APPROVED BLD PLN_BLD2022-0069+Architectural_Plan+1.20.2022_1.13.18_PM+2632182--------------------
Altera#i o� � W or I+:�#� ee� - ��T� Wa � hi r�gt�n Sta#� E n ergs+ hod e
�r���t ir�f�i^��r�r7 ��;at��� �n�t#rrrr�fra�
The WSEO r�ui remerlts for al�rati�ns are I�cal,ed i n �ha pter 5 of the code tent.
Alteratlon� �rern�dels� �� nit need t� nb� in enisrgy gyred its from Tabus R�O�a.3
Additions must meet the reguirernents for r�ew �anstruction. This ir�clude5 n�r�conditioned space
altered to �cer�ne conditi�ne� Space.
WIII the wall oa�rities be e�cpa�ed? � Yes � N�
If ��5: Exposed wall �aVIt1eS must be FnSUlated -
2 �£ 4 wolf scuds regui re �-1 � i nsul ation
2 �£ 8 wall sd.ids regui re 1��1 insulation
Wi I I the r�ef��� i li n � fro rni rrg ca+fitles or attio b� e�€po�ed� � J 1{�s � N�
If des; Exposed f�of��eiling assemblies must be insulated -
ulted �eilings� knsulateto the full depth of the framing mamba
while allowing for the min imurrr 1 "ventilated sp
Flat ceili nos= I nsta II R�� insulation or what the attic space c
accornrno�dai� based on the rao# pitoh
Will the floor framing �avitles be exposed
r Yti s
ffr�e�: Exposed floor cavities must � ins�lla�d to F�-3�0
�N�
Are the win��ws and�or doors being replaced � � 1'e� � No
�irrcJudas bnlh windarrr ar dt�or and iramee�
ff des: New v+rindows and doors must have an area vwei�h�d av+era�e l.l-factor of s0.,�
V�III the heatln� �r �lin� ��stem � replad'� � �t?s X
ff �e�: New equipment must meet current requiremerrCs and
ducts need to h� tested
Will the hot vtrater system be al:tered'� r Yes � ty�
If des; New grater heating equipment must meet cu�ent rode requirements
,� re more than �� °�fl of t he I.ig nt fi�ctiu res being ohange�� � lies � N�
If des; �O�o of all lamps must be high effi�ac�
SLED or OFL� .................. .
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ALL WORK SUBJECT
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INSPECTION FOR
CODE COMPLIANCE
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O
VICINITY MAP
O
��� 8 IJVdslhrng��r� 5 rdl'e Frr�r�� ��de-14esrde��rol'
Fr�e�srriptiveFnerg�{�ade ��mpliance far,dJl climate �an�s in 1�adhirtgtan
dingle Farnil�r= flew � r4dditiQn� �ef'fective F�bruar�r 1, �0�1}
Summary ai Table FG4a6.� (t�n�j
��� Ct'adlts -select ONE
�pt4ans Energy �edit�ptlan aescrl�tlans �coril.M ener�w orrtlan from LFser Notes
oath �ate�urw -
�.id Effltlent water Haatltlg U.5
5.� Efficient water Haatl � 0.5
5.3 Effltlent water Haatl rti� 1.�
5.� Efficient water Haatl ng 1.5 ❑
5�5 Efficient water Haatl r� �.0 ❑
5.5 Effttlent water Haattrtig ❑ �.S ❑
5.1{ panewahle Elect�lc Enerrg}r �� creel rts rnaxE i.ff 0
#.1 Apphanca patkaga �.5 ❑
a. ,fin alternatlrre heating saurca sled at a max«m I.rn of �.5 1IIF{sf {equrvalent f �r heated fl oor area ar S� W,
whkhe�rer Is hugger, mangy he Installed In the �wrallrng unrt.
h. IEq ulprnent IIs#ed t rti is ble ��.�.���j ar �.�.���j
c. _q ulprnent listed r r5 Table ��J�. �.��1] ar �*�.9.���7
d. You cannaltsefec[ n,rore LIIan vne optloe from any category Eat�ERi in categortir �. �ptYon 5,1 maw he combined
wish apllon, S.� dlnnugh 5.G_ SeeTahle �Ofr_3_
e. 1.� credit far each 1�.00 kVdh ofelertrlcal gerteraRlan prodded annualt�r upty 3 credits max.
Sea the co m�lete rahfa R�L�6.� far al I r�.qulrernents and aptran dascrlprtlons.
r. Use the �rg4e radiohrriton in tFre upper ri�rt of the sacand edurnn !a deselect sadiahuttone in that $roue.
Please print ens pages 1 thr�u h � of th is w�rl�sh�et fer su bmissi�n t� ur b� ild in effrcial.
1. RIDGE CREST BLK 000 D-00 -LOT 9
2. PARCEL NUMBER 00555400000900
3. VICINITY MAP (SEE THIS PAGE).
4. REMODELADDITION: 8524 215TH ST. SW EDMONDS, WA. 98020
5. OWNER: BRENDAN & BECKIE KELLY
6. STRUCTURAL ENGINEER: MICHEAL MITCHELL, MITCHELL ENGINEERING INC.
MITCHELLENGINEERINGINC@COMCAST.NET
7. 1ST FLOOR = EX. LIV: 1,099.00 SQ. FT., EX. GARAGAE 542.24 SQ.FT. PROPOSED ADDITION: 190.00 S
8.2ND FLOOR: EX. LIVING 1007.00 SQ. FT. PROPOSED ADDITION 75.00 SQ. FT.
9. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF.
10. OCCUPANCY: GROUP R, DIVISION 3.
11. GLAZING U VALUE VERTICAL = .24U VALUE OR BETTER OVERHEAD UVALUE =.50 CEILING
WALL RVALUE=21 FLOOR INSULATION R-30, SLAB RVALUE=R-10 MANUAL WINDOW VENTS
W /EXHAUST FAN OR TIMER IN LAUNDRY ROOM
TABLE OF
CONTENTS
COVER SHEET:
P1 VICINITY MAP, PROJECT INFO.,
ENERGY WORKSHEETS
P2 PLOT PLAN
ARCHITECTURAL:
Al ELEVATIONS
A2 1ST FLOOR
A3 2ND FLOOR PLAN
A4 FOUNDATION PLAN
A5 2ND FLOOR FRAMING
A6 ROOF FRAMING
A7 DETAILS
STRUCTURAL DRAWINGS:
Si-2 STRUCTURAL PLAN
Cit Of Edmonds
y
Building Department
�
Work ADDITION
Address , 8524 215TH ST SW
ner------------------------KELLY
IZ
Approved Date : 02/14/2022
Erie
Buildin Official , �%aY't�1'
9 �------------------------------------------------------
�-
_ ---
Permit Number BLD2022-0069
12. THIS BUILDING IS TYPE VB.
13. COMPLY WITH IBC 2018', IRC 2018', IMC 2018', IFC 2018', UPC 2018, WSEC 2018.
14. ADDRESS NUMBERS (6" HEIGHT ON APPR. CONTRASTING BACKGROUND)
SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
15. PROVIDE FIRE ESTINGUISHERS PER IFC STANDARD 10-1.
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
G
- -
_9.22
VISIONS:
RINTED:
19.22
NOTES
• REGE55ED LIGHTING TO BE IG RATEC
7'-6" IS REG2'D IN ALL HABITAL SPACE
•PROVIDE ONE OPENABLE ESCAPE WIC
SLEEPING ROOM MEETING ALL THE FC
1. AN OPENABLE AREA OF NOT LESS TnCly o.i �t�c.r I.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FINISHED 51LL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR
SUPPLY @FURNACE
6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO
BE SEALED PER SEC. 502.4.3 (WSEC)
ADDITIONAL PLUMBING REQUIREMENTS:
•MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •PRESSURE
REDUCTION VALVE ON MAIN WATER SUPPLY LINE REC�'D BY CITY CODE
•EXPAN510N TANK REQ'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK
RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE
SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &
LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE
STRAPPING •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS
TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE
BIBS (EXT. FAUCETS) ARE REC1'D TO HAVE A PERMANENTLY AFFIXED
ANTI -SIPHON DEVICE INSTALLED •SOAKER &JETTED TUBS SHALL BE INSTALLED
&SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS
GARAGE WALL. IBC.
•IN EACH SLEEP ING ROOM
•OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS
•ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
INTERVENING DDOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY
ELOW THE UPPER LEVEL.
r�_�
SYMBOLS
_ INDICATES ZX6 @ 16" O.C. STUD
WALL W/ R-21 INSUL. (EXT TYPE)
� INDICATES EXISTING WALL
o INDICATES EX. 2X4 @ 16" O.C.
o INDICATES NEW 2X4 @ 16" O.C.
�________� INDICATES WALL TO BE REMOVED
O 120V 5MK DET W/BATT BACKUP
CARBON MONOXIDE DETECTOR
PER IRC 315
�c`x'�i 22"X30" ATTIC ACCESS (30" MIN.
��- `' VERT. CLEAR. WEATHERSTRIP &
INSUL. TO R-49 PER WSEC 502.1.4.4
I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Energy Credit 1A has been selected. Vertical fenestration U-
value not to exceed .24.
� ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' -I
13'
�'I
,ei��lllllll����•-.
N
SCALE: 1/4" = 1'-0"
PROPOSED ADDITON: 190.00 5Q. FT.
EXISTING LIVING:1099.00 SQ. FT.
EXISTING GARAGE: 542.24 SCE. FT.
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTIRES
• CFM FAN COMPLY WITH M1507, 2015 IRC
NOTES
• REGE55ED LIGHTING TO BE IG RATED
7'-6" IS REQ'D IN ALL HABITAL SPACES
•PROVIDE ONE OPENABLE ESCAPE WlNvvvv iry vn✓civicry i cx m cnt,n
SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS:
1. AN OPENABLE AREA OF NOT LESS THEN 5.7 50.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FINISHED 51LL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR
SUPPLY @FURNACE
6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO
BE SEALED PER SEC. 502.4.3 (WSEC)
ADDITIONAL PLUMBING REQUIREMENTS:
•MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •PRESSURE
REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE
•EXPAN510N TANK REQ'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK
RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE
SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &
LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE
STRAPPING •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS
TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE
BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED
ANTI -SIPHON DEVICE INSTALLED •SOAKER &JETTED TUBS SHALL BE INSTALLED
&SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS
GARAGE WALL. IBC.
BACKUP IN THE FOLLOWING LOCATIONS:
•IN EACH SLEEPING ROOM
•OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS
•ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
INTERVENING DDOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY
ELOW THE UPPER LEVEL.
�rz
SYMBOLS
_ INDICATES ZX6 @ 16" O.C. STUD
WALL W/ R-21 INSUL. (EXT TYPE)
� INDICATES EXISTING WALL
o INDICATES EX. 2X4 @ 16" O.C.
o INDICATES NEW 2X4 @ 16" O.C.
�________� INDICATES WALL TO BE REMOVED
O 120V 5MK DET W/BATT BACKUP
CARBON MONOXIDE DETECTOR
PER IRC 315
�c`x'�i 22"X30" ATTIC ACCESS (30" MIN.
��- `' VERT. CLEAR. WEATHERSTRIP &
INSUL. TO R-49 PER WSEC 502.1.4.4
I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Energy Credit 1A has been selected. Vertical fenestration U- '
value not to exceed .24.
'
� ' - ' - . - . - ' - ' - ' - . - . - ' - ' - ' - . - . - ' - ' - ' - . - . - ' - ' - ' - ' - . - ' - ' - ' - ' -I
1 F'
1 '�,'
II��V , ,i'lll���llll�n•-
_ �. �1
SCALE: 1/4" =1'-0"
PROPOSED ADDITION: 75.00 SQ. FT
EXISITING LIVI NG:1007.00 5Q. FT.
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTIRES
• CFM FAN COMPLY WITH M1507, 2015 IRC
IF AS -BUILT CONSTRUCTION IS
DIFFERENT THAN NOTED OR SHOWN
CONTACT ENGINEERING OFFICE.
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'I
Existing foundation vents to be maintained or provisions are
to be provided to supply minimum ventilation of existing
crawlspace.
HDHB f ER SECTION #2
2
NEW MUD -SILL PT. 2X6 W/
5/8" DIA X10" ANCHOR BOLTS
@ 24" O.C. W/ 6ALV. 3"X3"X1/4"
PLATE WASHERS
3
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EX. P05T &FOOTING
CRAWL 51'ACE VENTILATION
CRAWL SPACE AREA = 190/150 = 1.26 SQ. FT. REQ'D VENTING
1.26 X 144 = 182.00 SQ. FT. REQ'D
PROVIDE (3) VENTS @ 87 SQ. IN. EA. = 261.00 SQ IN PROVIDED
VENT SYMBOL - m VENTS LOCATED IN THE RIM PER IRC R408.2
•APPROVAL OF THIS FOUNDATION DESIGN 15 CONDITIONAL SUBJECT
TO INSPECTION OF EXISTING 51TE CONDITIONS.
•RETAINING WALLS MUST BE DESIGNED & CONSTRUCTED TO RESIST
THE LATERAL PRESSURE OF THE RETAINED MATERIAL.
•PROVISIONS MUST BE MADE FOR THE CONTROL &DRAINAGE OF
SURFACE WATER AROUND BUILDING
ex.-cRxvvz II
S ACE ACCESS II
E E E E III
I
rl I
II
II I
II I
II I
II I
I I EX. FLOOR F IAMIN6
II III II
EXISTING 2X
-------- -------------------------------------------------
f
I I
I ■
I
I I
------'
EX. POST & FOOTING
ROOF VENTILATION CALCULATION
75 5Q. FT. ROOF = 0.25 .71
300 .35 3
=1 VENTS REQ'D/NOTE:
50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING
AF50 ROOF VENTS TO BE USED
ROOF PITCH:
VERIFY EXISTING SLOPE TO MATCH
ROOF OVERHANG:
VERIFY EXISTING TO MATCH
DENOTES OVERFRAME W/ 2X6
DOWEL NEW/EXISTING
FOOTING PER DETAIL #3 (SIM)
I V
I
I
I
I
I
I
I
I
I
I
EXISTING CONCRETE FOUNDATION
r VERIFY MUD SILL IS BOLTED TO
� CONCRETE W/ ANCHOR BOLTS SPACED
NO MORE THAT 48"O.C.
I
I
I
I
I
I
I
I
I
I
I
I
I
11
II �W
I
II I I
II I
II i IL -I ---I
II I I
II II II I I
II II I I
II II I I
II II I
II li i I i EXISTING P05T/BEAM
II i lil i BEARING LINE
II I I
II I I
II I I
II I I
II I I
II I I
II I
VE I Y 8�"X16"
I, II
�00 IN�G
II II
II I
II I
II I
I
I
I
I
I------- ---I
--------------------------
---------------------- I
I
--------------------------------- - C
Ilr PdST TO BE REMOVED
r I I-� -i-I
I I I I
I I I I
I
____�'_�. 4X6 COL i_____P.� 4X6 COL
_ 1 � '��
Opp ell������lllllu�-
.. 1
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FACE MOUNT HANCEIZS
win _ u��n � _�..__ ...__..__ .__.
EXISTING WALL VERIFY EX"
WALLS ARE SHEATHED
W/ 1/2" PLYWOOD NAILED
W/ 10d NAILS @ 6" O.C.
CRAWL 51'ACE VENTILATION
CRAWL SPACE AREA = 190/150 = 1.26 SQ. FT. REQ'D VENTING
1.26 X 144 = 182.00 SQ. FT. REQ'D
PROVIDE (3) VENTS @ 87 SQ. IN. EA. = 261.00 SQ IN PROVIDED
VENT SYMBOL - m VENTS LOCATED IN THE RIM PER IRC R408.2
•APPROVAL OF THIS FOUNDATION DESIGN 15 CONDITIONAL SUBJECT
TO INSPECTION OF EXISTING SITE CONDITIONS.
•DETAINING WALLS MUST BE DESIGNED & CONSTRUCTED TO RESIST
THE LATERAL PRESSURE OF THE RETAINED MATERIAL.
•PROVISIONS MUST BE MADE FOR THE CONTROL &DRAINAGE OF
SURFACE WATER AROUND BUILDING
ROOF VENTILATION CALCULATION
75 5Q. FT. 1200E _
300
0.25 .71
.35 3
=1 VENTS REQ'D/NOTE:
50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING
AF50 ROOF VENTS TO BE USED
ROOF PITCH:
VERIFY EXISTING SLOPE TO MATCH
ROOF OVERHANG:
VERIFY EXISTING TO MATCH
DENOTES OVERFRAME W/ 2X6
13'
SCALE: 1/4" = 1'-0"
L
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
. 1 ��
�'Vi, , I'������I�Illu.-
..
CRAWL 51'ACE VENTILATION
CRAWL SPACE AREA = 190/150 = 1.26 SQ. FT. REQ'D VENTING
1.26 X 144 = 182.00 SQ. FT. REQ'D
PROVIDE (3) VENTS @ 87 SQ. IN. EA. = 261.00 SQ IN PROVIDED
VENT SYMBOL - m VENTS LOCATED IN THE RIM PER IRC R408.2
•APPROVAL OF THIS FOUNDATION DESIGN 15 CONDITIONAL SUBJECT
TO INSPECTION OF EXISTING SITE CONDITIONS.
•RETAINING WALLS MUST BE DESIGNED & CONSTRUCTED TO RESIST
THE LATERAL PRESSURE OF THE RETAINED MATERIAL.
•PROVISIONS MUST BE MADE FOR THE CONTROL &DRAINAGE OF
SURFACE WATER AROUND BUILDING
ROOF VENTILATION CALCULATION
75 5Q. FT. 1200E _
300
0.25 .71
.35 3
=1 VENTS REQ'D/NOTE:
50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING
AF50 ROOF VENTS TO BE USED
ROOF PITCH:
VERIFY EXISTING SLOPE TO MATCH
ROOF OVERHANG:
VERIFY EXISTING TO MATCH
DENOTES OVERFRAME W/ 2X6
RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1 , p
1 � p e����IIA��-.
1
.. 1
TYPICAL ROOF CONSTRUCTION
BLOW ATTIC INSULATION
R - 49 FLAME SPREAD
COME OSITION ROOFING IN ACCOtzDANCE NOT TO EXCEED 25 AND
WITH IBC TABLE 1505.1,15 LB FELT SMOKE DENSITY NOT TO
7/16" OSB 1200E DIAPHRAGM, U.N.O. EXCEED 450 IN ATTIC
2X ENGINEERED TRUSS
8d @ 6" O.C. � USE APPROVED
NSULATION BAFFLE
2X SOLID W/ 1" MIN. AIRSPACE
BOLES A/5 REQ. � ABOVE INSULATON
H-1 OR EQUAL @
EACH TRUSS PER
SHEARWALL SCHD.
/ R � 5/8" GWB, (2-LAYER
r 5/8" GWB IF 1-HOUR
7/16" OSB -FOR NAILING
REFER TO SHEAR -
WALL SCHED. � 5/8" GWB
(2) 2X6 TOP PL
TRUSS @EXT. WALL TYP.
0
�
0
�
A7
A7
A7
A7
2X PLATE TYP. FLOOR CONST.
CARPET & 1/2" REBOND PAD
16d @ 6" O.C. 3/4" T&G SUBFL00R
R-30 I N S U LATI O N
8d @ 6" O.C.
LSL RIM JOIST TJI PER FRAMING PLAN
5/8" G.W.B.
(2) ROWS TOE NAILS
16d @ 6" O.C. 2X JOIST
1/2" OSB -FOR (2) 2X TOP PLATE
NAILING REFER TO R-21 INSULATION
SHEAR WALL SCHED.
E TYP NON -SW @EXT. WALL G
(11) SIDING PER PLAN
(10) 15# FELT
(9) HEAD FLASHING Z METAL @
EXPOSED WINDOW
(4) 4" MIN MOISTOP SELF -HEAL
PAPER OR EQUAL
SHEATHING
_ _ (2) WINDOW FRAME
J J J �
i (3) M015TOP STICKY SELF -HEAL OR
HEAD � EQUAL BUTTED TO WINDOW AND
� 6" MIN OVER WINDOW FASTNERS
i �
i
,i ' (7) 15# FELT
i
/ i (8) TRIM
JAMB
(11) 51DING PER PLAN
/ i (18) CAULK
WINDOW NAIL �i TOP EDGE LOWER FELT
FLANGE i
51LL i it (1) 30# FELT PAPER, WRAP
i _ i LAP UNDER WINDOW BEFORE
-' _ _ WINDOW INSTALLATION.
(5)30#FELT RECEIVED
(6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT Jan 21 2022
(11) SIDING PER PLAN CITY OFEDMONDS
DEVELOPMENT SERVICES
TYP. EXPLODED DEPARTMENT
WINDOW FLASHING J
NUMPERS INDICATE ORDER OF APPLICATION
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Rrlmood� WA YAp42 78E1 - ]69[h I
MITCHELI, ENGINEERING 1NC. R�,,w,d„ � 3���
c+2s37aa-1590 MITCHEI�1� ENC�IItiEER11iC IN[:,
mikhclkng�nnringlnc�cnmascnet i425} �
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RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
E�— �Ys�� 7a 6�
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S7'RUG7T7RAL ltiaTES
CODE:
DESIGN IS IN ACCORDANCE WfFH THE 2018 iNTERNAT'IDNAL HVI[.D[NG CDDE
[I.B.C.j AS AMENDE6 F3Y 7EI G LDCAL BU]LDINC DEPARTMENT.
LIYE LOADS•
k06F--------- �---25P5F
FLODR-------------�40PSF
LATERAL
W IN 6-----------------ExPUSURE R, 85MPH11 I DMPH[ULTy W iND PER ASCE 7-1 S,
SECTION 28.5.3
SE [SMIC-••------�-SITE CLASS D. SEISLHC PFiR ASCE 7-lR, 51MPL1FlED
I-ATERAL PORCT•. SYSTEM. SECTION 12.Id,9.l
FOiJNi}AT�OTi5:
ExTl;l:p FCJDT11iGS TO FIRM UN DI3TSlRBI;p SOIL, ASSUMED REARING CAPACITY
OF ISl1pPSF. ALL HX'I'ERIOA FDO'IINGS SHALT. TiXTEND A MINIM[:M OF I'�"
BL+I.GW AD7ACf;NT EXTERIOR CRADE.
F'a-3000 PSl � 28 PAYS. MINIMSIM S-1J2 SACKS OF CEMENT PHk CUBIC YARD OF
[:pNGRE i'E AND MAXIM[;M DF 6.3J4 GALIANS UI' WATER PE?R 44k SACK Dl'
CEMHNT, ND SPECIAI,INSPECI"[ON REQ[:fRl1D. CpNCRIiTE SHALL COM]>I.Y WITH
ACI 318-14 SEG"CION 2b.4,2, I, MAXIMUM 3LUMN l5 d INCITE$. ALL PFiASE3 Olr
WOkK PERTAINING 7�DTHE C4NCRETBCYSNSTRUCI'IUN SHAL[. CONFORM TO
11UILDINGC�DDEREQVikEMIiVT51�DRRf:1Nl•YIRC'IiDCONCRETf:• ALL
REINJ�pRC[NU S'I'}?Ell„ DOWELS, ANG]IUR BU1�T5, ANDCYTHEk ]N5ERT8 BHALL RF.
SFCUREll [N P031T1DN PRIOR TO POURING CDNL'RETE- ANCHOR HDI.TS F'DR
PRF35URE'I'1tNA'I'ED SR.L FLA•[7?S TD FOl1NDAT10N WALLS'['O 13I? S!8 INCH
DIAMETER WITH 7 INCH MINIMU4f I.MREDMENT R"ITO CUNL'RETH AND
MA 7C11i UM SPACING DF 2 FEET' UN CENPGR. MINIMUM 2 BGL'l'S PER SILT, PLATE
PIECE. UNR 80LT TO HE PIACED W I'I'HIN r5 INCHPS OF EACH ENU OF'fHE S1I.L
PLATE. DIPPED[JAI,VANiZEpCONNLICfDR3SHALLCDNFORMTOASTM
STANllARD 153 AND I iCYI' DIPPED GA[.VAN IL ED LY]NN EC.TDRS SHALL CON FORM
TDASTMA5S3ML'LA53G-185, STAH+fLP.S35TEELFA9TENEkSANpCONNECIY]RS
SHALL BH TYPE 304 OA 316. SIMPSON pROpL1CT FINIS111?3 COREiE3PONDING TD
'THESE REQ111RP.MFdV1'S ARE ZMAX {HOT D1pPEp GAI.VAN1zHD}AND 53T 30U
{STAINLPSS STEEL]. FASTNERS FOR PRESSURE TREATED ANU I'UtE-RETARDANT
'I'RFrITED WOGD SHALL HE ZMAX HD'1' DIPPED GALVANIZED (G185].
s�L<oacu_vc STEEL:
Al,l, REINFORCWG STEEL SHALL 6E PLACED 1N (76NFORMANCE W TI-H THE
BUI[.I]Lti1G CODE NEC}UHtEMENTs PpR REINFORCED CONCRETE AND THE
MANLlAI, {]F STAh11}ARD PRACTICE FL1R REINFORCED CONCRETE CONSTRUL"I70N
RY CRSI. DiiFORMED REINFORCING STEEL HARS SHALL CVItiFORM Tp ASTM A-
61 S GRADE? as PUR q5 AND S}vfALLER RERiFURCEMBNf AND GRADE 60 FOR ka
AND LARGER. ALL RGINFDRCING BAR BENDS SHALL HE MAUB ODI D WFTH A
M[N1MVM RADIUS OF b BAR DIAMETERS {]'-7" MINIMUM}. CORNER EARS [2`-b"
BEM1D} SHAi.I. BE PROVIDED FOR ALL HURI7,DNI'AL REINFORCEMENT. LAP ALL
BARS A MINIMUM OF a3 HAR DIAMETERS UNr,E53 NOTED OTHERWISE. IINLBSS
NOrrE OTlIF3RWI5E ON'IHE DRAW RUGS REINFC7RCRiG STEEL SHALL HAVE THE
FOLLU WDi Cr M INIMU M COV ER'
CONCRETE CAST ncAQ�15T EARTH 31NCF1ES
CDNCRETH EXPOSED TO i3AR'I'H OR WEATHER:
#6 THROUGH #18 BARS 21NCHES
#5 6AR ANp SMALLER 1.1J2 INCHES
STRUCTURAI.7IMBF.R:
hLl. LUM RRR SIfALL C'C]NFORM TO W WPA GRADR4tl RULES FOR WESTERN
LUMBER, LATEST EbInON. PROY[DE CUT WASHERS UNDER AI,L NUTS AND
80LT5 BEARING ACAlNST WQOp, ALL WUDD IN CaNTACI' W1TI I CONCRETE
SHALL 6E PRESSURE TREATED EV AC{X7RDANCB WffHAWFA Ul ANU M4
STANDARDS. ALI. STRllCTURAL LUM68R SHALL BE AS NOTED EELDW:
2X FLOOR JDIS'I' HEM-FIR#2•••-----------Ph^8501'Sl
2X ROUE RAI•TERS HEM-PlRw2•••••--------FhW350 PSI
4X BEAMS DOUG-F'IRJLARCH 1/2•-Fh-SSUPSI
6X Bi TAMS DODO-FIkJ1.ARC11 M2•--Erb+RSUPSI
LUMBER ND7'NU'I'L+D Hl'.M-FIRrig-•-•-••--........ib .850 PSI
MISL"HLI.ANEUV5 HANUERS'I'U 111:SIMI'SpN OR AI'PItOVI?D $gUAL, AI.L
HANGERS 31•IALL IiIiFAS'['1?NE❑ TU WOOD WITH PROi'I?A NAILS. ALL IIC7LE5
BHALL IiP.NAILED. MACIiIN F. EULT3 TD BB A-307. ANCHOR BOLTS INTO
CQNC:RETfi SHALL 8E 518 INf.'I I DIAMETER WITH 7 HJCHES DI� EMHF.DMENT RJfD
CONCRETH I1Ni,Ft55 NOTED UTiIIiRWISN UN THB PLANS. ALL NAILS SHALL BF•.
COMMON WIRE NAILS. NAILING SiIAi.L Bl? [N ACC%RDANCE WITIITHECURRENT
Z.A.C. SCHEDOLk,
F1,U4R 5H�ATHING:
SIIhAT! RNG SHA1J. RE ?S R4C11 TONGUE AND GROOVE A-p,A. RATED SH EATIiING
SPAR 1tATINCC 48M4 W1TII LONq IiIM}iNSION PERPEltiDICULAR TU SUPPORTS.
llNLESS NOTED OTHER WISE N AIL W 1TH 8d CC]MiNUN NAI1.5 nT G INCHES ON
CIiN'FF.R A'r BurPUR•17;p PANEL EDGES ANU lU INCHES GN Cf;N'CER AT
INTr;RMEDIATE SUPPORTS. 'l'HE FL,ODR SHEATHING SHALL SE GLUED TO THE
]GIST AND'I'HE TONOIJE AND GRODVI� JOINTS WfCH AN APPROVED ADIIRSNE.
W ALL SIl F'-ATH IVC;
SHEATHINC-, SHALL BE 71l � INr--II A.P.A. RATr;p SHBA-THING, SPAN RATING 7AJ0,
PA?lEL END 7pR+ITS SHALL OCCUR AT SUPPORTS. NAIL YANEL EpGES Wfl'H 1 RI
NAiLS nT 5 INCHES ON CENTER ANp 101NCHE5 UN CENTER AT INTERMEDIATE
SUPPORTS UNLESS NOTED UTHP.R WLSE ON -IN H DRA WIN GS.
CLU-LAVIINATRD TIMBER:
LAMINAl'ED TIMBER SHALL BE DOUOLAS-FIRJLARCH KII,M DRYED. 5'1'RESS
GRADE CC]MH1NA'1'lON OF 2dF-Vd FOR SIMPLE SPANS AND 24F-V&FOR
GANT1LFiVPIt ANp CON77NUOV5 BEAMS.
RUIN 5 HEATH [NC'
SHEATHING SHALL EE 7J16 INCH A.P-A, RATED SHEATHRJG. SPAN RATING 32115
INS'f'ALLED WITH LONG DIMENSION ACRp55 5[IP]>[7RT, PANEL ENU IOINTS
SHALLOCCLIRA'I'3VPPORTS, NAIL PANEI.F:DCifS WITH edNA[LSSPAGEDAT4
INCHES ON CENTER AND lU INCHES ON CENTER A'1' IN'1'ERMEDIATE SUPPORTS.
FLOOR RRAMiN(::
PROVIdE FULL DEP'I'f l HLDCKINtl FUR 7rnST AT THR SL'PPORTB. FLUSH DEA1N3
[FB] ANU IIEAI3F.RS NOT CALLED OU'[� UN THE PLANS SDALI. EF (2j2X8. ALL
VERTICAi,f.Y LAMINA7'EU COLUMNS ANU f[F.ADF.RS SHALL BE SP]KF.D
'!CH'iETF TER W I'[ii 12d NAIi.S SPAC"EU AT 12 INCHES ON CEY�I�[?R-
ALL. DOUR AND WIN]?OW I I Y:A DERS NOT CAI.I.ED UUT ON TIME I' [,AN S SH Al.l. SE
[2] 2][$ FIIiM•I'1Rh2 W1TH UNE CRIPI'I.}! AND ONE 57'UD AT I?AGH ENp FUR
DPP.NINUS4 FEi;I' W1Dh DR IAi35. ALL OOLUMNS NC?TCALLEU DU'I'UN TIIH
PLANS 31 iAI.I. R E {2] STUDS SFI K Ei7 ']C7CiETiiER W ]'111 12d NA 11.5 AT 12 INL'H SS UN
CENTER. PROVIDH2 [.AVI?RSOF RUILDINU PAPER BBTWEE'N WOOD AN6
C{)NClt1:'1'I?. WALLS SHALL I1AVE A SINGLEF3Crrl'cn7 I'I,ATE AND L70[161.E'InP
PLATE. ENU NAII.I�OI' PI.A7'ES AND En']'['pM PLATES TU EACI I STUD Willi 2-] Rd
NA1L5. tA[:E NAIL DOUHLE'fOP PLATE WITIi ! Od NAIIS AT I{I D+fCHES DN
CENTER. LAl' AND FAL'E NAIL PLATES WITH 2-Il]d NA1LS AT EACH SPLICE,
CORNER 1NTFRSECT'ION. 5'I'AGGEIt SPLICES A MINIMUMOF-08INCHES.
ROOF TRUSSES:
'I'xCf33E5 31 IAi.I. EE P[.ANT FAHRICATHD DOUGLAS-FWLARCH UR HEM-17R,
'f1tU35 MANUFACT[rAER 31iAI.I. SUBMIT SHOP DRAWING AND CALCULATIONS
S'TAMI'liU, S[GN ED AND DATED EY A WASHRVOTON STATE i.ICEN5ED
STR[:CTVRALENGINl:1:R. SUBMIT TRUSSDRAWIN4TOTHEENORVEERDP
RECOR6 AND BV[I.DING p]iPAR'I'MENTFOR REVIEW ANDAPPItpVAL PRIOR TO
PARRICATIpN. RC!OF TRi1SSFS SHALL 8E DESIGNED AS ATTIC TRUSS}
WITHOUT STORAU E, MANUFACT[1RFJt5 RVSTALLA'1'ION Hd3TRI: CTIONS SHALL
EE AVAILABLE ON THE JOE SITE AT THE, TItw¢ OF Ri5PEC1'ION, FUR THE
INSPECTORS USE ANll REFERENCE.
a. T'HE TRUSS LNE LOA171N[; SHALL BE PER IBC SECTION 301.5 AND'1'AELE
301.5, ESPICALLY NC7I'1NG FOOTNOTE B & CJ-
b. THE TRUSS DESIGN SHALL B5 PER IBC SECT10N5 Sa2.l 1.1 AND SU2.10.2
rSPECIALLY INDICATING THE TRUSS DESIGN AND MANUFAL'Ti1RR+1G
3IIAi,I. BE PER ANSIl1'Pll.
c. TF[E TR[!SS TEMPORARY AN D PERMANENT HRACR�'G SHALL BE iRC
3EGTlON3 Si12.1 l.2 AND 802.117.3 AS WELL AS THE TRU53 PLATE
INS'i'PIUTES$ BUILDING COMPONENT SAFETY RtiFORMATIDN.
d. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS THE APPROVAL OF A
DESIGN PROFESSIONAL AS INDICATED RV 1RC SECTIONS SU2.11.3 AND
802.1U.4.
SHEAf2 WALL SCHEDULE
Shrar
Wall
D a' n>afiora
Noil
Sire
Nall
do
ALLDWA6LE SHCAR
T3em-Fir#2
glFf
Ed
Seuda
ToplHtoe•
plate
Blocldrg
•d,
PI-5
Sd
6"
12•
6"
Yes
2i0
Ply
8d
4"
12"
4•
Yes
310
Pl-3
8d
3"
12"
3'
Yes
dp0
PI-2
Sd
2'
12•
2'
Ya
525
F2-3
8d
3"
l2•
3"
Ya
800
�-2
8d
2"
12"
2•
Yel
lUSO
Sh"". Wall Notes:
1, Fl - 7J16 A.P.A. ratW Plywood or Dricntaled Strad Band (O-S-B-} nn one side ot'waU.
P2 - 7116 AP -A. Baled Plyvrood ar O+imtated Sward Bond ([],SJ3.}an each side of wall-
2. For Pl-3, Pl-2, P2v', & p2-2 shear wails use 3x studs al adjouniag pmci edges, Nailing shall be staggered
3. Nails shall be 8d wmmon. [d =-13 t inch)
d- Whue plywood is installed oar both sides afwall plywood joints shall igll on separate scads each side-
s. AR panel ed8cs backed wiry 2-loch nominal framing far Pi-G & Ply shear pull- All panels edge backed with 3x framing at
P 1.3, PI-2• P2-7, & P2.2 shear walls. Install pattcls either horiarottlally a vcnica[ly- Space nails �} 12 inches tm cepicr
itticrmedjnle supports,
6. All anchor bola s7,all be installod wide ]un diPl.c6 galvanized Plate washrrs-
7- Aefcr to foundation plan far anchor halt site. s�pating and mudyilt�rim connec;ioru.
MITCHELL ENGINEERING INC.
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MITCHELL I,JNGINEERiNG 1NC.
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aed�oaa, wA 9aasa
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eatcneurngt� K.+ngln�Swmcaeci�c[
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RECEIVED
Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
17
fJ'ki.t7V
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