls
supported on concrete foundation, install 5d8' anchor bolts at 48".
2. One side sheathed with 1513 plywood or 7116" OSB„ 8d nails I`Q 4" ofc at all plywood panel
edges, 12" odc in field. Where indicated on plans, for walls supported on concrete install
STHD10 holdowns at each panel end attached to (2) 2x with (20)10.14&3-114 nails (per
plan). For walls supported on concrete foundation, install 518" anchor bolts at 45' on
centers.
3. One side sheathed with 15132' plywood or 7116" OSl3. 8d nails @ 2" o!c at all plywood panel
edges, 12' olc in field. Where indicated on plans,. for walls supported on concrete install
LSTIHD8 holdowns at each parcel end attached to (2) 2x with (18) 0.148x3-114 nails (per
plan). For walls supported on concrete foundation.. install 314" anchor bolts at 3T on
centers.
Notes-
T. WHERE STHD OR LSTHD HOLDOWN STRAPS ARE INSTALLED TO CONCRETE
O►dERA.TIMBER RIM JOIST OR FRAMING, INSTALL THE `RJ" VARIANT OF THE
HOLDO'INN STRAP.
2. All holdowns Iliateldl shall apply unless noted otherwise in the reduced plan views.
SHEAR ANCHOR BOLTS
CALC ALLOW
BOLT
BOLT
ALLOW
LINE
UNIT UNIT
DIAMETER
SPACINGLOAD
PER
NUMBER
SHEAR I SHEAR
(INCHES)
(INCHES)
BOLT
Mann Story
O
145
D
199
t
12
3
252
Basement
B
124
t
51
2
499
238
5J8
48.001
950.00
238
M
48.00
950.100
238
5J8
48.00
950.00
253
M
45.00
950.00
238
5J8
48.00
950.00
238
5J8
48.00
950.00
511
14
30.00
1.277.50
HOLDOWNS
CALL
LINE
WALL
ALLOWABLE
MODEL
MIN STUD
TENSION
NAILS REQ'D
NUMBER
NUMBER
TENSION (#)
NUMBER
REQUIRED
Maim story
B
C
S=1
1,504
2,325
N1 ST C40
(2) plc
(28) 0-148x3-114-
6-2
1,504
2,325
N1 S7 C40
(2) 2x
(28) D.14t 114-
B-3
1,487
2,325
l41 ST C40
(2) 2x
(2a) 0.148x3-114-
S-4
1.487
2,325
ly1 ST C40
(2) 2x
(2a) 0.14aK3-114-
W
a
0
W
a
Z
U)
�0
Z
0
U)
W
W
IL
U)
W
J
U)
W
Q
Z
(D
U)
U)
W
0
U)
Z)
0
Cni
1,197
2,250
H❑u2-s❑s2.s
(2}2x
{�}s❑5`iFax�-���
C-2
1,201
2,250
ttotR-SIDS2.5
(2) 2x
(6) sostraxz-VZ-
Llnelao:
Calculated
Nail
Nail
Nail
Spacings
Pcneiration
1�Il�vrahlz
Allow- Unit
Strr3s
C-3
1,29{1
2,125
LSTIiDB
(2)2x
(16)D_14114-
RESUB
Unit Shear
Type
quantity
Size
Max
Load
Load
Ratio
f,pllf)i
(in)
;inky
(LLS)
(plfj
'C`4
1,290
2.125
LSTND8
(2)2x
(118)D_14Bx3-114-
Nov01 2021
D
CITY OF EDMONDS
Main Sto rji
D-1
1,696
2,9140
STHD10
(2) 2x
(20) D_14Bx3-114"
DEVELOPMENT SERVICES
DEPARTMENT
B
172
Common
2
16
6
1 314
288
576
0.30
D-2
1,69�6
2,940
STHD10
(2).2x
(2C) a_14t3x3-114-
C
145
Common
2
16
6
1 314
288
576
0.25
D
199
Common
2
16
6
1 314
288
576
0.34
1
OWNER'S
1
12
Common
2
16
6
1 314
288
576
0.02
1-1
101
2,125
LSTND8
(2) 2x
(1C) 0.14Bx3.114-
CONTACT
2
104
Common
2
16
6
1 314
288
576
0.1.0
1-2
101
1,330
MSTC28
(2).2x
(16)0.148x3.1IC-
INFORMATION
3
252
Common
2
16
6
1 314
288
576
CIA4
GERALD AND SUE KING
\ /
4
1 Zu
Common
2
16 6
1
314
288
576
0.2-4
2
8433 SE 62ND STREET
Basement
2-1
852
1,330
MSTC28
(2),2x
(116) 0.14ffx3.114-
WASH G7 N MERCER ND,
/ \
/ \
/ \
/ \
€=
4
A
B
1
2
4
79
124
51
489
186
Cbrnmon
Carrrriorl
Common
Common
Common
2
2
2
.3
2
16 6
16 6
16 6
16 5
16 6
WALL DESIGN
1
1
1
1
1
314
314
X4
314
314
288
288
288
432
288
576
576
576
1.037
576
0.14
0.22
0_Dq
OAS
0 32
3
3-9
3=2
4
4=1
4-2
2,218
2,085
1,147
1,119
2,9140
2,940
1,330
1.330
STHt?10
STHD10
MSTC28
NI STC28
(2) 2x
(2) 2x
(2)2x
(2) 2x
(20) D_1419 114'
(2C) D_ 14 114'
(16)0_148x3-114-
(143) 0.14Bx3-114-
206.715.7770
is
The contractor for
held responsible for checking
and verifying all dimensions
on this drawing. Any discrepancies
shall be reported immediately
to Linwood Homes for
corrections and 1
or interpretation.
Basement
A Every notation followed
A-1 710 2,125 LSTHD8 (2) 2x (116) a_ta -114- by'N.I.C.' indicates
A-2 1,309 2,12.5 LSTN18 (2) 2x (16) 0_145 114- that the item is
e / � Species Specific AdJstment Thickrross "Not included in
I� Gravity (Factor I;ir7) B Contract"
O aP °° 8.1 1,225 2,125 LSTHI]8 (2) 2x (1B)D_148x114'
B-2 1,195 2,125 LSTND8 2 2x 16 D.1+48x3-114' DRAWN BY:
Spruce Fir 1 0.42 0.92 711E () i' )
Larch B=3 1,320 2,125 LSTND8 (2) 2x (16)D_148x3-114- DN
8-4 1,366 2,125 LSTND8 (2) 2x (16)D_148x33-114- BCIN NUMBER:
NOT APPLICABLE
Note_ The follm,x-ing values are bay on 7116' O5B
3 or 112" P'lyd 1 CHECKED BY:
1-1 852 2,125 LSTND8 (2) 2x (ifi) D.14&0,114- -
main story
SCALE:
B 7116" OS13 1 8d 6 221 172 2x 2 11411
BASEMENT ENGINEERING C 7116" 0SI3 1 6 221 145 2.x 2-1 923 2,125 LSTND8 (2) 2x (16) 9_148x3-114- DATE:
D 7118" OS13 1 8d 6 221 199 2x 2-2 923 2,125 LSTIHDB (2) 2x (16) 11148x3-1r4' OCTOBER 21,2021
IMPORTANT NOTE: 1 7116" OSB 1 8d 6 221 12 2x SALES OFFICE:
ALL HOLDOWNS, STRAPS, TIES # INTERIOR SHEARNALL PLYWOOD AS SPECIFIED BY ENGINEER ARE NOT IN CONTRACT AND TO BE SUPPLIED BY OTHERS. 2 7116" aSB 1 8d 6 221 104 2x 4 TACOMA
3 7116" OSS 1 8d 4 322 252 2x 4-1 945 2,125 LSTN138 (2) 2x (1e) 0.148x3-1Ar SALESREP:
4 7116" OSS 1 8d 6 221 136 2x AMY PERI
WAS Os�� MODEL:
Basement o� �o°� �� CUSTOM
A 7115" OSB 1 & 6 221 79 2x ,, DESIGN
B 7116" 'QSB 1 8d 6 221 124 2x CUSTOMER:
1 7115" oSB 1 8d 6 221 51 2x 110 4133 }0�13 �-L1 KING
2 7115" OSB 1 &i 2 538 499 2x STGIsT�__--
4 7116" OSB 1 & 6 221 186 2x NAL
REVISION NUMBER:
VERSION 3
THIS DRAWING 19 THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS; 107-2807 121
NUMBER OF
NAtL
CALL
LINE
SHEATHING
NAIL
ALLOWABLE
MINIMUM
SIDES
SPACING
UNIT
NUMBER
MATERIAL
S1ZE
SHEAR
STUD SIZE
SHEATHED
(INCHES)
SHEAR
(D-
(D—
SIMPSON MSTC28
(N.I.C) (2) 2x
SIMPSON MSTC28
(N.I.C) (2) 2x
SIMPSON LSTNDS
(N.I.C) (2) 2x
(D—
— — — — — — — — — — — — — — — — — — — — — — — — —
/
SIMPSON MSTC40 I III �--\ SIMPSON MSTC40 SIMPSON MSTC40 \ / SIMPSON MS I SIMPSON MSTC40
(N.I.C) (2) 2x , I j I \ (N.I.C) (2) 2x I j I (N.I.C) (2) 2x \ / I (N.I.C) (2 2x i (N.I.C) (2) 2x
� --L—
� II o I I IIII / ❑
F11
00 I I \ / IIII
I III \ \ /IIII
I III III \ Y / IIII
III \ III \ / IIII F11
SIMPSON NDU2-SDS2.5
o III / IIII
III o o \ iii
SIMPSON MSTC28
IIII \ / IIII (N.I.C) (2) 2x
�II \ IIII IIII
II IIII � / IIII
III \ IIII � � � IIII
iii \ iiii � \ , IIII
III � IIII � � IIII
IIII \ IIII
0
I � \ III / IIII \ I I I �"� I
SIMPSON MSTC28
IIII \ ID
(N.I.C) (2) 2x
❑ tail,
/ \
\
II \
III o�� x3sNow��
III III \ \ IIII \ SIMPSON MSTC28
III III I (N.I.C) (2) 2x
III III IIII \ \ IIII �
III \ I III IIII \
\ SIMPSON LSTNDS III III SIMPSON LSTND8 \ \
(N.I.C) (2) 2x III III (N.I.C) (2) 2x \
III III
w
SIMPSON NDU2-SDS2.5 \ L SIMPSON NDU2-SD 2.5 I 1 III III a \
w
W
z
(D
U
z
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w
Z
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w
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w
Q
z
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OLA
W
C�
0
V
RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CONTACT
INFORMATION
(N.I.C) (2) 2x (N.I.C) (2) 2x (N.I.C) (2) 2x III III \
SIMPSON STNDS III — �I k7777
AND SUE KING
(N.I.C) (2) 62ND STREET
/ III IL ISLAND
00 g8040
I I III III I
actor (builder) is
sible for checking
ng all dimensions
on this drawing. Any discrepancies
shall be reported immediately
Lj r2] to Linwood Homes for
MAIN FLOOR corrections and or interpretation..
E N G I N E E R I N G Every notation followed
by'N.LC.' indicates
CO HEAT that the item is
DETECTO� -
-----------------
"Not included in
Contract"
/ \ I SIMPSON STNDIO
(N.I.C) (2) 2x DRAWN BY:
BCIN NUMBER:
NOT APPLICABLE
SIMPSON LSTNDS I / / \ I
CHECKED BY:
(N.I.C) (2) 2x \
/ SIMPSON STNDIO \
/ (N.I.C) (2) 2x \ SCALE:
n 114" = 1'-0"
DATE:
D '„ ""L !1!1' SIMPSON STNDIO
/ n El\ (N.I.C) (2) 2x OCTOBER 21 2021
SALES OFFICE:
TACOMA
SIMPSON STNDIO SIMPSON STNDIO SIMPSON STNDIO � J. SALESREP:
(N.I.C) (2) 2x 1 (N.I.C) (2) 2x 3 (N.I.C) (2) 2x w� o WAss�{� AMY PERT
13Ro
MODEL:
CUSTOM
I. -
DESIGN
° w� tip�z3
POtCjSR� �CUSTOMER:
ALV11 KING
REVISION NUMBER:
VERSION 3
THIS DRAWING 19 THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & AMENDMENTS;107-2807
POFE
��
OWNER'S CONTACT
GENERAL NOTES
STANDARD NOTES
BY COMMENCING CONSTRUCTION OF A BUILDING FROM THESE DRAWINGS, THE OWNER AND/OR
BUILDER ACKNOWLEDGES THAT THE GENERAL NOTES HAVE BEEN READ AND UNDERSTOOD AS
FOLLOWS.
THE FOLLOWING NOTES ARE TO BE INCLUDED WITH AND BECOME PART OF THE ATTACHED
PLANS.
ALL WORK SHALL CONFORM TO THE CURRENT BUILDING CODES ADOPTED BY AUTHORITIES
HAVING JURISDICTION OR LOCAL BUILDING CODES AND BYLAWS WHICH MAY TAKE PRECEDENCE.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.
LINWOOD HOMES SHALL NOT BE RESPONSIBLE FOR ANY VARIANCES FROM THE FINAL
CONSTRUCTION DRAWINGS AND SPECIFICATIONS, OR ADJUSTMENTS REQUIRED RESULTING FROM
CONDITIONS ENCOUNTERED ON THE JOB SITE, AND 15 THE SOLE RESPONSIBILITY OF THE
OWNER OR CONTRACTOR.
CONSTRUCTION LOADS ON THE STRUCTURE CAUSED BY INTERIM STORAGE OF MATERIALS OR
USE OF EQUIPMENT, SHALL NOT BE ALLOWED TO EXCEED THE DESIGN LOADINGS.
DESIGN ROOF LOAD: 25 psf DESIGN LOAD (BEAMS): 40 psf
(Linwood Min.)
WIND LOAD: 85mph/110mph Basic/Utt. SEISMIC: DI
CLIMATE ZONE: 4C ELEVATION:
SITE LOCATION: 131 SKYLINE DR. EDMONDS, WASHINGTON
AUTHORITY HAVING JURISDICTION: CITY OF EDMONDS
SITE PLAN NOTES
THE OWNER OR BUILDER SHALL BE RESPONSIBLE FOR THE CORRECT SITING OF THIS HOME ON
THE PROPERTY. LINWOOD HOMES ASSUMES NO LIABILITY FOR PLANS COMPLYING WITH ZONING
REGULATIONS OR LOT CONDITIONS.
OWNER TO SUPPLY SITE PLAN, GRADE ELEVATIONS, LEGAL DESCRIPTION, NORTH DIRECTION,
STREET NAME, AND LOCATION OF SERVICES, EASEMENTS, AND RIGHT OF WAYS.
ALL MEASUREMENTS ON SITE PLAN TO BE GOVERNED AND APPROVED BY AUTHORITIES HAVING
JURISDICTION BEFORE STARTING CONSTRUCTION.
WELLS AND SEPTIC DISPOSAL SYSTEMS TO BE LOCATED AND CONSTRUCTED IN ACCORDANCE
WITH HEALTH AUTHORITIES HAVING JURISDICTION.
WOOD FRAMING
- ALL STRUCTURAL FRAMING TO BE S.P.F. No.2 GD. KILN DRIED.
- ALL GLU-LAM BEAMS ARE TO BE D.F. No.l GD. (U.S. GRADE 24f-V4)
- ALL GLU-LAM BEAM END SPLICES OVER COLUMNS TO HAVE 2NI6" 16 GA. METAL STRAP TIE
NAILED ALONG TOP EDGE OF BEAM ENDS TO MEET TOGETHER.
- ALL COLUMNS IN FRAMED WALLS TO BE WELL NAILED INTO ADJACENT FRAMING TO RESIST
LATERAL MOVEMENT.
- ALL FLOOR JOIST SPANS TO HAVE 2x2 CROSS BRIDGING @ MAXIMUM 7'-0" o.c.
- PLACE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS OVER 6'-0" LONG.
- DIMENSIONS ARE FROM OUTSIDE FACE OF EXTERIOR STUDS TO CENTER OF PARTITION
WALLS UNLESS OTHERWISE NOTED. FACE OF EXTERIOR STUD WALL AND FOUNDATION WALL
TO BE FLUSH.
- ALL LINTELS TO BE 2-2x10 UNLESS OTHERWISE NOTED.
- WOOD IN CONTACT WITH CONCRETE TO BE DAMP -PROOFED WITH 45 Ibs FELT, 6 MIL POLY
OR OTHER APPROVED METHOD. PLATES TO BE ANCHORED TO CONCRETE WITH %" DIAMETER
ANCHOR BOLTS @ MAXIMUM 4'-0" o.c. OR OTHER APPROVED METHOD. EXTERIOR SILL
PLATES TO BE LEVEL AND UNDERSIDE SEALED.
- ROOF TRUSSES WILL REQUIRE ENGINEER'S CERTIFICATE. FOR PREFABRICATED TRUSSES,
OBTAIN CERTIFICATE FROM FABRICATOR.
- ALL GLU-LAM BEAMS ARE DENOTED BY THE FOLLOWING TAG.
BEAM CODE B116 101 BEAM LENGTH
5"x12" BEAM SIZE
TYPICAL FLOOR DESIGN CRITERIA
ROOM NAMES
FLOOR FINISH
DESIGNED DEAD LOAD
DESIGNED LIVE LOAD
KITCHEN, FOYER,
ASSUMED TILE
30 LBS.
40 LBS.
BATH, LAUNDRY
FLOORING
LIVING ROOM,
ASSUMED CARPET
15 LBS.
40 LBS.
GREAT ROOM,
OR WOOD FLOORING
DINING ROOM,
BEDROOMS,
DEN,
HALLWAYS
SHOULD ANY MATERIALS OTHER THAN THOSE LISTED BE FOUND ON THESE PLANS PLEASE
ADVISE OUR OFFICE AT YOUR EARLIEST CONVENIENCE. BY DOING SO WE WILL BE ABLE TO
MAKE CORRECTIONS TO THE DRAWINGS AND REPLACE ANY PLANS IF NECESSARY.
FOUNDATIONS
- FOUNDATION LAYOUT SHALL CONFORM TO FINAL CONSTRUCTION PLANS
- DESIGNED SOIL BEARING CAPACITY 15 MINIMUM 1500 p.s.f.
- VERIFICATION OF THE SAME 15 THE OWNER'S RESPONSIBILITY TO PROVIDE.
- ADJUST FOOTING SIZES IF SOIL BEARING CAPACITY IS NOT AS REQUIRED.
- FOUNDATIONS SHALL BE ON SOLID UNDISTURBED BEARING AND BELOW FROST LINE.
- FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS REACHED ITS
SPECIFIED 28 DAY STRENGTH OR UNTIL ADEQUATELY BRACED SUBJECT TO APPROVAL BY
AUTHORITY HAVING JURISDICTION.
- ALL STRUCTURAL CONCRETE TO HAVE MIN. 28 DAY COMPRESSIVE
STRENGTH OF 20 MPa, EXCEPT EXTERIOR STEPS, CARPORT $GARAGE
FLOORS WHICH REQUIRE 32 MPa MIN. 28 DAY COMPRESSIVE STRENGTH
- BEAM POCKETS TO HAVE Y2" AIRSPACE AROUND END OF BEAM.
- GRADES SHOWN ON PLANS ARE ESTIMATED. FOUNDATION WALL HEIGHTS MAY REQUIRE
ADJUSTMENT TO SUIT SITE CONDITIONS
- ALL CONCRETE AND MASONRY FOUNDATION WALLS EXCEEDING HEIGHT LIMITS SPECIFIED BY
CURRENT BUILDING CODES REQUIRE ENGINEERING.
- PERIMETER DRAINAGE SHALL BE INSTALLED WHERE REQUIRED TO THE APPROVAL OF LOCAL
AUTHORITIES.
- LINWOOD HOMES ACCEPTS NO RESPONSIBILITY FOR THE DESIGN OF THE FOUNDATION AND
ENGINEERING THEREOF TO MEET SOIL CONDITIONS OF THE BUILDING SITE.
ELECTRICAL
ELECTRICAL LAYOUT WHEN SHOWN TO BE USED AS A GUIDE ONLY, ELECTRICAL CONTRACTOR
TO ENSURE THAT DESIGN AND SYSTEMS MEET LOCAL AND NATIONAL CODES.
ALL SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED BETWEEN FLOORS.
INSTALLATION OF ELECTRICAL ITEMS MUST COMPLY WITH LOCAL ELECTRICAL CODES AND
REGULATIONS AND WITH THE LOCAL ELECTRIC POWER SUPPLIER'S REGULATIONS IN ALL
RESPECTS.
OUTLET LOCATIONS SHOWN ON PLANS COMPLY WITH OR EXCEED CURRENT BUILDING CODE
MINIMUM REQUIREMENTS AND ARE TO BE USED AS A GUIDE ONLY. ADJUST ACCORDING TO
OWNER'S AND/OR LOCAL AUTHORITY'S REQUIREMENTS.
IMPORTANT NOTE: RECESSED LIGHT FIXTURES ARE NOT RECOMMENDED TO BE USED IN AREAS
WITH PARALLEL CHORD TRUSSES (OR ROOF JOISTS) $ TRUSSES, DUE TO INCREASED RISK OF
CONDENSATION OCCURRING IN THE ROOF CAVITY.
INSULATION AND VENTILATION
MINIMUM INSULATION $ FENESTRATION VALUES TO CONFORM TO U.5 DEPARTMENT OF ENERGY
TABLE 402.1.2 AND/OR SUBSEQUENT STATE AMENDMENTS. VALUES SHOWN ON SPECIFICATIONS
SHOULD MEET AND EXCEED ALL REQUIREMENTS,
ATTIC OR ROOF SPACES TO BE VENTED MINIMUM Y5o OF AREA. UNHEATED CRAWLSPACES
TO BE VENTED MINIMUM y5o OF AREA WITH CLOSABLE VENTS.
6 MIL POLY VAPOUR BARRIER SHALL BE INSTALLED TO THE WARM SIDE OF INSULATION
CEILING INSULATION MAY BE LOOSE FILL TYPE OR BATT TYPE. WALL AND FLOOR INSULATION
SHALL BE BATT TYPE.
PROVIDE BAFFLE FOR AIR SPACE (EQUAL TO SOFFIT VENTING) BETWEEN INSULATION AND
ROOF SHEATHING AT EXTERIOR WALL LINE.
INSULATION REQUIREMENTS MAY VARY WITH HEATING SYSTEMS AND WITH LOCAL CONDITIONS.
CHECK WITH LOCAL AUTHORITIES.
ALL ROOF SPACES SHALL BE VENTILATED WITH SOFFIT, ROOF, OR GABLE VENTS, OR A
COMBINATION OF THESE, EQUALLY DISTRIBUTED BETWEEN TOP OF ROOF SPACE AND SOFFITS.
HEATING AND PLUMBING
PLUMBING AND HEATING LAYOUTS TO BE PROVIDED BY MECHANICAL CONTRACTORS.
INSTALLATION OF ENTIRE HEATING SYSTEM, WHETHER ELECTRIC, FORCED AIR, OR HOT WATER,
MUST COMPLY WITH MANUFACTURERS DIRECTIONS (WHERE APPLICABLE) AND CONFORM WITH
LOCAL CODES AND REGULATIONS IN ALL RESPECTS.
GAS CONNECTION WILL REQUIRE SEPARATE PERMIT AND INSPECTION.
FUEL BURNING APPLIANCES, INCLUDING FURNACES, FIREPLACES, AND STOVES, TO BE
PROVIDED WITH COMBUSTION AIR SUPPLY FROM EXTERIOR.
VENT DRYER TO OUTSIDE
PROVIDE STANDPIPE AND WATER TAPS FOR WASHER.
ALL MANUFACTURED PRODUCTS ARE TO BE INSTALLED USING THE MANUFACTURERS
BEST PRACTICES PROCEDURES AND/OR MANUFACTURERS INSTALLATION INSTRUCTIONS.
)/2" TYPE 'X' DRYWALL TO BE APPLIED UNDER STAIRS AND AT GARAGE WALLS ADJACENT TO
DWELLING.
ALL INTERIOR AND EXTERIOR FINISHING SHALL BE SPECIFIED BY OWNER. ANY FINISHING
SHOWN ON PLANS SHALL BE CONFIRMED BY OWNER.
EXTERIOR DOORS SHALL BE SOLID CORE AND WEATHER-STRIPPED. GARAGE DOORS TO
DWELLING TO BE AS ABOVE AND SELF -CLOSING.
FLASH AT ALL EXTERIOR OPENINGS.
ALL EXTERIOR FINISHES TO BE APPLIED w/ GALVANIZED NAILS,
ALL SLIDING GLASS DOORS TO HAVE TEMPERED GLASS
OPENINGS IN PARTITIONS SHOWN WITHOUT DOORS ARE FULL HEIGHT UNLESS SHOWN AS AN
ARCH. ARCHES ARE FRAMED 6'-11" HIGH UNLESS OTHERWISE NOTED.
COAT AND CLOTHES CLOSETS SHALL HAVE ONE ROD AND SHELF. LINEN CLOSETS SHALL HAVE
5 ADJUSTABLE SHELVES WHERE POSSIBLE. BROOM CLOSETS SHALL HAVE ONE SHELF.
ALL BATHROOMS SHALL HAVE A WALL MEDICINE CABINET OR ONE LOCKABLE DRAWER.
WINDOW SIZES ARE SHOWN IN FEET AND INCHES 10l
i.e. 4036= 44" WIDE BY 3'-6" HIGH 4 36
DOOR SIZES ARE WIDTH SHOWN BY 614" HIGH ® P26
i.e. 28= 2'-B" WIDE BY 6'-8" HIGH 6
- DENOTES CEDAR LINER \ - DENOTES PINE LINER
ERRORS AND OMISSIONS
LINWOOD HOMES MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE HOME PLANS.
HOWEVER IT IS THE RESPONSIBILITY OF THE BUILDER TO CHECK AND VERIFY ALL DIMENSIONS
AND DETAILS BEFORE PROCEEDING WITH CONSTRUCTION.
SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE AT
YOUR EARLIEST CONVENIENCE. BY DOING 50 WE WILL BE ABLE TO MAKE CORRECTIONS TO
THE DRAWINGS AND REPLACE ANY PLANS IF NECESSARY.
STRUCTURAL DESIGN AND ENGINEERING
ALL ENGINEERING REQUIRED BY THE LOCAL AUTHORITIES IS TO BE PROVIDED BY THE OWNER
UNLESS OTHERWISE STATED IN THE SALES AGREEMENT.
ALTHOUGH THESE PLANS ARE DESIGNED USING STANDARD ENGINEERING AND BUILDING
PRACTICES, THE LOCAL BUILDING DEPARTMENT MAY REQUIRE CONFIRMATION BY A CERTIFIED
STRUCTURAL ENGINEER.
ALL HOLD DOWN HARDWARE AND INTERIOR SHEAR WALL PLYWOOD AS SPECIFIED BY AN
ENGINEER IS NOT INCLUDED IN THE PACKAGE
IM 0.1 0.1 Z4 a I 'TAIEel M
A.G.
APPEARANCE GRADE
HT.
HEIGHT
BD.
BOARD
INSUL.
INSULATION
BED'RM
BEDROOM
JST(S)
JOIST(S)
BF
BIFOLD DOOR
L.C.
LAUNDRY CHUTE
BLDG
BUILDING
LIN.
LINEN
BM
BEAM
MAX.
MAXIMUM
BRIM
BROOM
MIN.
MINIMUM
B/U
BUILT UP
MFR. SPEC'S
MANUFACTURERS SPECIFICATIONS
CANT'R
CANTILEVER
MN
MICROWAVE
C. 1.
CAST IRON
N.B.C.
NATIONAL BUILDING CODE
CLG
CEILING
N.I.C.
NOT IN CONTRACT
CONC.
CONCRETE
0
OVEN
CPD(S)
CUPBOARD(S)
0/
OVER
D
DRYER
OBSC.
OBSCURE
D.F.
DOUGLAS FIR
O.C.
ON CENTER
DIAM.
DIAMETER
0.H.G.D.
OVERHEAD GARAGE DOOR
DN
DOWN
PKT.
POCKET
DEL
DOUBLE
PLY.
PLYWOOD
DIM(S)
DIMENSION(S)
R
RANGE
DR.
DOOR
REO'D
REQUIRED
DW
DISHWASHER
R$S
ROD $ SHELF
ELEV.
ELEVATION
RF.
ROOF
ENS.
ENSUITE
RM
ROOM
E/W
EACH WAY
R.O.
ROUGH OPENING
F
REFRIGERATOR
S/B
SOLID BEARING
FLR.
FLOOR
SL.GL.DR,
SLIDING GLASS DOOR
FL.
FLUSH
SPEC(S)
SPECIFICATIONS
FLUOR.
FLUORESCENT
TYP.
TYPICAL
FND(S)
FOUNDATION(S)
U/
UNDER
FR.
FREEZER
U/5
UNDERSIDE
FTG(S)
FOOTING(S)
W
WASHER
FURN.
FURNACE
w/
WITH
H.B.
HOSE BIB
WP
WEATHERPROOF
HORIZ.
HORIZONTAL
VERT.
VERTICAL
V.B.
VAPOUR BARRIER
ELECTRICAL SYMBOLS
SMOKE DETECTOR AND ALARM CARBON MONOXIDE DETECTORco I
INFORMATION
NAME: GERALD AND SUE KING
ADDRESS: 8433 SE 62ND STREET
MERCER ISLAND, WA g8040
PHONE #: 206.715.7770
LEGAL DESCRIPTION
LOT 53 OF EMERALD HILLS, ACCORDING
TO THE PLAT THEREOF RECORDED IN
VOLUME 31 OF PLATS, PAGE 46-4g,
RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH,
ANSAk
DOF:
tof finish: Certainteed Landmark (AR) (110 mph)
(see plans for locations) -
ve protection: WinterGuard Ice & Water Shield (Eaves and Valleys)
ip edge flashing Included
tofing underlayment: WinterGuard Ice & Water Shield (Less than 4/12)
Iley protection: Metal flashing plus Ice & water shield
eathing: 1/2" plywood (24/16 Span Rating)
-aDDino: Not Applicable
STATE OF HASHING70N oof construction:
also see plans for locations)
TAX ACCOUNT PARCEL No.
004230000005300 upport Beams:
also see plans for locations)
Construction Type
Location
Engineered roof trusses @ 24" o.c.
Entire Roof
Construction Type
Location
Douglas Fir Glulam: 24F-E - Width as per pl
ns
ZONING
apour Barrier:
6 mil poly (N.I.C.)
RS-12
nsulation:
R-49 fiberglass batt (N.I.C.)
(see plans for locations)
-
LOT AREA
eiling type:
5/8" gypsum bd (N.I.C.)
14,127 SO. FT.
(see plans for locations)
-
offit:
5/16" Allura Woodgrain Panel w/Vent Strip
BUILDING & DECK
ascia:
4/4 x 8 Allura FC Cedar Woodgrain
IMPERMEABLE SURFACES
(see plans for locations)
-
YAIN FLOOR BASEMENT, BASEMENT
XT. WALLS:
PANELIZATION OPTIONS: INCLUDED
GARAGE/SHOP @ BASEMENT:
26g7.0 50, FT
xterior siding:
See elevations for locations
COV'D ENTRY: 66.0 SO. FT.
xterior siding A
Allura FiberCement Cedar 7 1/4" Lap siding
COV'D DECK: 75.0 SO. FT.
COV'D DECK: 142.0 50. FT.
xterior siding B:
-
DECK: 413.0 50. FT.
xterior siding C:
-
xterior corner trims:
5/4 x 4 & 5/4 x 3 Allura
LOT COVERAGE:
DECK/ENTRY: 06.0 SQ. FT. (4.g%)
andboard:
Ahura FiberCement woodgrain 5/410 band board
HOUSE FOUNDATION: 207.0 50. FT. (Ig.l%)
(see plans for locations)
33%.0 50. FT. (24%)
indow and door trims:
5/4 x 4 Allura
FLOOR SPACE RATIO:
ainscreen:
Not Applicable
CONDITIONED SPACE:
xterior rigid insulation:
None
MAIN FLOOR: 2162.50 50. FT,
uilding wrap:
Ty -Par
BASEMENT: 1536.28 SQ.FT.
36%.78 50. FT. (24%)
heathing:
1/2" plywood (32/16 Span Rating)
raming studs:
2x6 SPF @ 16" o.c.
UNCONDITIONED:
nsulation: (Wall cavity)
R-21 fiberglass batt (N.I.C.)
MAIN GARAGE: 517.50 50. FT.
BASEMENT
apour barrier:
6 mil poly (N.I.C.)
GARAGE/SHOP: 5g3.7g 50. FT.
nterior finish:
1/2" gypsum board (N.I.C.)
1111.2g 50. F7.(7.g%)
ireplace Chase:
Not Applicable
NT. PARTITIONS:
-
inish type :
1/2" gypsum board (N.I.C.)
(see plans for locations)
-
raming Studs:
2x6 SPF @ 16" o.c.
(see plans for locations)
2x4 SPF @ 16" o.c.
PPER FLOOR:
-
heathing:
-
oists:
-
(see plans for locations)
-
oist support:
-
(see plans for locations)
-
eiling finish: (main floor)
-
(see plans for locations)
-
AIN FLOOR:
-
heathing:
3/4" T&G plywood (24116 Span Rating)
oists:
2x10 SPF @ 16" o.c.
(see plans for locations)
2x10 SPF @ 12" o.c.
loor Insulation:
R-30 fiberglass batt (N.I.C.)
oist support:
Bearing walls & beams
(see plans for locations)
Gludam beams
eiling finish: (basement)
1/2" gypsum bd (N.I.C.)
tair Material: main to upper
-
OUNDATION
BASEMENT
OUNDATION WALLS:
Poured Concrete Wall
oundation Siding:
Not Applicable
See elevations for locations)
-
XTERIOR WALLS:
Included in contract
xterior siding:
Same as Exterior Walls
See elevations for locations)
Same as Exterior Walls
ainscreen:
Same as Exterior Walls
See elevations for locations)
Same as Exterior Walls
xterior rigid insulation:
Same as Exterior Walls
uilding wrap:
Same as Exterior Walls
heathing:
Same as Exterior Walls
raming studs:
Same as Exterior Walls
sulation: (Wall cavity)
ln
Same as Exterior Walls
apour barrier:
Same as Exterior Walls
nterior finish:
Same as Exterior Walls
INT. PARTITIONS:
-
inish type:
1/2" gypsum board (N.I.C.)
raming Studs:
2x6 SPF @ 16" o.c.
(see plans for locations)
2x4 SPF @ 16" o.c.
trapping @ concrete
2x4 SPF studs @ 16" o.c.
tair Material: base to main
Standard 2xl2 stringers & treads (Incl.)
N.I.C.:
EVERY NOTATION FOLLOWED BY'N.I.C.' INDICATES
THAT THE ITEM IS NOT INCLUDED IN THE CONTRACT
WINDOWS DOORS & SKYLIGHTS: See plans for locations
Windows / patio doors A
Window Jamb:
Windows / patio doors B:
Milgard Ultra fiberglass
No Jambs/No U-Channel (DWR)
initials
Window Jamb:
Exterior Doors A:
Jamb & Brickmould
Therma Tru as per final schedule
Clr hem jamb / mill finish sill
initials
Exterior Doors B:
Milgard Ultra fiberglass as per final schedule
Jamb & Brickmould
Primed Jamb Extension
Exterior Doors C:
Jamb& Brickmould
Skylights:
Velux (Included as per schedule)
Interior Doors:
Not Included in Contract
DECK:
Decking:
5/46 Timbertech Pro Terrain decking (hidden fastener)
Joists:
P.T. 2x10 Hem/Fir @ 16" o.c.
Support:
P.T. Hem -Fir Nail -Lam beam as per plans
Deck Trim Board
1x12 Timbertech
Railing:
Timbertech Radiance Cable Railing
Stair Specs:
-
COV'D ENTRY:
Built -Up Post (Included)
Decking:
Concrete Stoop by others
Joists:
-
Floor beams:
Deck Trim Board
-
Roof beams
Roof construction:
Ceiling type:
SPF Nail -Lam w/4/4 Allura Pinnacle wrap
Engineered scissor roof trusses @ 24" o.c.
5/16" Allura Woodgrain Panel
initials
Railing:
Stair Specs:
Cli DECK: (Stairs):
-
-
initials
Decking:
5/46 Timbertech Pro Terrain decking (hidden fastener)
Joists
P.T. 2x10 Hem/Fir @ 16" o.c.
Floor Support
P.T. Hem -Fir Nail -Lam beam as per plans
Deck Trim Board
1x12 Timbertech
Roof Support
Glu-Lam beams as per plans
Roof construction:
Engineered roof trusses @ 24" o.c.
Ceiling type:
5/16" Allura Woodgrain Panel w/Vent Strip
Railing:
Timbertech Radiance Cable Railing
Stair Specs:
not applicable
NOTES:
Gable Trims:
Braces, Brackets & Corbels:
Caulking:
Not Included in Contract
Nail Package: Roofing:
Not Included in Contract
Framing :
Not Included in Contract
Roofing Delivery Parameters:
Delta
COLORS,
PRE -STAIN, AND FINISHES:
Window:
Window trim flashing:
Window head flashing
Exterior: Frosty. Interior: White
TBD
TBD
initials
Window sill flashing:
Ext. door hardware & finish:
Ext. door hinge finish:
TBD
TBD c/w Deadbolt. Satin Chrome
Satin Chrome
initials
Roofing:
TBD
Drip edge flashing:
TBD
Valley flashing:
TBD
Roof to wall flashing:
TBD
Fascia:
TBD
Soffit:
TBD
Soffit vent:
White or Brown or Mill Finish (#140 Vent)
Exterior Porch Ceiling Liner:
TBD
Interior Ceiling Liner:
-
Siding A:
Siding B:
TBD
-
Siding C:
Corner trim:
Window / door trim:
-
TBD
TBD
initials
Band board:
Band board flashing:
Decking:
TBD
TBD
Stone Ash
initials
Deck trim board:
Stone Ash
Deck railing:
TBD
NOTES:
Velux FSM06ancluded
DRAFTING CHANGE FEE SCHEDULE:
2 SETS OF CHANGES TO PRELIMINARY PLANS ARE PROVIDED AT NO CHARGE.
ADDITIONAL CHANGES ARE BILLED AT $75.00 PER HOUR WITH A MINIMUM FEE OF $200.00.
1 SET OF CHANGES TO CONSTRUCTION PLANS, PLUS ANY CHANGES REQUIRED BY AN ENGINEER
BUILDING DEPARTMENT OR AS A RESULTOF ON -SITE CONDTIONS ARE PROVIDED AT NO CHARGE.
ADDITIONAL CHANGES ARE BILLED AT $75.00 PER HOURS WITH A MINIMUM FEE OF $300.00.
REQUESTED DELIVERY DATE: DATE:
FINAL PAYMENT IS REQUIRED 7 DAYS PRIOR TO THE 'REQUESTED DELIVERY DATE' GIVEN ATTHE
TIME THE ORDER IS PLACED IN PRODUCTION.
APPROVAL FORM FOR ORDERING MATERIALS REQUIRED FOR PURCHASE AGREEMENT # 107-2807 AND ASSOCIATED AMENDMENTS
INITIALS INITIALS
I / WE HAVE REVIEWED THE FINAL PLANS AND CONFIRM THAT, AFTER MAKING ANY CHANGES MARKED UP ON THE PLANS, THEY ARE APPROVED FOR ORDERING MATERIALS
I / WE ACKNOWLEDGE THAT NO CHANGES WILL BE MADE ONCE AN ORDER IS IN PRODUCTION WITHOUT PAYING A CHANGE FEE
I / WE HAVE REVIEWED AND INITIALED EACH SECTION ON THE SPECIFICATION SCHEDULE ABOVE AND CONFIRM THE SCHEDULE ACTUALLY REFLECTS THE PRODUCTS AND COLOURS CHOSEN
I / WE CONFIRM THAT WE HAVE RECEIVED A BUILDING PERMIT, OR ALTERNATIVELY DO NOT REQUIRE A BUILDING PERMIT
I / WE ACKNOWLEDGE THAT THE FINAL PAYMENT IS DUE 7 BUSINESS DAYS PRIOR TO OUR REQUESTED DELIVERY DATE OF:
(Requested delivery date must be a minimum of 5 weeks from the date ALL information and Production deposit is received)
PURCHASER PURCHASER SALES CONSULTANT DATE
COPYRIGHT: THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD., AND IS SUBJECT TO COPYRIGHT PROTECTION. IT IS TO BE USED FOR THIS
PROJECT ONLY. IT IS NOT TO BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF LINWOOD HOMES LTD.
initials
CUSTOM HOMES
initials
TABLE OF CONTENTS
SHEET #
DESCRIPTION
NT1
NAILING TABLES SHEET
initials
ES1
ENERGY COMPLIANCE SHEET
initials
1
BSMNT & FOUNDATION PLAN
2
MAIN FLOOR PLAN
3
ELEVATIONS & SCHEDULES
ELEVATIONS & SCHEDULES
4
5
CROSS SECTIONS
CROSS SECTIONS
6
7
CROSS SECTIONS & DETAILS
8
DETAILS
initials
g
DETAILS
initials
10
ROOF VENTING PLAN
yONS J. ROT.
WA3Fr:, 9'l
ENGINEERING Ca
I -
ENGINEERING �It1�-_ __ -
�ssrdN AL G�
ROOF TRUSS LAYOUT
initials
11
initials
12
1 of 1
THE CITY OF EDMONDS PERMIT SUBMITTAL REQUIREMENTS FOR NEW $J�T ERVICES
FAMILY RESIDENCE DOCUMENT OUTLINES A SITE PLAN FOR THE PURPOS�E01PMAT
HEIGHT CALCULATION. THIS CALCULATION YIELDS A DIFFERENT (HIGHER) RESULT
THAN "THE EMERALD HILLS PLANNED UNIT DEVELOPMENT DECLARATION OF
CONVENANTS, CONDITIONS & RESTRICTION (RECORDED JAN. 1, 1970). WE BELIEVE
THE CONVENANT'S ARTICLE X "PRESERVATION OF VIEW RIGHTS & HEIGHT
RESTRICTIONS" TAKES PRECIDENCE (IT IS A MORE RESTRICTIVE RESULT).
SEE SHEET 4 FOR CONVENANT EXERT & ELEVATIONS SHOWING HEIGHTS.
COVENANT MAXIMUM HEIGHT=395.0' CITY HEIGHT CALC. APPROX=396.33'
MAX. RIDGE HEIGHT = 392.36' WELL BELOW BOTH VALUES.
WINDOW U-VALUES SEE SCHEDULE ON SHEET 3.
DOOR U-VALUES SEE SCHEDULE ON SHEET 4.
;ROSS SECTION SHOWING BUILDING ASSEMBLIES SEE SECTION B ON SHEET 5.
REVISIONS SCHEDULE :]
DATE DESCRIPTION BY
MAY 28, 2021 REVISIONS PER CLIENT CHANGES DP
JUNE 16, 2021 ENGINEERING REVISIONS AND UPDATES FOR PERMIT REQUIREMENTS DP
JULY 9, 2021 REVISIONS TO SATISFY PLAN REVIEW REQUIREMENTS DP
OCT. 27, 2021 REVISIONS PER CIVIL UPDATES AND CLIENT REQUEST. DP
CLIENT INFORMATION
PURCHASE AGR
CUSTOMER:
SALES OFFICE:
SALES REP:
EEMENT #: 107-2807
KING
TACOMA
AMY PERI
STANDARD NAILING TABLES
I a-8d common (2-12' x 0.131•); of floor TABILE R602,3(l )
3-10d box (3" - 0,128"j; or
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENTS
DESCRIPTION OF BUILDING ELEMENTS
SPACING AND LOCATION
1. Blocking between ceiling joists, rafters ortrusses
1_ Blocking between ceiling joists, rafters ortmsses
Each end, toenail
to top plate or other framing below
to top plate or other framing below
Each end, toenail
Blocking between rafters or truss not at the wall
Blocking between rafters or truss not at the wall
top plate, to rafter or truss
top plate, to rafter or truss
End nail
Flat blocking 10 truss and web filler
Flat blocking 10 truss and web filler
Face nail
2. Calling joists to top plate
2. Ceiling joists to top plate
Each joist, toenail
3. Calling joist not attached to parallel rafter,
3. Ceiling joist not attached to parallel rafter,
laps over partitions (no thrust)
laps over partitions (no thrust)
Face nail
(see Section 2308.7.3.1. Table 2308.7.3.1)
(see Section 2308.7.3.1, Table 2308.7.3.1)
4. Ceiling joist attached to parallel rafter (heel joinq
4. Ceiling joist attached to parallel rafter (heel joint)
(see Section 2306.7.3.1, Table 2308.7.3.1)
(see Section 2308.7.3.1, Table 2308.7.3.11,
Face nail
5_ Collar tie to rafter
5_ Collar tie to rafter
Face nail
6. Rafter or roof truss to top plate
6_ Rafter or roof truss to top plate
Toenail'
(See Section 2308.7.5, Table 230a.7.5)
(See Section 2308.7.5, Table 2308.7.5)
End nail
7. Roof rafters to ridge valley or hip rafters; or roof
7. Roof rafters to ridge valley or hip rafters; or roof
rafter to 2-inch ridge beam
rafter to 2-inch ridge beam
Toenail
21. Joist to sill, top plate, or girder
3-3' = 0.131 'nails: or
Toenail
ITEM
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE
OF FASTENER' ° s
SPACING AND LOCATION
3-3' 14 gage Staples, 7116"crown
8d common (2111 x 0.131'); or
Roof
22. Rim joist, band joist, or blocking to top plate, sill or other N
framing below
10d box (3' x 0.128'); or
3' = 0.131' nails: or
6' o.c..laenail
1
13lockin between ceiling joists or rafters to to late
g g p p
"
4-8d box (2-1/2 "' x 0.113 ) or
3-8d common (2-1/2'" x 0.131'); or
Toe nail
3' 14 gage staples, 11tR crown
2"8d common (2112 x 0.1311); or
z3. 1"= 6'sub0oor or less 10 each joist
2.10d box (3" x 0,128"j
Face Hall
3-1 Od box ( J3 x 0.128 q ; or
3-3" x 0.13 1 "nails
24.2 subfloor to joist or girder
2-16d common (3112' x 0.162')
Face nail
25. 2" planks (plank & beam - floor & roof)
2-16d common (3112' x GA62')
Each bearing, face nail
2
Ceiling joists to top plate
4-8d box (2-1/2" x 0.113'); or
"" x r } or
Per joist, toe nail
20d common (4• x 0.192')
32' a.c., face nail at top and bottom
staggered on opposite sides
3-10d box (3t" x 01128); or
10d box (3' x 0.128'); or
24' o.c. face nail at top and bot-
3-3 " x 0.131 " nails
3' = 0.131' nails: or
3. 14 gage staples, 71ts crown
tom staggered on opposite sides
4-10d box (3" x 0.128'1; or
2fi. Built-up girders and beams, 2' lumber layers
3
Ceiling joist not attached to parallel rafter, laps over
3-16d common (3-1/2" x 0.162" j; or
Face nail.
And.
2-20d common (4'- 0.192'); or
partitions (see Section R802.5.2 and Table R802.5.2)
4-3'r x 0.131"nails
3-10d box (3' x 0.128"); or
Ends and at each splice, face nail
4
Ceiling joist attached to parallel rafter (heel joint)
Table R802.5.2
Face nail
3-3" x 0.131"nails; or
r115"
3-3" 14 gage staples, crown
(see Section R802.5,2 and Table R802.5,2)
3-16d common (31h' x 0.162'): or
5
x
Collar tic to eaftcr, fact nail or 1-1/4 20 ga. ridge strap to
4-10d box (3 " x 0.128'�; or
3-10d common (3" x 0.148'); or
Face nail each rafter
27. Ledger strip supporting joists or rafters
g p PP 91
4-10d box (Y x 0.128"); or
4-3" x 0.131"nails; or
Each joist or ratter, face nail
4-3" 14 gage staples, r116" crown
rafter
4-3 "" x 0.131 "nails
3-16d common (3112' x 0.162'): or
3-16d box nails (3-1/2"' x 0.135'); or
2 toe nails on one side and 1 toe
28. Joist to band joist or rim joist
4-10d box (3'x0.128");or
End nail
4-3" x 0.131' nails; or
4-3' 14 staples,�116"crown
6
Rafter or rok)f trutis To plate
3- I Od common nails (3 "� x 0.148, ); or
nail on opposite side of each rafter
gage
4-1Od box (3" x 0.128); or
2-8d common x 0.131' ; or
(2'/2' )
"
4-3 x 0.131 "nails Is
or truss'
29. Bridging or blocking to joist, rafter or truss
2-10d box (Y x 0.128"); or
2-3' x 0.131"nails; or
Each end, toenail
4-16d (3-1/2 ", x 0.135 ); or
2-3" 14 gage staples, 7116" crown
3-1 Od common (3" x 0.148"); OI
Toe Hall
Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing tt
Roof rafters to ridge, valley or hip rafters or roof rafter
4-10'd box (3" x 0,128 "); or
4-3 "" x 0.131" nails
Edges Intermediate supports
(Inches) (Inches)
%
to minimum 2" ridge beam
3-16d box 3-1/2" x 0.135); or
6d deformed 6
common or (2'- 0.113') (subfloor and wall)
12
2- 16d common (3-1/2" x 0.162 ; or
8d common or deformed (2112 x 0.131') (roof) or RSRS-01 (23/8' x 0.113") nail (maw 6 12
End nail
2318 x 0.113" nail (subfloor and wall) 6 12
3-10d box (3" x 0.128'); or
30. 318 -1f2'
3-3" x 0.131"nails
1314- 16 gage staple, 1116' crown
4
(subfloor and wall)
0
16d common (3- 1/2 x 0.162")
24 " o.c. face na11
2318 x 0.113' nail (roof) 4
6
8
Stud to stud (not at braced wall panels)
l Od box (3 " x 0.128'); or
1314' 16 gage staple, fi,o' crown (roof) 3
6
3" x 0,131 "nails
16 " o.c. face nail
8d common (2'/2' x 0.131"); or
Stud to stud and abuttingStuds at intersecting urall comers
$
16d box 0-112" x 0.1351; or
1r "+
3 x 0.131 nails
12"o,c. face nail
6d deformed (2' x o.113') 6 12
(subfloor and wall)
24' o.G- face nail
16- o.c_ face nail
8. Stud to stud (not at braced wall panels)
8. Stud to stud (not at braced wall panels)
31 1A/37" - 31, 8d common or deformed (2112 x 0.131')
(roof) or RSRS-01 (2,118' x 0-113') nail 6 12
9
(at braced wall panels)
- _ "
16d common (3-1:"2 " x 0.162
+f
16 o.c. taco nail
(roof)d
23fo x 0.113' nail; or 4 8
10
Built-up header (2" to 2" header with 1/2"spacer)
16d common (3-112" x 0.1621)
16" O_c_ each edgc face nail
16' O.C. face nail
12" o.c. face nail
16d box {3-1/2" x 0. 1 351
12 U.C. each edge lace nail
9. Stud to stud and abutting studs at intersecting wall
9. Stud to stud and abutting studs at intersecting wall
i 2" 16 gage staple,'/,a crown
oorners (al braced wall panels)
corners (al braced wall panels)
32 71 ,-1'1 , 10d common (3' x 0.148'); or 6 12
a �
12' face
ct -8d box 2-1/2" x 0.1 13 ' Or
- ( �'
o.c_ nail
8d deformed (2'!1 x 0.131')
Other exterior wall sheathing
11
Continuous header to stud
4-8d common (24/2" x 0.1311. or
4-1 Od box (3 "' x 0.128 r')
Toe nail
16' o.c. each edge, face nail
10. Built-up Header (2" to 2" Header)
10. Built-up Header (2" to 2' Header)
12' o.c. each edge, face nail
I % galvanized roofing nail
33.112'fiberboard sheathingb ('11s'head diameter);or 3 6
16d common (3-112"x 0.162')
16"O,c- facenull
11 _ Continuous header to stud
11. Continuous header to stud
Toenat1
1114' 16 gage staple with 11,,3' or 1 • crown
17-
1 uIi plate to tap plate
1 Oct box {3 " x r7.121i "')- or",
16" o.c- face nail
3
1 1� galvanized roofing nail
34. ?51�' fiberboard sheathing6 (Ilia" diameter head); or 3 6
3" x 0-1 1 " Halls
12 o,c, face nail
12. Top plate to top plate
12. Top plate to top plate
Ilf2 16 gage staple with I/1e or 1' crown
Wood to framing
12' o.c. face nail
8-16d common (3-1/2 " x 0.162'), or
Face nail on each tiidc. of cad joint
structural panels, combination subfloor underlayment
! "t
12-16d box (3-1/2x 0.135"); or
35. 31s' and less 8d common (2 12' x 0.131'1: or 6 12
ul)le top plate Splice
12- l Od box (3 " x 0.128"1; iDi
(minimum 24"lap splice length
joint
Each side of end joint, face nail
6d deformed (2" = 0.113')
x
1.2-3 "' 0"131 "nails
each side of cnd joint)
13. Top plate to lop plate, at end joints
13. Top plate to lop plate, at and joints
(minimum 24" lap splice length
7 8d common (2'12' x 0.131'); or
36. Ig' - 1' 6 12
16d common (3-1/2 ' x 0.162 "1
16 " o.c- Marc nail
each side of end joint)
8d deformed (2'12" x 0.131")
rod common (3' x 0.149'); or
37. 1'is'-1'la' 6 12
14
Bottom plate to joist, lam ]U15I, band joist or
16' face
16d box (3-1/2" x 0.135'); or
o.c. nail
8d deformed (211� x 0.131')
blocking not at braced wall oriels
g ( panels)
",
12 o.c. face nail
14. Bottom piste to joist, rim joist, band joist or blocking
14. Bottom plate to joist, rim joist, band joist or blocking
Panel siding to framing
3 "" 0.131 "' nails
3-16d box (3-1/2" x 0.135 ")'' or
3 each 16" o.c. face nail
(not at braced wall panels)
(not at braced wall panels)
12' o.c- face nail
6d corrosion -resistant siding
36 '12' or less Wig' - 0.1061; or 6 12
15
Bottom plate to joist, rim joist, hand jaist or
2-16d common (3-I/2 x 0,1621; or
2 each lb ", o.c. face nail
sd corrosion -resistant casing (2" x 0.099")
blocking (at braced wall pancl)
4-3 "' x 0.131 " nails
4 each 16" o.c. face nail
15. Bottom plate to joist, rim joist, band joist or blocking
15. Bottom plate to joist, rim joist, band joist or blocking
16' o.c. face nail
8d corrosion -resistant siding
4-8d box (2-1 J2" x 0.1 13 1; or
al braced wall panels
al braced well panels
5 (231g x 0.1281); or
39. 1a' 6
2
8d corrosion -resistant eosin g
3-16dbox (3-1/2 rr r x 0.13i ); or
(2'1a" x U.11Yj
4-8d coinmon (2-1/2" x 0.131 "). or
Toe nail.
Toenail
Wood structural panels (WISP), subfloor, roof and Intents wall sheathing to framing and particleboard wall sheathing to
4-10d box (3 "' x 0.128 "); or
Edges Intermediate supports
16
Top or bottom plate to stud
4-3" -: ().1 1 " nails
16. Stud to top or bottom plate
16. Stud to top or bottom plate
(Inches) (inches)
"" 35)or
�621;
End nail
Interior paneling
2-16d common (3-1/2"'x 0. or
Endnail
4tl casing (illy' x 0.080"); or
40.114.
, "
=
4d finish (1'12 x 0.072')
„
3-3 x 0.131v nails
41. 31s' 6d casing (2' x 0,0991); or 6 2
"
3-1 Od box (3rr x 0.128 1; or
17. Top plates, laps at corners and intersections
17. Top plates, laps at corners and intersections
Face nail
6d finish (Panel supports at 24 inches)
1?
Top plates, laps at corners and intersections
2-16d common (3-1/2" x 0.162); or
Face nail
3 3" x 0 1311, l
18. 1' brace to each stud and plate
18. 1' brace to each stud and plate
Face nail
19. 1' x 6'sheathing to each bearing
19. 1' x 6'sheathing to each bearing
Face nail
20. 1' x 8' and wider sheathing to each bearing
20. 1' x 8' and wider sheathing to each bearing
Face nail
24' o.c. face nail
8. Stud to stud (not at braced wall panels)
8. Stud to stud (not at braced wall panels)
16' o.c. face nail
16' o,c- face nail
12' o.c. face nail
9. Stud to stud and abutting studs at intersecting wall
9. Stud to stud and abutting studs at intersecting wall
corners (al braced wall panels)
corners (al braced wall panels)
12' o.c. face nail
16' o.c. each edge, face nail
14. Built-up header (2" to 2" header)
10. Built-up header (2" to 2" header)
12' o.c. each edge, face nail
11 _ Continuous header to stud
11 _ Continuous header to stud
Toenail
16' o.c. face nail
12. Top plate to top plate
12. Top plate to top plate
12' o.c. face nail
Each side of end joint, face nail
13. Top plate to lop plate, at end joints
13. Top plate to top plate, at end joints
(minimum 24" lap splice length
each side of end joint)
16' o.c. face nail
14. Bottom plate to joist, rim joist, band)oist or blocking
14. Bottom plate to joist, rim joist, band joist or blocking
(not at braced wall panels)
(not at braced wall panels)
12' o.c. face nail
15. Bottom plate to joist, rim joist, band joist or blocking
at braced) wall panels
15. Bottom plate to joist, rim joist, band joist or blocking
at braced wall panels
16' o.c. face nail
Toenail
16. Stud to top or bottom plate
-
16. Stud to top or bottom plate
End nail
a
17. Top plates, laps at corners and intersections
17. Top plates, laps at corners and intersections
Face nail
18. 1' brace to each stud and plate
18. l' brace to each stud and plate
Face nail
19. 1' x 6'sheathing to each bearing
19. 1'- 6'sheathing to each bearing
Face nail
20. 1' x 8' and wider sheathing to each bearing
20. 1' x 8' and wider sheathing to each bearing
Face nail
TABLE R602,312)
ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
NOMINAL MATERIAL THICKNESS
(inches)
DESCRIPTION -OF FASTENER AND LENGTH
(inches)
SPACING`OF FASTENERS
Edges
(inches)
Intermediate supports
(inches)
Wood structural panels subfloor, roof' and wall sheathing to framing and particlebuard wall sheathing to framing'
Slaplc 15 Vy 1-314
4
8
I rn 1 '
0.097 - 0.099 Nail 2-1 A
3
6
Staple 16 ga. 1-3/4
3
6
0,1l3Nail 2
3
6
19 32 cold S
Staple 15 and 16 ga. 2
4
9
0.097 - 0.099 Nail 2-114
4
8
Staple 14 ga. 2
4
8
Staple 15 ga. 1-31A
3
6
-3 32and 3 4
0.097 - 0.099 Nail 2-1/4
4
9
Staple 16 ga. 2
4
8
Staple 14 ga. 2-V4
4
8
0.113 Nail 2-1/4
3
6
I
Staple 13 ga. 2-114
4
8
0.097 - 0.099 Nail 2-1/2
4
8
NOMINAL MATERIAL THICKNESS
(inches)
DESCRIPTION"'hnF FASTENER AND LENGTH
(inches]
SPACING"OF FASTENERS
Edges
(inches)
Body of panald
(inches)
Floor underlayment; plywood -hardboard -particleboard -fiber -cement`
Fiber -cement
Fiber -Cement
3d, corrosion -resistant, ring shank nails
(finished flooring othcr than tile)
3
1/4
Sbtple 18 ga., 7/8 long, 114 crown
(finished flooring other than tile)
h
1"1?4 long x .121 shank x .375 head diameter corrosion -resistant
(galvanized or stainicss steel) roofing nails (for tilt finish)
$
8
1-114 Jong, No. 8 x .375 head diameter, ribbed warer-hi .Lrcws
(for tile finish)
8
8
Plywood
1/4 and 5/16
1-114ring orscrew shank nail -minimum
12-1/2ga, (0.099) shank diumcter
3
6
Staple 18 ga., 718, 3116crown width
2
5
U32, 3/$, 15132, and L/2
1-1/4 ring or screw shank nail -minimum
12-1/2ga. (0.099") shank diameter
b
81
19/32, 518, 23/32and 314
1.1/2 ring or screw shank nail -minimum
12-1/2ga. (0.099) shank diameter
6
8
Staple 16 ga. 1-1/2
6
8
Hardboard'
1-1/2onng ring -grooved underlayment nnil 6 6
0.200 4d cement -coated sinker nail 6 6
Staple 18 ga., T8long (plastic coated) 3 6
Particleboard
1/4
4d ring -grooved underlayment nail
3
6
Staple 18 ga., 718 long, 3/16 crown
3
6
318
6d ring -grooved underlayment nail
6
10
Staple 16 ga.,1-1/8 tong, 3/8 crown
3
(1
1/2, 5/8
6d ring -grooved underlayment nail
6
10
Staple 16 ga., 1-5/8 long, 3/8crown
3
6
For SI: I inch = 25.4 ram.
a. Nail is a general description and shall be permitted to be T-head, modified round head or round head.
b. Staples shall have a minimum crown width of 7/16-inch on diameter except as noted.
c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails or staples shall be spaced at not
more than 12 inches on center at intermediate supports for floors.
d. Fasteners shall be placed in a grid pattern throughout the body of the panel.
e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way.
f. Hardboard underlayment shall conform to CPA/ANSI A135.4
g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speed is less than 130 mph. Fasteners attaching wood
structural panel roof sheathing to gable end wa0 framing shall be installed using the spacing tisted for panel edges.
h- Fiber -cement underlayment shall conform to ASTM C1288 or ISO 8336, Category C.
- Hai S
jsS J. RD 3-8d box (2-1/2 " x 0.113 ")' or
WAS, r�l� 18 1 "brace to each stud and plate 2-8d common (2-1/2"' x 0.131'), or Face nail
2-1 Od box (3" x 0.128"j; or
(� 2 staples 1-3/4"
3-8d box (2-1/2"x 0.1131, or
0� 29133 k� 1��Z3125 2-8d common (2-1/2" x 0.131'); or
��� �FcfsT1 R I 19 1 " x 6" sheathing to each bearing 2-1 Od box 0'" x 0.126"); or Face nail
4SjONAI.2 staples, I" crown, 16 gA., 1-3,14"
long
ITEM DESCRI"ON OFBUILDING ELEMENTS NUMBER AND TYPE
OF FASTENER,-,,
SPACING AND LOCATION
3-8d box (2-1/2 " x 0.113 "); or
3 8d ')I?2" x 0 13l ")'
2-1Od box (3" x 0.1281, or 2-8d
29
Bridging or blocking to 'oist
g 8 j
colnlnon
12-112"x0,131",nr2-3"x0,131rj
Each end toe nail
nalls
Wood structural panels, subfloor, roof and interior wall sheathing to training and particleboard wall s'fleathing to fralning
Isee Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing]
6d common (2"' x 0.113') nail (Stib-
flllar, wall)`
30
3/8""- 1/2"
8d common (2-1/2" x 0. 13 11 nail
6t
(rout); or RSKS-01 (2-3/8"' x 0.111
nail (roof)'
8d common nail (2-L12"x 0.131
31
19132" 1 "
RSRS-01-1 (2-318"" x 0.1 13") nail
6
(roo I�i
32
1-1/8" 1-1/4"
10d eommcln (3 "' x"0.148")nail; or
6
8d (2-112. x 0.131 ') deformed nail
Dither wall sheath I ng13
1- 1/2 " galvanized roofing nail, 7116"
33
112"structural cellulosic fiberboard
head
sheathing
diameter; or I-114" long 16 go, staplc
with 746" or I"crown
25,132 "' structural cellulosic
1-3/4" galvanized roofing nai I, W l 6"
34
fiberboard sheathing
head diameter, or 1-12 long 16 ga.
3
staple with 7.116 or 1 crown
1-lr'2"galvanised roofing nail; staple
35
1/2"gypsum sheathing,'
galvanized,
,
1-1r"2" long; 1-1/4'screws, Type W
(1T S
1-14" galvanized rooting nail; staple.
36
5/8"'gy]xtium sheathing'
galvanized, "
_
1-5r8 long; 1-51$ screws, Type W
or S
Wood structural panels; cornbination subaoorun,derlayment to framing
37
3/4"an4 less
6d deformed (2" k 0.120") tiail; or
6
8d common (2-1/2" x 0.1311 nail
38
"_
7/)± 1
Sid common (2-1,12" x 0.131 ") nail; or
6
Sd deformed (2-I?'2" x 0,120") nail
39
1-1/8"- 1 I I"
l Od common 0 " x 0.148")nail; or
6
8d dcformed (' 1:�2"" x 0.120") nail
For S1; l inch = 25.4 Irani, I Inuit = 304.8 nun, I III IC per dour - 0.447 n1, s; I ksi - 0.T95 M Pa.
a. Nails are smooth -common, box or defortned shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum
average bending yield strengths as shown_ 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but
not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
- comm�on (- , or
3-1Od box (3" x 0.128); or
3 statues, 1 "crown., 16 ga-, 1-3/4rr
lLvn
20 1" x 8" and wider sheathin to each bearin Vl1 (ic h "r x n Face nail
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INFORMATION
GERALD AND SUE KING
B433 BE 62ND STREET
MERCER ISLAND,
NASHINGTON %040
206.715.7770
S 8
i r t an I $
The contractor (builder) is
4-8d box (2-1/2" x 0,113'); or
held responsible for checking
3-8d common (2-112" x 0,131 "'); or
and verifying all dimensions
3-10d box 0" x 0.128 "j; or
on this drawing. Any discrepancies
4 staples, 1 "crown, 16 ga-, 1-3/4"
shall be reported immediately
long
to Linwood Homes for
Floor
corrections and /
or interpretation.
4-8d box (2-1/2" x 0.1131; or
21
Joist to sill, top plats: or girder
3-8d common (2-1/2" x 0.131 "); or
3-10d box (3" x 0.1281, or
Foe naiE
Ever notation followed
Y
3-3" x 0.131"nails
by'N.I.C.' indicates
8d box (2-1!"2" x 0.1131
4"o.c. toe nail
that the item is
27
Rim julsl, band joist or blocking to sill Dr top
8d common (2-1/2" x 0.1311; or
Not included in
plate (roof applications also)
lOd box (3"x 0.128"); or
6"o.c, toe nail
Contract"
3" x 0.131 "nails
3-8d box (2-1/2"x 0.113 "); or
DRAWN BY:
2-8d common (2-112" x 0.131 "); or
DH
23
1 " x 6"-Ubf'l(M1r or less, to each foist
3-10d box 0" x 0-1281; or
Face nail
2 Staples, 1"crown, 16 ga,, 1-3/4"
KIN NUMBER:
long
NOT APPLICABLE
Floor
CHECKED BY:
24
2" subfloor to joist or girder
3-16d box (3-1/2" x 0.135 "); tn"
L
Blind and face nail
-
2-16d common (3-1/2 x 0.162
SCALE:
25
2" planks (plank & bearn-floor & roof)
3-16d box (3-1/2" x 0.135 r'); or
,aft each bearing, face nail
NOT TO SCALE
c 16d common (3-1/2 x 0.16_')
3-16d common (3-112"x 0-162")
DATE:
OCTOBER 21 2021
26
Band or rim joist to joist
4-10 box (3" x 0.128"`), or
End nail
4-3" x 0.131"nails; or
SALES OFFICE:
4-3" x 1.4 ga- staplcs, 7116"crown
TACOMA
20d common (4" x 0.192"); or
Vail each layer as follows: 32"o,c•
SALESREP:
at top and bottom and staggered-
AMY PERT
10d box (3"x 0.128 "); or
24"o.c. face nail at lop and bottom
27
Built-up girders and beams, 2-incli lumber
3" x 0.131 "nails
staggered on oppo iitc sides
MODEL:
laycrs
And.
CUSTOM
2-20d common (4" x 0',192'); or
pace nail at ends and at each splice
DESIGN
3-10d box (3" x 0,128"1or
CUSTOMER:
3-3" x 0.131"nails .
KING
4-16d box 0-I'2" x 0.135 "); or
----
2ii
Ledger strip supporting joists or ratters
3-16d eoinmon (3-11'2"x 0.162'1; or
At each joist or rafter, feet nail
4-1Od box (3" x 0.128"); or
REVISION NUMBER:
11 or
4-3 x t1. 1 11 nails VERSION 3 IN
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS1 107•2807 N11POFE
2018 Washington State Energy Code - Residential
Prescriptive Energy Cod Compliannce for All Climate Zones In Wash Ington
Sl ngle Fannily - New & Additions (effec W February 1, 2021) Version 1A
These requirements apply to all IRC buildling types, including, detached ane- and two-family
dwellings and multiple single-family dwellings (townhouses).
PVwfert Injormutiion carrtort f"f arrnodorr
131 Skyliine Drive
Edmonds, WA
Instructions: This single-family project will use the requirements of the PrescrilptiNe Path below and
incorporate the minimum values, listed_ Based on the size of the structure, the appropriate number of
additional credits are checked as chosen by the permit applicant.
Provide all information from the following tables as building permit drawings.: Table IR4102.1- Insulation and
Fenestration Requirements by Component, Table fR406.2. - Fuell Normalization Credits. and 406.3 - Energy Credits.
IA Who"IeedRepresentative II III e I II
Al I Climate ironies (fable R4112.1.11
R-Value
Li-Factor'
Fenestration U-Factor"
n,fa
0.30
Skylight U-Factor a
n/a
050
Glazed Fenestration SHGC
n/a
n/a
Ceiling'
49
0.026
Wood Frame Wall P
21 int
0_0S6
Floor
30
0_1329
Below Grade Wall
10/15121 int + TB
0.1142
Slate • R-Value & Depth
10, 2 ft
n/a
R-values are minimums. U-f actors and SHCCare maid mums. When insulation is installed in a cavity that is less
a
than the label or design thickness of the insulation, the compressed' R-value of the irksulatioa from Appendix
Table A101.4 shall not be less than the R-value specified in the table.
b
The fenestration CI -factor column excludes s lights.
"10/15/21 *STB' means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on
the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c
the interior of the basement shall. "10/15/21 t5TEl" shall be permitted to be met with, R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. 'STE-
means R-5 therm. all break between floor slab and basement wall.
d
R-10 continuous insulation is required under heated slab on grade floors. See Section 11402-2_9.1_
For single rafter- Drjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
e
extends over the top plate of the exterior wall.
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f
slab• insulation when applied to existing slabs complying with Section 11503.1.1. If foam plastic is used, it shall
meet the requirements for thermal barriers protecting foam plastics.
For log structures developed in compliance with Standard ICC 4130, log walls shall meet the requirements for
g
dkinate zone 5 of ICC 4DO.
Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard
h
framing 16 inches on center, 713%of the wall cavity insulated _nd headers insulated with a minimum of R-10
insulation.
Prescri_tive Path -Sinn Fa r*.y 201 B rNa`v iinglan Slate Energy Code-R
2019 Washington State Energy Code - Residentioi
Prescriptive EnergyCode Compliance for All Climate Zones In Washington
Single Family -Flew & Additions (effective February 1, 20121)
1
Table 4IM 3 -Energy tiredits ('Single Family)
Lion Descriptlan Credits: SF
5. EFFICIENT WATER HEATING OPTIONS
Only one option from (terns. 5.2 through 5.6 may be selected in this category, hem 5.1 may be combined with a o . n_
A drain water hreat recovery unit(sl shall be installed, which raptures waste water heat from
all and only the showers, and has a mi nimum effic ienry of 40% if i nstalled for eq ual flow or a
minimum efficiency of 54% if installed for unequal flaw. Such units shall be rated in
accordance with C5A B55.1 or IAP'AAD IGC 346-21317 and be so labeled.
5.1
0.5
To qualify to claim this credit, the building permit drawings shall include a plumbing diagram
that specifies the drain: water heat recovery units and the plumbing layout needed to install it.
Labels another documentation shall be provided that demonstrates that the unit complies
with the standard.
5.2
Water heating system shall include one of the following:
0.5
Energy Star rated gas or propane water heater with a minimum UEF of 0.80. s
Water heating system shall include one of the following:
Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or
Solar water heating supplementing a minimum standard) water heater. Solar water heating
will provide a rated minimum savings of FIS therms or 2000 kWh based on the Solar Rating and
(Certification Corporation (S:RCC) Annual Perform ante of OG-300 Certified Solar Water Heating
5.3
S•Ystems or
1.0
I.Vater heater heated by ground source heat pump meeting requirements of {Option 3.3_
To quality to claim this credit, the building permit drawings shall specify the option being
selected and shall specify the water heater equipment type and the minimum equipment
efficiency and for solar water heating stem the calculation of minimum energy savings.
Water heating system shall include one of the following:
Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water
heating specification or
5.4
For R-2 Occupancy, electric heat pump wate r heater(sl, meeeti ng the standards tar Tier I of
1.5
INEEA-s advanced water heating specification, steal I supply domestic hot water to all units. It
one water heater is serving more than one dwelling unit, all hat water supply and
recirculation piping shall be insulated with R-8 minimum pipe insulation. 5
Water heating system shall include one of the following: Electric heat pump water heater
meeting the standards for Tier III of NEEA's advanced water heating specification or
5 S
For R-2 Occupancy, electric heat pump orate r h>,eater(s1, meeti ng the standards tar Tier III of
2 D
NIEEXs advanced water heating specification, shall supply domestic hot water to all units, If
one water heater is searing more than one dwelling unit, all hot water supply and
recirculation piping: shall be insulated with R-8 minimum pipe insulation. s
Water heating system shall include one of the following:
Electric heat pump water heater with a minimum UEF of 2.91 and utilizing a split system
configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall
meet Section 4, requirements for all units, of the NEEA standard Advanced Wirer Hearing
5ped}fcation with the UEF noted above bar
5.6
2.5
For R-2 Occupancy, electric heat pump orate r heater(sj, meeti ng the standards tar Tier III at
NEEWs advanced water heating specification and utilizing a split system. configuration with
the air -to -refrigerant heat excha nger located outdoors, shall supply domestic hot water to all
units. If one water heater is wirving more than one dwelling unit, all hot water supply and
recirculation piping shall be insulated with R-S minimum pipe insulation. s
ualifyt3a Idainn this credit, the building permit drawings shall specifythe option being selected and shall
ffspoeqcifythe
water heat:er equipment type and the minimum equipment efficiency.
Pres,crlpttMe Path -Single Ferny 201$1ReWWngton Stebe Energy Code-R
?'
WASHINGTON STATE ENERGY COMPLIANCE SHEET
2018 WashhVton State Energy Code - ResWeritiai
Prescriptive Energy Co& Compliance for All Climate Zones in Washington
Single (Family -New &Additions (eff elve. February 1, 2021)
Each dwelling u nit In a residential building shall comply with sufficient options from Table R406.2 (fuel
normali2ation credits) and Table 406.3 (energy credits) to achieve the following Iminimurn number of
credits. To claim this credit, the building permit drawings sha 111specify the option selected and the
maximum tested building air leakage, and show the qualifying ventilation system and its control sequence
of operation.
1. Small Dwelling. Unit: 3 credits
Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area,.
Additionsto existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit: 6 credits
All dwelling units that are not Included in #1 or #3
3. Large Dwelling Unit: 7 credits
Dwelling units, exceeding 5,000 sf of conditioned floor area
4. Additions less than SW square feet:1.5 credits
All other additions shall meet 1-3 above
Before selecting your credits an this. Summary table, review the details in Table 406.3 (Single Family), on page 4.
Summary of Table R406.2
Heating
Options
Fuel Normalization Descriptions
Credits - select ONE
Credits
option
User Notes
1
Combustion heating m ini mum, NArECAe
(:Q
0
2
Heat pump`
1-0
)
Ducted Electric Heat Pum
3
Electric resistance heat only - furrraoe or zonal
-1.0
O
4
DHP with zonal electric resistance per option 3.4
0.5
Q
5
All other heating systems
-1.0
O
Energy
Options
Energy Credit Oiption Descriptions
Credits - select ONE
energy aption from each
€ategUr' j
0.5 ❑
1.1
�f®m��
1.2
Efficient Building Envelope
1:01
❑
1.3
Efficient Building Envelope
0.5
❑
1.4
Efficient Building Envelope
1.0
❑
1.5
Efficient Building Envelope
2.0
❑
1.6
Efficient Building Envelope
3.0
❑
1.7
Efficient Building Envelope
0.5
❑
2.1
Air Leakage Control and Efficient Ventilation
0.5
❑
2.2
Air Leakage Control and Efficient Ventilation
1_0
❑
2.3
Air Leakage Control and Effkiertt Ventilation
1.5
❑
2.4
Air Leakage Camtrol and Efficient Ventilation Li
2.0
❑
3.1'
High Efficiency HVAC
1_0
❑
3.2
High Efficiency HVAC
1_0
❑
3.3'
High Efficiency HVAC
1.5
❑
3.4
High Efficiency HVAC
1.5
❑
3.5
High Efficiency HVAC
1-5
❑
3.6'
High Efficiency HVAC L
2.0
❑
4.1
High Efficiency HVAC Distribution System
0-5
❑
4.2
High Efficiency HVAC Distribution System,
1_0
❑
Pre scfi; ti a Path - Single Faft* 21318 Waahinghan State Energy Code-R
2018 Washington State Energy Code - Residenrirai
Prescriptive Energy Cede Compliance for All Climate Zones In Washington
Single Family -New &Additions (effective February 1, 20211
2
Table 4116.3 - Energy Credits (Single Family)
Cl 'on Description Credits• SF
6. RENEWABLE
ELECTRIC ENERGY OPTION
For each 1200 kWh of electrical generation per housing unit provided annually by on -site
wind or solar equipment a 1.01 credit shall be allowed,, up to 3 credits_ G aneraiion shall be
calculated as follows:
For solar electric systems, the design shall be demonstrated to meet this requirement using
the (National Renewable (Energy Laboratory calculator PVWATTs ar approved alternate by
the code official.
6 1
Documentation noting solar access shall be included on the plans, For wind generation
1 0
projects designs shall document annual power generation based an the following factors:
the wind turbine power curve, average annual wind speed at the site,;
frequency distribution of the wind speed at the site and height cif the tower.
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and shall show the photovoltaic or wind turbine equipment type, provide
documentation of solar and wind access, and include a cakulatil3n of the minimum annual
energy power production.
7. At:PPUAINCE PACKAGE OPTION
All of the following appliances shall be new and installed in the dwelling unit and shall meet
the following standards:
Dishwasher- EnergyStar rated
Refrigerator I if provided) - Energy Star rated'
Washing machine - Energy Star rated)
7-1
Dryer- Energy Star rated, ventless dryer with minimu m CEF rating of 5.2
a-5
To qualify to claim this credit, the bu ilding permit drawings shall specify the option being
selected and shall show the appliance type and provide documentation of Energy Star
compliance. At the time of inspection, all appliances shall be installed and connected to
utilities. Dryer ducts and exteriDr dryer vent caps are not permitted to be installed in the
dwel Ii ng unit.
Presol-rbthre Path -Singe F 2,11 201B WaMngtan State Energy Code--P..-
2018 Washington -State .Energy Code - R'e"sWentiai
Prescriptive Energy. Code Compliance for All Climate Zones In Washington
Single Family - New & Additions ~iv'e February 1, 20211
Summary of Table 144O&Z (coat.)
Energy Credits - select ONE
Energy Credit Option Uescripticns (cant_) energy option from User Notes
Optionseach icategory
5.1a Efficient IW!aterHeatir►g 0.5 ❑
5.2 Efficient Water Heating 0.5 O
5.3 Efficient Water Heating 1.0 0
5.4 1 Efficient Water Heating 15 O
5.5 Efficient WaterHeati 2.0 Tier 3, 165 gallon, alectrk hybnd w
5.6 Efficient Water Heating 2.5 0
&1• Renewable Electric Energy (3 credits max) 1.0 ® 18 400 Watt 5a4aria solar panels
7.1 Appliance Package 05
Totol Cruets C:iear Farm
a. An alternative heati ng source sized at a maximum of 05'W/sf (equivalent) of heated floor area or SOO W,
whichever is trigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4) or C40.3.3.2(51
c. Equipment listed in Table C403.3.2(1) or C403.3.2(2)
d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined
with options 5.2 through 5.6. See Table 40�63.
e_ 1.0 credit hif each 1,204 kWh of electrical generation provided annually, up to 3 credits max -
See the complete Table R406.2 for all requirements and option descriptions-
r. Use ^he single radiobuttan In the upper rightef the setneid column to deseleru radlobuttoris in thiatgroup.
Please print only pees 1 through 3 of this worksheet for SlJbmission to yoApilding official.
• DUCTED ELECTRIC HEA7 PUMP SYSTEM NITH ELECTRIC AIR HANDLER ON THE
MAIN FLOOR, DUCTLESS ELECTRIC SYSTEM IN THE BASEMENT FAMILY ROOM
• TIER 3, 65 GALLON, ELECTRIC HYBRID WATER HEATER
• (18) 400 NATT SOLARIA SOLAR PANELS GENERATING 7.2 KN
H7TPS://NNN.SOLARIA.COM/f'ONERXT-OVERVI EN
Pie+mm*lve Path -Single Fait ;r 2Ma WwWngtan State Energy Cod�R
AIR LEAKAGE TESTING REQUIRED PER WSEC R402.4
DUCT TESTING REQUIRED PER WSEC R403.3
3
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THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT &AMENDMENTS.
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RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INFORMATION
GERALD AND SUE KING
B433 BE 62ND STREET
MERCER ISLAND,
NASHINGTON %040
206.715.7770
The contractor (builder) is
held responsible for checking
and verifying all dimensions
on this drawing. Any discrepancies
shall be reported immediately
to Linwood Homes for
corrections and /
or interpretation.
Every notation followed
by'N.I.C.' indicates
that the item is
Not included in
Contract"
DRAWN BY:
DH
KIN NUMBER:
NOT APPLICABLE
CHECKED BY:
SCALE:
114" = 1'-0"
DATE:
OCTOBER 21, 2021
SALES OFFICE:
TACOMA
SALESREP:
AMY PERI
MODEL:
CUSTOM
DESIGN
CUSTOMER:
KING
REVISION NUMBER:
VERSION 3
107-2807IESIPOFE1
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-
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/e TYPE X FIRE -RATED cD zI
GARAGE GYPSUM BOARD TO BE o w
25 -g /24 -7 x 13 -2 APPLIED AT GARAGE CEILING o =
66"x72" o � STORAGE o o
— — — AND AT GARAGE WALLS w oI o ";
SHOWER _ _ _ ADJACENT TO DWELLING.
i u INT. LOAD BEARING WALL:
op Zp IIII ��
0 2x6 STUDS @ 16" O.C. v 3 -2 5 -3 I1 -0 o✓ O w x
6" CONCRETE CURB az ` ` w � (D o III o
STORAGE o @' IS"x8" CONCRETE FOOTING 6 @' Q Q Q in w w m
Iq'-8" x q'-11" �I SEE DETAIL "KK" ON SHEET q q 2 F CE
I m u' � 2 u' � o I n n o a III I
TYP. FURRED WALL N.LC.: p TYP, CONCRETE SLAB (N.I.C.) m Q 26 a� BEAM POCKET. SEE
--------------
I AIR SPACE I DRAIN
p p 4" CONC. SLAB p ui ' m DETAIL 'YY' ON BHT. q._"
R12 F.G. BATT INSULATION 9 6 MIL POLY v r
LL_ In BATH UTILITY I FACE
2x4 STUDS @ 16" O.C. 6" COMPACTED FILL ----_
� �, HYBRID — — — — — — — — — — — — —
xX ELEC.—_--_
6 MIL POLY V.B. v SAUNA
�" GYPSUM BOARD o cv ' o u elnlNEAT
T1B 005 16'
c i c i c-i o PU v 3 1/81x 15 2x10 SPF FL OR J ISTS @ 16"
0
LO o
O
0
O
CID
s
s
m
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i � O.0 2x2 CPS. BR G. @ RETAINING WALLAL .
MID -SPAN DESIGN $ SPEC'S m
BY OTHERS
�.
�w�►®®�+�vvsirvvir_iiurwr�wi�+,��,�%�wrwiw�riwiiwiiisivwiio�iiow�wiirwvTYP. PERIMETER FOUNDATION:
iiiiw.�wiwc��
DOOR BETWEEN GARAGE t DWELLING TO BE 0/allSOLID CORE
OR 2 MINUTE FIRE -RATED,
2) VENT NOT WATER TANK RELEASE VALVE DIRECTLY TO THE
OUTSIDE, PROVIDE SEISMIC STRAPS WITHIN )/ AND LOWER Y3
OF HOT WATER TANK. PROVIDE EXPANSION TANK.
3) INSTAL BOLLARD OR WHEELSTOP TO PROTECT MECHANICAL
EQUIP ENT FROM VEHICLE IMPACT.
4) SOURCES OF IGNITION FOR GAS HOT WATER TANK AND
FURNACE TO BE LOCATED A MINIMUM OF 18" ABOVE FINISHED
FLOOR, OR LABELED FVIR.
5) PROVI ONE OPENABLE ESCAPE WINDOW IN THE BASEMENT
AND EACH SLEEPING ROOM MEETING ALL OF THE
FOLLO EACH
REQUIREMENTS:
- AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT.
(5 @ GRADE LEVEL)
- A M NIMUM CLEAR HEIGHT OF 24"
- A M NIMUM CLEAR WIDTH OF 20"
- FINI HED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE
FINISH ED FLOOR
6) INSTA L DIRECT VENT MANUFACTURED GAS FIREPLACE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
STATE CODES.
7) DRYER TO VENT DIRECTLY OUTSIDE WITH A MAXIMUM VENT
LENGTH OF 25' AND A MAXIMUM OF TWO 90 DEGREE ELBOWS.
8) SMOKE DETECTORS TO BE HARD WIRED, INTERCONNECTED,
WITH BATTERY BACK-UP AND INSTALLED IN THE FOLLOWING
LOCATIONS:
- IN EACH SLEEPING ROOM
- IMMEDIATELY OUTSIDE SLEEPING ROOMS
- MINIMUM OF ONE INSTALLED ON EACH FLOOR, INCLUDING
THE BASMENT
q) PROVIDE PRESSURE REDUCING VALVE AND MAIN WATER
SHUT-OFF ON WATER SUPPLY LINE.
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Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CONTACT
INFORMATION
STEPS - DESIGN $ \ / 8" CONCRETE WALL GERALD AND SUE KING
X' RAISED CONCRETE WALL 8 CONCRETE ALL
8433 SE 62ND STREET
SPEC'S BY OTHERS18 x8 CONCRETE FOOTING
ON 18"x8" CONCRETE OOTING a° 18"xB" CONCRETE FOOTING TYP. CONCRETE SLAB (N.I.C.) SEE DETAIL ON SHEET 12
A I \ SEE DETAIL "JJ" ON MEET 6 I SEE DETAIL " " ON SHEET ? 4" CONC. SLAB
5 a 20'-11" 7'-0/" 6 MIL POLY
FANS TO BE
INSTALLED:
TOILET R00
BATHROOMS,
LAUNDRY
o MERCER ISLAND,
A WASH I NGTON g8040
206,715.7770
6 COMPACTED FILL
\ U N EXCAVATE D /
\
The contractor (builder) is
held responsible for checking
TYP. PERIMETER OU 101`�on
"
8 CONCRETE W L
a'
/
TYP. TURN -DOWN FOOTING:
8' TURN -DOWN FTG. w/ MIN.
���TYP.�EXTERIOR SUPPORT:
DECORATIVE POST PER DETAIL
and verifying all dimensions
this drawing. Any discrepancies
shall be reported immediately
18"xB" CONCRETE FOOTING
SEE DETAIL 'DV""HE-t"
\
\ / I
DEPTH BELOW LOCAL FROSTLINE
SEE DETAIL "MM" ON SHEET q
CONCRETE PIER t CONC. FOOTING
DIMENSIONS TO BE CONFIRMED
'EE'
to Linwood Homes for
corrections and/
SEE DETAIL ON SHEET B.
or interpretation.
Every notation followed
/ \ I
by'N.I.C.' indicates
that the item is
"Not included in
J. Ross
Contract"
TYP. GARAGE SLAB (N.I.C.) \ I
/ 4" CONC. SLAB
was
00WAS]r,,�
WW
DRAWN BY:
6 MIL POLY \
��
DH
BCINNUMBER:
NOOTT APPLICABLE
6x6 W.W.M.
/ 6" COMPACTED FILL \
SLOPE DOWN 3" MIN.
��o ,1,�29133 k� �O�L��LI
�sr�NAL���
CHECKED BY:
/ \
SCALE:
1/4" = I'-0"
DEPRESS CONC. FOUNDATION WALL
AS REQUIRED FOR OVERHEAD DOOR _\
OCTOBER 21, 2021
BASEMENT
&
SALES OFFICE
TACOMA
Q a
w w
ILIA
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FOUNDATION
PLAN
SAY PEE
AMRI
4
I I' -0"
13'-2/"
q
MODEL:
ws
4'—II2"
5'-61I
q'-1°
1536.28 SQ. FT. w/593.79 SQ. FT. GARAGE/SHOP & 49.4 SQ. FT. CRAWLSPACE
CUSTOM
DESIGN
n -6"
11-61
INDICATES GLU-LAM POST
CUSTOMER:
23' -0 "
33' -0"
11' -0"
® - INDICATES NAIL -LAM POST (SOLID BEARING)
KING
----
��
-°
-INDICATES POINT LOAD �
X�7
REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD, AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & 107-2807AMENDMENTS;
PE 1 >�
0
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RETAINING WALLS.
DESIGN t SPEC'S BY
OTHERS
0
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@ 24" O.0
3:12 ROOF PITCH
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CONCRETE LANDING —
it STAIRS. DESIGN
it SPEC BY OTHERS
a
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671 -011
5q'-0"
25'-011 Iq'-0" 15'-011
16'-611 8'-61
1 9
'-61
1 q'-6" 7'-011 8'-011
41-8%"
21-011 21_011 21_011
-A 5
DECK RAILING: <
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z l
TIMBERTECH RADIANCE CABLE 14
RAILING (INCLUDED)
21 - 011
DECK - Q
Q W o 413.0 SQ. FT. c
X w V- m c/w ALLURA WRAP w m TEMP. _TEMP. TEMP. c/ ALLURA WRA _
6x6 A.G D.FIR 8 B 101 26' � 103 201 104 202 105 203 � B 02 16' ABI /
POST (FPI01) 5 I/8"x 16 I/2 C \ g 6 q 2 ®5 ®2 / 5 I/8"x 16 I/2 (2)
— — — — — — — — — — — FACE — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ —
a �, 2-2x10 2-2x10 2-2x1 LO ENG'D NIP/JA K TRUSSES @ 24" O.0 a
3 ) 7 ABI COV D DECK o \ 2-2x10 2-2x10 2-2x1 0 c 3
Q — , o �' 3:12 PITCH COV'D DECK I Q
(2) 142.0 SQ. FT. �o x ' �
ENG'D ROOF TRUSSES @ 24" O.0 TEMP. 75.0 SQ. FT. 4rEMP. -x
m � 0 12 ROOF PITCH - v d'
Q o - 101
3 m I B 135 8' r 102 = \ / o' 106 4 0 L Q
I m �,
6 'n 6 0 61 V
— 4 — 5 I/8"x g FACE a \ / FACE — — — TEMP.
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III 0 O D/w L— �' FACE
m /
III IIII ^� .FACE IIII
MICRO/ 3-2x12 1
III OVEN o6a /III ENG'D HIP/JACK TR SSE
III \KITCHEN @ 24" O.0
15'- " x 14'-8" TEMP. III \ 1 / IIII 3:12 ROOF PITCH
'O' CLEARANCE FIREPLACE
TYPE OF FUEL:
UNIT WEIGHT:
(GAS / WOOD)
FINISH MATERIAL:
(KG /LBS)
FINISH HEIGHT:
(STONE / OTHER)
(MANTEL/CEILING)
CLIENT'S SIGNATURE
FANS TO BE INSTALLED:
KITCHEN:
100 CFM MIN. INTERMITTENT
TOILET ROOM, BATHROOMS, LAUNDRY
It HALLWAY ABOVE MASTER CLOSETS:
50 CFM MIN. INTERMITTENT
0
ENG'D NIP/JACK
III
III
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o
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IN
IN
TRUSSES @ 24" O.0
ROOF PITCH
II
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81-1111 x 121-811
III
Iq'-811
FACE
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6-0
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DIRECT VENT GAS
FIREPLACE (N.I.C)
o
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IN
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IN
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-----
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Q I FACE p 70 210
30 I FACE I I
F 8'-5%11 IIII v 2'-011 3' 611 51_/1I 21_p 111 211 III 3'-VI
III 26 PWR#
PANTRY I III co III
I III
FACE III
III 2 II
UTIL v II GUARD AIL
2211x30" A - OBSC.
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p1124 AC_TS-3" m 31_61 2'
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III \III III (N.I.c) II ENSUITE
III - DINING R06M III IIII
4 r HANDRAIL ---
All IL '
TUB III e II 122 "I"I 11'-6" x 17'- III (N.I.C) _ —_ —_
III 2 w III sl W III 16R DN. I GILDER TRus)kTTICs " II 6R DN. WHOL= III W —� W III III \ \ SH x3u
25 III E G'D R00 TRUSSES @ �e '> D O FANSE III o n- I FACE o o III 2 O.0 3:12 ROOF PIT III III "' 72" HT. WL
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13 611 2 44 6 11I -
7 �� IIIp 13'10"xq'511 o \ I11 0
III I I 4" �' III \ x, I I RETAINING WALL.
'ON7. 102 , 114 TEMP. 0 SC. 0 SC. DESIGN It SPEC'S
III _ 2 2- 10 2-2x10 III — CONT. 2 6 III 2- 10 2-2x10 2-2x10 OBSC. BY OTHERS
FACE Q Q Q \ 21 20 III Ilq 204 IIS III 0- 17 16 115 o
0
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s
GENERAL NOTES:
1) DOOR BETWEEN GARAGE $ DWELLING TO BE 13/" SOLID CORE
OR 20 MINUTE FIRE -RATED.
2) VENT HOT WATER TANK RELEASE VALVE DIRECTLY TO THE
OUTSIDE, PROVIDE SEISMIC STRAPS WITHIN Y AND LOWER Y3
OF HOT WATER TANK. PROVIDE EXPANSION TANK.
3) INSTALL BOLLARD OR WHEELSTOP TO PROTECT MECHANICAL
EQUIPMENT FROM VEHICLE IMPACT.
4) SOURCES OF IGNITION FOR GAS HOT WATER TANK AND
FURNACE TO BE LOCATED A MINIMUM OF 16" ABOVE FINISHED
FLOOR, OR LABELED FVIR.
5) PROVIE ONE OPENABLE ESCAPE WINDOW IN THE BASEMENT
AND IN EACH SLEEPING ROOM MEETING ALL OF THE
FOLLOWING REQUIREMENTS:
- AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT.
(5 @ GRADE LEVEL)
- A MINIMUM CLEAR HEIGHT OF 24"
- A MINIMUM CLEAR WIDTH OF 20"
- FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE
FINISHED FLOOR
6) INSTALL DIRECT VENT MANUFACTURED GAS FIREPLACE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
STATE CODES.
7) DRYER TO VENT DIRECTLY OUTSIDE WITH A MAXIMUM VENT
LENGTH OF 25' AND A MAXIMUM OF TWO q0 DEGREE ELBOWS.
6) SMOKE DETECTORS TO BE HARD WIRED, INTERCONNECTED,
WITH BATTERY BACK-UP AND INSTALLED IN THE FOLLOWING
LOCATIONS:
IN EACH SLEEPING ROOM
- IMMEDIATELY OUTSIDE SLEEPING ROOMS
- MINIMUM OF ONE INSTALLED ON EACH FLOOR, INCLUDING
THE BASMENT
q) PROVIDE PRESSURE REDUCING VALVE AND MAIN WATER
SHUT-OFF ON WATER SUPPLY LINE.
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RESUB
Nov 01 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CONTACT
INFORMATION
0 68
5
5 m
III 3
1 6 0 6a \ 2 1 6
III
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5
5
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GERALD AND SUE KING
II
10 -2 -8 2 -4 I -10
z
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TEMP. COV,D TE
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P. III
8433 SE 62ND STREET
II
III
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MERCER ISLAND
A
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ENTRY
III
m
q
wASHINGTON g8040
6R DN.
5
Jr 66.0 SQ. FT
ENG'D RO
F TRUSSES
2411 O.
206.715.7770
FIRE SEPARATION NOTE:
CC
3-2x10 N.L BEAM
3:12 ROOF
PITCH
%" TYPE 'X' FIRE -RATED
—_ — — — — — — —_
The contractor(builder)is
GYPSUM BOARD TO BE
8
c/w ALLURA FC WRAP
held responsible for checking
APPLIED AT GARAGE CEILING GARAGE
/
\
-
o
and verifying all dimensions
AND AT GARAGE WALLS 221 _011 x 221 _011
�'
on this drawing. Any discrepancies
ADJACENT TO DWELLING.
shall be reported immediately
BUILT-UP POST
to Linwood Homes for
ENG'D ROOF TRUSSES @ 24" O.0
BUILT-UP POST (TYP.)
corrections and/
TIERED RETAINING
3:12 ROOF PITCH
SEE DETAIL 'BB' 'CC'
or interpretation.
WALLS. DESIGN
ON SHEET 8.
RETAINING WALL.
�
SPEC'S BY OTHERS
BYsoT ERSPEC'S
'
Every notation followed
C4
`4
by'N.I.C.' indicates
22
that the item is
CO HEAT
DETECT O Cy
I
=
"Not included in
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Contract
FACE
6R DN.
GIRDER TRUSS o_
123
,Qi-4
i35 J. R s
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WASla,
DRAWN BY:
ENG'D /JACKTRUSSES @ 24" O.0
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G,
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DP
3:12 o0F PITCH o
24
-
BCIN NUMBER:
CID0
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I
�0 ,Q� / �����J 4�-�I
NOT APPLICABLE
CHECKED BY:
8 Ci
6
s1p29133
CABLE �
/
-
s
B 107 18'
a
5 I/8 x 12 \
SCALE:
- - - - - - - -
DATE:
o /
16'-0"x8'-0" O.H.G.D (N.I.C)
\
o
OCTOBER 21,2021
C14nSALES
OFFICE:
I� ALL EXTERIOR WALLS ARE TO BE PRE -FABRICATED TACOMA
HOUSE VENTILATION (PER WAC IBC SECTION M1505.4.IZ --.
WHOLE HOUSE VENT (SECTION M1505.4.1.2) U SALESREP:
MAIN FLOOR PLAN
• IN ACCORDANCE WITH IRC TABLE M1505.4.3(1), WHOLE HOUSE 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1'-1115i6" AMY PERI
VENT TO BE 80 CFM MIN. Q11 � 3'-0" 3'-0" 4'-311 4'-6%q11 3i_p" 31_pll 31_gu MODEL:
• THE WHOLE HOUSE FAN TO BE LOCATED IN THE LAUNDRY =
ROOM. w 0 8'-g%q11 III_p11 131_yg11 CUSTOM
• LOCAL EXHAUST PER wac IRc SECTION 11505.4.4 0 _ 11 14. 3 11 - 1 „ 2162.50 SQ. FT. w/517.50 SQ. FT. GARAGE DESIGN
0 -0 8 8/q 3 /q 5_611 5 6/6
• CFM RATES: ALL INTERIOR AND EXTERIOR RAKED WALLS ARE TO BE FRAMED FULL HEIGHT CUSTOMER:
33'-0° II oy611
0 50 CFM FOR BATHROOMS /TOILET ROOMS w/ BLOCKING @ 8'-0" o.c. STUDS EXCEEDING 20' IN LENGTH ARE TO BE 2-2x KING
0 100 CFM FOR KITCHEN 23 -0 44 -OY16 ----
LAMINATED STUDS w/ STAGGERED JOINTS
67'-0�611 REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD,AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & AMENDMENTS;107-2807PAGE
� 12
SCHEDULESILILI
w z
Window Specifications
U)
Manufacturer: Milgard Glazing: Dualpane Low E Arong, SuncoatMAX Int. Color: White U z
Window Type: Ultra Fiberglass Grilles: Sculptured Colonial (See Elevations) Ext. Color: Frost <ILL U)
Jamb: Drywall Return (No Jamb) Tint: Not Applicable Screens: Standard (Where Applicable) White a
Hardware: Nesting Fold Down Handle (U.N.0) Req'd U-Value: 0.30 Min. NAFS Not Applicable z w
MAX. BUILDING HT. ALLOWED (378.00' + 17.00') = 3g5_00 CONVENANT Q
- - Notes: Foam Spacers Applicable (All Units). Patio Doors: Standard PD Handle & Footlock a
MAX. BUILDING HT. ALLOWED (36g.38' + 25.001) = 3g4.38 CITY 4-POINT CALC Window Schedule 0
Rough Opening Actual Options pLu
o
RIDGE HEIGHT 3g2.36' RIDGE CAP Code Size Description Jamb Area UA Notes a U o w
Width Height U-Value z o
U N
001 3/0 x 4/0 CR - Casement 36 48 0 0.29 12 3.466 Egress a a
12 I P 1 11 , �1111� 12 12 002 2 / 6 x 2 / 0 A -Awning 30 24 0 0.29 5 1.444 Q
3 r 3 3 003 3/ 0 x 4/ 0 CR - Casement 36 48 0 0.29 12 3.466 Egress Q U)
004 3/0 x 4/0 CR - Casement 36 48 0 0.29 12 3.466 Egress JILILI
CURVED TRIMS CUT FROM
5/4 x a ALLURA TRIM _ d o
005 2 / 6 x 3 / 6 CR - Casement 30 42 0 0.29 8.75 2.527
006 3/0 x 5/0 0 - Picture 36 60 0 0.28 15 4.2 X 0
204 2'_011 T MP./OEl OBSC. OBSC. 2.01I 007 6/0 x 6/10 OX - Patio (French Rail) 72 82 0 0.33 41 13.539
J 0 m 008 3/0 x 5/0 0 - Picture 36 60 0 0.28 15 4.2
r4 X 6 FC TRIM n3 Q n2 Q 11 009 2/6 x 3/6 CR -Casement 30 42 0 0.29 8.75 2.527
121 y�o II ED5 1 117, 16 �5 m 010 2/6 x 2/0 O - Picture 30 24 0 0.28 5 1.4
011 2/6 x 2/0 O- Picture 30 24 0 0.28 5 1.4
Lull -
INSTALL 012 2 / 6 x 2/0 A - Awning 30 24 0 0.29 5 1.444
000/COC - 3-Picture 12" Trnasoms. 24"
x _ W 101 7/0 x 4 / 6 over Case -Pict. -Case 84 54 0 0.29 31.5 9.098 Flankers
102 2/6 x 6/6 O/C Casement icture over 30 78 0 0.29 16.25 4.694 12" Transom
CENTER OF LOT @ CURB 378.00' - -
to FLOOR- _ - _ - - - - - - - =- - - _ _ _ _ -L./ �1ArI�FLOo1� = 103 2 / 6 x 5 / 6 0 - Picture 30 66 0 0.28 13.75 3.85
OXXO - 4-Panel Patio
377.50' _ 104 9/10 x 6/10 118 1 /8 82 0 0.33 67.26E 22.213
__________________ I6 _0 x a -0_ 0__G_D _ I_C ______ __ GUARDRAIL Door
OHGD JAMB:
----- @RETAINING
5/4 x a ALLURA FIBER CEMENT o ------_ ° 105 2/6 x 5/6 O -Picture 30 66 0 0.28 13.75 3.85
UL/
CEDAR WOODGRAIN '� ^�1 ------- �° WALL BY OTHERS
�� 106 2/6 x 6/6 O/CL- Picture over 30 78 0 0.29 16.25 4.694 12" Transom
METAL FLASHING AT WALL--__f
Casement
ADJACENT TO OHGD TO ENSURE WOOD ---
-----_ O/CR- Picture over �
TO GRADE/CONCRETE SEPARATION 15 - --107 2/0 x 4/6 Casement 24 54 0 0.29 9 2.6 12 Transom LJJ
MAINTAINED -------------
HEIGHT CALCUI_CATIONs --- ______________° 108 2/0 x 1/0 O - Picture 24 12 0 0.28 2 .56
XX
A 364.5 - �m�� - 109 2/0 x 1/0 O - Picture 24 12 0 0.28 2 .56X O
B = 375.0
C = 360.8 110 2/0 x 1/0 O -Picture 24 12 0 1 0.28 2 .56 XX=
D = 377.2 77
111 2/ 0 x 1/ 0 O- Picture 24 12 0 0.28 2 .56 XX
L/O BASEMENT367.E_0' _ SLAB TOTAL = 1476.7 L/0 BASEMENS AB _T 112 2/0 x 1/0 O - Picture 24 12 0 0.28 2 .56 XX
GRADE = 36q.38 (1476.7/4) 113 2/0 x 1/0 O - Picture 24 12 0 0.28 2 .56 XX O
MAXIUMUM = 3g4.38 PROPOSED 114 2 0 O/CL- Picture over 24 2 1 2 12" T
(AVG. GRADE + 25') D MAXIMUM HEIGHT ALLOWE
TOP OF CONCRETE STREET CURB FRONT ELEVATION
LOTS 50 THROUGH 54: 17 ft. MAX.
HEIGHT FROM CENTER OF LOT FACING
SKYLIGHT DRIVE = 378.00' + 17' = 3g5.0'
DATUM NVD 88
/ x 5/ 0 Casement 60 0 0. 9 0 .888 ransom N
115 2/0 x 5/0 O/C Casement over 24 60 0 0.29 10 2.888 12" Transom V
116 2/0 x 5/0 0/0- Picture over 24 60 0 0.28 10 2.8 12" Transom
Picture
117 2/0 x 5/0 O/CR- Picture over 24 60 0 0.29 10 2.888 12" Transom
Casement
�04
118 1/6 x 6/8 O - Picture 18 80 0 0.28 10 2.8
119 1 / 6 x 6 / 8 O - Picture 18 80 0 0.28 10 2.8
120 2/0 x 5/0 O/CR- Picture over 24 60 0 0.29 10 2.888 12" Transom
14s J. OS*, Casement
CS, OV WA s �t121 2/0 x 5/0 0/0- Picture over 24 60 0 0.28 10 2.8 12" Transom
Picture
_ 4&
122 2/0 x 1/0 0 - Picture 24 12 0 0.28 2 .56
29133 k� ti0�Z3 �Zl
123 2/ 0 x 1/ 0 O- Picture 24 12 0 0.28 2 .56
FGiS R " 124 2/0 x 1/0 O - Picture 24 12 0 0.28 2 .56
�sIONAL��O O/OC - Picture over 12" Transom. Grilles Per
125 4/ O x 4/ 6 48 54 0 0.29 18 5.199 R E S U B
Pict. -Case. Elev.
201 2/6 x 2/6 0 - Picture 30 30 0 0.28 6.25 1.75 Nov 01 2021
MAX. BUILDING HT. ALLOWED (378.00' + 17.00) = 3g5.00 - - - 0000 - CITY OF EDMONDS
202 9/10 x 2/6 118 30 0 0.28 24.583 6.884 DEVELOPMENT SERVICES
MAX. BUILDING HT. ALLOWED (36g.38' + 25.001) = 3g4.38' CITY 4-POINT CALC - - Pic. -Pic.-Pict.-Pict. DEPARTMENT
203 2/6 x 2/6 0 - Picture 30 30 0 0.28 6.25 1.75
RIDGE HEIGHT 3g2.36' 12 12" Heel. Actual
- - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 - - � 3 - - - - - - - - - - - - 204 7/0 x 2/6 O -Eyebrow 84 30 0 0.28 17.5 4.9 Area-14.1279. UA-3.956 OWNERS
3 WEIGHTED U-VALUE: 142.356/ 62.64q = 0.2g4 482.849 142.358 CONTACT
12 �+ INFORMATION
3� FASCIA A: Skylights and Flashing Kits GERALD AND SUE KING
FSM06 8433 SE 62ND STREET
4/4 x 8 ALLURA FIBER CEMENT FLASHING (TYPICAL) Code Descri tion ROU h Open Quantit Su leer MERCER ISLAND,
- CEDAR NOODGRAIN p g p g Y pp
WASH I NGTON g8040
SK-1 FSM06 Type 74 Skylights 30 1/16" x 45 3./4" 1 Velux 206.715.7770
Io o Ioa SK-2 EDL104 Flashing Kit (Asphalt/Fiberglass Roof) - 1 Velux
2 -0 2 -0 The contractor (builder) is
12 12 SK-3 ZOZ-211 Ice & Water Shield - 1 VeluX held responsible for checking
PORCH POST: and verifying all dimensions
Exterior Door S ecifications
6x6 A.G D.FIR POST TYP. p on this drawing. An discrepancies
II� OBSC. OBSC. OBSC. `I 7 ( ) g y p
_ P\ CORNER TRIM: � 106 shall be reported immediately
Manufacturer: Mil Frost Exterior. White Interior Hinge Finish: White
5/4 x 4 it 5/4 x3 ALLURA FIBER � gand ( ) g to Linwood Homes for
i CEMENT CEDAR WOODGRAIN. SEE ` Jamb Type: Jamb Extension Glazing: Dualpane Low E Argon SuncoatMax (Foam Spacers). Tempered DECK RAILING: corrections and/
BUILT-UP POST \ _ „ ' DETAIL 'UU' ON BHT. g ` TIMBERTECN RADIANCE CABLE Jamb Color: Primed Notes: Standard Sill.No Screen. Sculptured Colonial Top Grilles or interpretation.
BUILT-UP OS S \� Hardware- Madrona Handle Re d. U-Value: 0.30
-- RAILING (INCLUDED) q'
_ _ SIDING A : Hardware Finish: White Min. NAFS: Not Applicable
SWEET A- - �1 WINDOW & DOOR TRIM: Every notation followed
- - ALLURA FIBER CEMENT CEDAR 5/4 x 4 ALLURA FIBER CEMENT Exterior Doors by'N.I.C.' indicates
--- - _ = 7-1/41' LAP SIDING (61' EXP.) CEDAR WOODGRAIN. SEE DETAIL Rough Opening that the item is
CENTER OF LOT @ CURB 378.00' 'TT' ON BHT. q. 378.00' - CENTER OF LOT @ CURB Code Size Area U-Value UA Jamb Handing Swing Description
I0 FLOOR--_ - _ - - - - - - _ _ - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - / -MAIN-FLOl _ Width Height "Not included in
377.50' .` 377.50' Double DD-Unit Outswing 2-Panel Door - Contract"
ED-3 6/0 x 6/8 72 94 47 0.28 13.16 6 9/s R-Active Outswing Full Lite, Tempered Glazing c/w 12"
Transom DRAWN BY:
Single D-Unit Outswing 1-Panel Door - Full DH
o° 011 010 RETAINING WALL. 00q DECK POST: ED-4 3 / 0 x 6 / 10 61 %6 93 %2 39.649 0.33 13.084 6 9/g Right Outswing Lite w/One Outswing Side Lite & 12" BCIN NUMBER:
^�
� 6x6 A.G D.FIR POST (TYP.) Transom, Tempered Glazing. NOT APPLICABLE
DESIGN $ SPECS
BY OTHERS w 86.649 26.2441 WEIGHTED U-VALUE: 26.244/86.649 = 0.303 CHECKED BY:
Door Unit Diagrams - Typical
SCALE:
RETAINING WALL. SEE D-Unit SD -Unit DS-Unit SIDS -Unit DD-Unit SDDS-Unit Terrace! Garden Unit /4" = I'-0"
ENGINEERING DETAIL ON (L LH Inswing LH Inswing LH Inswing LH Active Inswng LH Active Inswing LH Inswing - Fixed
SHEET 12 / �`, / ` DATE:
OCTOBER 21, 2021
L/O BASEMENT SLAB _ _367 41' 367.60' L/0 BASEMENT SLAB RH Inswing RH Inswing RH Inswing RH Active Inswing RH Active Inswing RH Fixed - Inswing
- - - - ���- - , .1 ' .� SALES OFFICE:
\
' TACOMA
GARAGE SLAB 365.70' RH Outswing RH Outswing RH Outswing RH Active Outswing RH Active Outswing RH Inswing - Fixed SALESREP:
1 --- AMY PERI
365.85 g -0 x 8 -0 O H G D (N..C) ��
.>'6S OHGD JAMB: LH Outswang LH Outswing LH Outswing LH Active OutsWng LH Active Outswing Fixed - LH Inswing MODEL:
BS 5/4 x 8 ALLUR IBER CEMENT
CEDAR WOODGRAIN ���� CUSTOM
��.� •� Note - Linwood Standard: Double Door Units are to be 1-Panel Active & 1-Panel Pinned Unless Noted Otherwise in the Schedule s DESIGN
RIGHT ELEVATION
NOTE �� CUSTOMER:
THE FOUNDATION DESIGN IS BASED ON ASSUMING EITHER `�.` KING
NATIVE SOIL OR ENGINEERED FILL. CONTACT THE ENGINEER ----
LINWOOD HOMES IF THIS IS NOT THE CASE.
REVISION NUMBER:
VERSION 3
THIS DRAWING IS THE PROPERTY OF LINWOOD HOMES LTD,107-2807AND IS SUBJECT TO COPYRIGHT PROTECTION, IT IS TO BE USED FOR THIS PROJECT ONLY, IT IS NOT TO BE REPRODUCED WITHOUT THE CONSENT OF LINWOOD HOMES LTD IN WRITING, THIS DRAWING IS PART OF PURCHASE AGREEMENT & AMENDMENTS;PORE
12