REV2 APPROVED BLD BLD2021-0869+Architectural_Plan+7.8.2022_8.55.53_AM+2976525i
1
A3.1
BASEMENT FLOOR DEMO PLAN
2
A3.2
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
lre,p-4 �or el
BUILDING OF CIAL
Jul 24 2022
APPROVED DATE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
----------------------------------------------
Interconnected Smoke Alarms Are A Requirement
Of This Permit In Accordance With R314.2.2
---------------------------------------------
LEGEND
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BLD2021-0869
7/6/22
DATE:
03.10.21
06.18.21
08.23.21
02.18.22
07.06.22
NC
TLR
REVISION
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
AD2ml
q
I I
----------------------------------------------
Interconnected Smoke Alarms Are A Requirement !I
Of This Permit In Accordance With R314.2.2
---------------------------------------------
■ CARBON MONOXIDE ALARMS
■
!REQUIRED LOCATIONS PER IRC R315.3: APPROVED CARBON MONOXIDE ALARMS
ISHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE '
IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH LEVEL OF THE DWELLING !
' IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE A ■
I BEDROOM OR ITS ATTACHED BATHROOM CONTAINS A FUEL -BURNING
■APPLIANCE, A CARBON MONOXIDE ALARM MUST BE INSTALLED IN THE BEDROOM. i
I EXISTING DWELLINGS PER IRC R315.2.2 SHALL BE EQUIPPED WITH CARBON !
■ MONOXIDE ALARMS IN ACCORDANCE WITH THE INFORMATION ABOVE (SOME
I EXCEPTIONS MAY APPLY). AN INSPECTION WILL OCCUR WHEN ALTERATIONS, 0
■ REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED. BATTERY POWERED ALARMS ARE i
PERMITTED IN EXISTING DWELLINGS.
'COMBINATION ALARMS PER IRC R315.4 COMBINATION SMOKE AND CARBON ■
I MONOXIDE ALARMS MAY BE USED IN PLACE OF CARBON MONOXIDE ALARMS. !
■ POWER SOURCE PER IRC R315.5 CARBON MONOXIDE ALARMS SHALL RECEIVE 0
I PRIMARY POWER FROM THE BUILDING WIRING AND, WHEN POWER IS !
■ INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.
(SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ■
■ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE
!SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC
■R314 & NFPA 72. POWER SOURCE AND
! INTERCONNECTION PER CODE. ALARMS MUST BE A
■MINIMUM OF 36 INCHES AWAY FROM BATHROOM DOORS, !
! HEATING OR COOLING REGISTERS, AND CEILING FANS.
---------------
EXTERIOR WALLS SHALL BE
FRAMED TO PROVIDE ADEQUP
SPACE TO SATISFY 2018 WSEC
INSULATION REQUIERMENTS
L— — — — — — — — — — — — — — —I
EXTERIOR WALLS SHALL HAVE AN
R-VALUE OF R-15 FOR 2X4 WALLS AND
R-21 FOR 2X6 WALLS. REFER TO 2018
WSEC SECTION R503
-------------------
co
co
(N)POSTS & FOUNDATION
STRIP FTG PER STRL, TYP
CONFIRMPOSTPOST
1 LOCATION CLEARS
A3.2 FRENCH DRS @
STUDIO
i
I
(N)DECKABOVE
(N)BEAM PER STRL
EXISTING WALKWAY & PATIO
O (E)DS
LINE OF SIDING
ABOVE AT 1 ST FL
(N)DS TIE INTO EXISTING
/ TIGHTLINE SYSTEM
10 1/4"
T- 3/4" (E)DS LOCATION,
R OCATE TOT E NORTH
All
F
L J
l (N)FOOTINGAND
?( 2X4 FRAMED
WALL PER STRL
(E)HOSfi
BIE
(E)BATH
007
A: 101.6 sq ft
— — F-- - - J L
�—————— — — — — —-
(E)DS 2 .
(E)STUDIO
005 P
A: 142.73 sq ft
IL _J
(E)p� D
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1
A4.2
(N)CONC PAD, POSTS
& BEAM PER STRL
EJPILEI
DO
A: 16.55 8a ft
(E)CLOSET
006
A: 48.39 sq ft
(E)BEDROOM
004
A: 151.51 sq ft
2
A3.2
(E)DEN
000
A: 313.02 sq ft
—1 1
L _J
) (E)DS
f
(E)LAUNDRY
002
A: 87.77 sq ft
(E)UTILITY
im
A: 83.06 sq ft
REROUTE (E)GAS BOILER
EXHAUST AS NEED TO MAKE
FIREPLACE FOTIONAL
u
I
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(E)MUDROOM
001
A: 70.75 sq ft
(E)CRAWLSPACE
009
A: 138.88 sq ft
D
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(N)BEAM & POST
PER STRL
D.
P
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1
A4.5
1
A4.3
BASEMENT FLOOR
SrAI F 1/d" - 1'_n,,
1
A3.1
1 SEE SHEET A2.2 FOR
A4.4 TYPICAL FLOOR NOTES
LEGEND
CO
CARBON MONOXIDE DETECTOR
SD
SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6
4
EXHAUST FAN ON SWITCH, SEE TYP.
FLOOR NOTES #12.
0
EXISTING WALL
SIDE SETBACK
0
NEW WALL
NEW FLOOR AREA
N
GROSS SQ. FT.:
(E) BASEMENT FLOOR:
1,269.47 sq ft
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REVISION 2
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A201
+25'-4 1 l2"
MAX ROOF RIDGE HEIGHT—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—
+16'-41/4",la
SECOND FLOORi
+8'-2"
FIRST FLOOR
BASEMENT FLOOR
281.38' +25-4 1 /2"
MAX ROOF RIDGE HEIGHT
�❑C
REMOVE (E)BRICK FACADE, PROVIDE LJ
NEW FOOTING PER STRL, AND NEW
FRAMED WALL ABOVE. NEW SIDING TBD
CRICKET BEYOND - DIRECT SHED
ROOF DRAINAGE TOWARDS THE
278.30' APPROX. +22'-3 1l2"k (N)LIVING ROOM
NORTH& SOUTH. SEE A2.4 & A4.4
(N) ROOF RIDGE HEIGHT — - — — — - SHED ROOF - — — - —
2 1
: 1.5
272.36' +16'-4 1 /4" 1. — — — — — — — — — — — —
SECOND FLOOR
N WATERPROOF INSULATED DECK
264.17' +8'-2",�
FIRST FLOOR
256.38' + 0' 4 1 /2"
AVERAGE GRADE
256.0' ±0",�
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WEATHERING PROTECTION WINDOW
+25'-4 1 /2" 281.38'
MAX ROOF RIDGE HEIGHT
APPROX. +22'-3 1/2" 278.
(N) ROOF RIDGE HEIGHT
+16'-4 1 /4" 272.
SECOND FLOOR
+8'-2" 264.17'
FIRST FLOOR FINISH FL.
256.38'
MENT FLOOR
WEST ELEVATION
CrAI F• 11A" = 1'-n"
+25'-4 1 /2"
MAX ROOF RIDGE HEIGHT
(N)GLASS AWNING STRUCTURE
STEEL OR WOOD SUPPORTS
---- . , ,
YSECOND FLOOR
--I
SLOPING••
DS
(N)CONC
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SOUTH ELEVATION
SCAT P 114" = 1,-n"
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REVISION 2
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A302
SEE'
GUA
N/S SECTION DECK
SCAT F
12
±6
NG TBD
/A4.3 FOR TYP.
RDRAIL NOTES
_._._._._._._._._._._._._ _ _
(E) CHIMNEY
PORTION OF (E)GABLE ROOF
12 (N) ROOF
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STAINED SIDING; SOUTH SIDE TO BE
SIDING PTD TO MATCH HOUSE.
WOOD CAP TO MATCH GUARDRAIL
I II I
REMOVE (E) SHED ROOF
+25'-4 1 /2"
MAX ROOF RIDGE HEIGHT
SEE SHEET A4.5 FOR ASSEMBLY LEGEND
MINIMAL TRIM DETAILING AT
CHANGE OF SIDING, TBD
IX
+16'-41/4"
(N) GUTTERAND DS SECOND FLOOR
PART OF (E) ROOF TO REMAIN;
\ T I VENTED ROOF W/ R-49 BATT
INSULATION
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REVISION 2
CITY OF ...
DEVELOPMENT SERVICES
DEPARTMENT
A402
(N) SKYLIGHT, LOCATION PER
OWNER. CURB MOUNT
INSTALLATION, FOLLOW MFR'S
INSTALLATION INSTRUCTIONS
(E) ROOF AND WALL 12
TO BE REMOVED �\ 2 F__
MTL EAVE FLASHING, R2
MATCH (E)
(N) GUTTER, MATCH (E)
i
FASCIA BOARD AND T&G
SOFFIT, MATCH (E) I I
2" CONTINUOUS STRIP SOFFIT VENT, W BATHROOM woe
PROVIDE J-MTL AT SOFFIT EDGE, PROVIDE N POWDER
CORROSION RESISTANT SCREEN, 1/4" MAX =
OPENINGS ROOM
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SOUTH WALLS, MATCH ADJ. r
SURFACE & PAINT TO MATCH
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PT BEAM
PER STRL r
II
4 II
Ilh
IIII
III
(E)BRICK VENEER TO I
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W01a
BE REMOVED AND
REPLACED WITH NEW I II
FRAMED WALL WITH I II
SHEAR AT EXTERIOR, I II
PER STRL I II
III
IIII
IJ �
j TIE INTO EXISTING STORM -WATER
SYSTEM, VIF BEST ROUTE. ROOF
DOWNSPOUT DRAIN LINES SHOULD
NOT BE CONNECTED TO THE FOOTING
DRAINAGE SYSTEM
\ 2
\ 5.1
EXISTING GLAZED
FRENCH DOOR
DOWNSPOUT IN
FOREGROUND
\ I ,
NEW CONC PADS & /
DECK POSTS IN /
FOREGROUND PER
STRL. REFER TO
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BASEMEN'
REVISION 2
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A404
(E) EXT. WALL
WD TRIM
(E) BEDROOM
(V -
co
co 'v
SECTION @
(E) ROOF (E) ROOF EAVE, FILL W/
R-38 INSULATION,
(E)VENTING TO REMAIN
+1 U-4 1 /4"
SECOND FLOOR
(E) OR REPLACED (N) GUTTER
R-10 INSULATION @ HEADER
(N) WINDOW SEAT W/
STORAGE BELOW
W01
+8'-2"
FIRST FLOOR FINISH FL.
;k:-- FILL W/ R-38 BATT INSULATION
WINDOW SEAT
ASSEMBLY LEGEND
TAG
DESCRIPTION
TAG
DESCRIPTION
W01
TYPICAL NEW EXTERIOR WALL
R1
NEW TORCHED DOWN SHED ROOF @ LIVING ROOM
HARDIE PLANK SIDING TO MATCH (E)
TORCHED GRANULATED SHEET
DRAINAGE MAT
SELF -ADHERED WATERPROOF PLY SHEET
VAPORSHIELD "WRAPSHIELD SW MEMBRANE
114" DENSDECK PRIME, MECHANICALLY ATTACH W/ 3" PLATES & SCREWS
PLWD. SHEATHING PER STRL.
NAILED PLWD. SHEATHING PER STRL.
2X6 STUDS @ 16" O.C.
RAFTERS PER STRL.
R-21 BATT INSULATION
MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF
CERTAINTEED "MEMBRAIN"
1/2" GWB (FOR THERMAL BARRIER REQUIRED W/ SPRAY FOAM)
I E I T E NS
CEDAR OR FIR T&G - TO BE APPROVED BY OWNERS
W01a
NEW BASEMENT EXTERIOR WALL
R2
NEW STANDING SEAM ROOF @ EAST ADDITION
SIDING TBD
MECHANICALLY SEAMED STANDING SEAM MTL ROOF, SEE SPEC LIST
DRAINAGE MAT
'GRACE ULTRA' HIGH TEMP SELF -ADHERED PRODUCT
VAPORSHIELD "WRAPSHIELD SA" MEMBRANE
PLWD. SHEATHING PER STRL.
PLWD. SHEATHING PER STRL.
RAFTERS PER STRL.
2X4 STUDS @ 16" O.C.
MIN. R-38 SPRAY -FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF
4
4
R-21 BATT INSULATION (OR MAX)
PTD 1/2" GWB
R3
NEW ROOF DECK OVER HEATED SPACE
(E)2X4, INSULATION & FINISH
COMPOSITE DECKING
W02
YPICAL N INTERIOR LL
PT SLEEPERS, MIN 1/4"/FT GRADIENT
PTD 1/2" GWB
EXTRA LAYER SINGLE -PLY CONTINUOUS MEMBRANE
2X4 FRAMING PER STRL.
SINGLE -PLY CONTINUOUS MEMBRANE, 80 MIL PVC OR SIM
PTD 1/2" GWB
DENSDECK COVERBOARD
PLYWOOD SHEATHING PER STRL
SLOPED JOISTS PER STRL
W03 TYPICAL NEW INTERIOR WALL
PTD 1/2" GWB
MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF
2X6 FRAMING PER STRL.
FURRING FOR FLAT CEILING
PTD 1/2" GWB
PTD. 1/2" GWB
R4
NEW DECK
FLOOR
ASSEMBLIES
COMPOSITE DECKING PER OWNER'S SPEC LIST
TREX RAIN ESCAPE SYSTEM OR EQUAL, INSTALL PER MFR REQ'S
F1
TYR (N) SLAB ON GRADE
FOR TILE FLOORING:
PT JOISTS PER STRL.
FLOOR TILE
PRE -FINISHED MTL PERFORATED PANELS, SEE SPEC LIST
CRACK INSULATION MEMBRANE IMBEDDED IN THINSET
THINSET
*SPRAY FOAM INSULATION NOTE:
CONIC SLAB PER STRL.
PRODUCT: "NATURAL THERM HFO" BY NATURAL POLYMERS. INSTALLER: AT
STEGOWRAP 10MIL VAPOR BARRIER
FOAM, JOHN RAYL, P:425-330-6008.
R-10 RIGID INSULATION UNDER ENTIRE SLAB
4" CLEAN COMPACTED GRAVEL
ALL LOCATIONS WHERE SPRAY FOAM IS INSTALLED, THE INSTALLER MUST
VERIFY THE SUBSTRATE IS PROPERLY DRIED, AND READY TO RECEIVE
SPRAY FOAM, AND ALL ENVIRONMENTAL CONDITIONS ARE PROPER PRIOR
TO APPLICATION.
A COPY OF THE ICC-ES REPORT FOR THE INSULATION PRODUCT MUST BE
PROVIDED ON SITE FOR THE FIELD INSPECTOR.
THE APPLIED SPRAY FOAM MUST BE INSTALLED IN ACCORDANCE WTIH THE
MANUFACTURER'S INSTRUCTIONS BYA CERTIFIED INSTALLER.
REFER TO STRL DRAWINGS FOR
ALL SHEAR WALL LOCATIONS
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DATF
03.1021
06.18.21
08.2321
02.1822
07.06.22
NC
TLR
REVISION
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A405
4
PLAN LEGEND
CONCRETE SPREAD FOOTING PER
FOUNDATION SCHEDULE BELOW
(E) CONCRETE CONCRETE STRIP FOOTING
(E) FULL HEIGHT CONCRETE FOUNDATION WALL
(V.I.F. WHERE SUPPORTING NEW BEAMS OR POSTS)
(E) CMU FOUNDATION WALL (U.O.N. @ BRICK VENEER)
(E) STONE RUBBLE FOUNDATION WALL
NEW OR EXISTING STUD WALL ABOVE FLOOR
NEW OR EXISTING WALL BELOW FLOOR
NEW OR EXISTING WINDOW BY ARCH (S.A.D.)
2" O W.S.P. SHEAR WALL _ L TYPEOX w/ MIN. S2 IS7 S8
LENGTH 'L' PER
OR ���� POST ABOVE OR BELOW FLOOR PER S2 S7 S7
� K
POST & HOLDOWN PER S2
EPDXY REBAR DOWEL NEW q
�- TO (E) FOUNDATION PER S1
UNDERPIN (E) SLAB w/ NEW PAD FOOTING. USE 'ABAZ"
UPF POST BASE w/ 2'0 EPDXY ANCHOR @ NEW POST THRU
(E) SLAB w/ 8" EMBED. INTO NEW FOOTING
FOUNDATION
SCHEDULE
F1
16" WIDE TURNED
PERIMETER STRIP
—DOWN
FOOTING PER
A
S7
0
2'-0"SQ. STEEL ENTRY POST PAD FOOTING PER B
S7
6
FOUNDATION WALL BUILD —OUT C
BLW WINDOW SEAT PER S7
6
2'-0"SQ. DECK POST PAD FOOTING PER
D
S7
6
2'-0"SQ. INTERIOR PAD FOOTING PER
E
S7
6
16" WIDE STRIP FOOTING PER S7
NOTE: SEE SHEET S1 , GENERAL NOTE 4.3
FOR OVER —EXCAVATION REQUIREMENTS IF
LOOSE SOILS ARE ENCOUNTERED AT
FOUNDATION SUBGRADES
WI I H UUMF'AU I tD 51 KUU I UKAL FILL MAY tat NtC;t55AKY
IF NATURAL SUBGRADES ARE INADEQUATE. REFER TO
SHEET S1, GENERAL NOTES 4.2 & 4.2 FOR MORE INFO.
REVISION
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PERMIT SET
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JOB NO.
21018
SHEET. NO.
S3
PLAN LEGEND
NEW OR EXISTING STUD WALL ABOVE FLOOR
NEW OR EXISTING WALL OR FOOTING BELOW FLOOR
NEW OR EXISTING WINDOW BY ARCH (S.A.D.)
W.S.P. SHEAR WALL LA G— H
—C E
TYPE( w/ MIN. II S7 S7 S8 S8
LENGTH 'L' PER
OR ���� POST ABOVE OR BELOW FLOOR PER SZ
OR `1-�S GPOST & HOLDOWN OR TIEDOWN STRAP PER G —L
_ S2 S2
EPDXY REBAR DOWEL NEW SLAB/FTG TO (E)
L-
SLAB OR FOUNDATION WALL w/ #3x24"LONG
@18"o.c. w/ 4" EMBED. INTO (E) CONCRETE,
PLACED @ (E) OR NEW SLAB MID —DEPTH
— — — — — — — — METAL STRAP PER PLAN /_�
ING
1ST1 � T.O. R B3FTOOT.O HRIIMHJOIST I
1 ST2
'MSTA30' STRAP ACROSS NEW TO (E) DBL TOP PLATE
EAST END OF BEAM SHALL BEAR ON
(E) CONCRETE FNDN (NOT CMU)
SOG 4" CONCRETE SLAB ON GRADE C
w/ 6x6—W4.5xW4.5 W.W.F. PER S1
SWO STRAP AROUND OPENING IN SHEAR WALL PER S2
EFB
EHDR
ESOG
BEAM
HANGER
c
ik
(E) FLUSH BEAM (ASSUMED)
(E) DROPPED HEADER OVER WALL OPENING BELOW
(E) CONCRETE SLAB ON GRADE
FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE
FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN
OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN
FOR CLARITY)
JOIST OR BEAM BEARING ON DROPPED BEAM OR
HEADER (BEARING WALL SIM). POST DOWN TO HEADER
WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT
SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG
EACH SIDE OF JOIST OR BEAM OVER SUPPORT
FERAWNG SCHEDULE
CALLOUT
JOIST/BEAM
HANGER
REFER TO DETAILS)
(U.O.N. ON PLAN)
(OR SEE NOTES BLW)
1 FB1
54x7 PSL 1 .8E (FLUSH)
HUC68
N/A
1 FB2
(6) 14x74 LVL
N/A
C SIM
(FLUSH)
S2
32x94 PSL (HEADER,
1 FH3
TOP FLUSH w/ U/S
N/A
A L 3
S2 S8
DBL TOP PLATE
DBL 14x74 LVL
C F I—J
RDJ1
@16"o.c.
LUS48
S2 S7 S7
DBL 14x74 LVL
C I—J
RDB2
(FLUSH)
HUC48TF
S2 S7
54x92 PSL (TOP
F
RDB3
FLUSH w/ T.O. (E)
N/A
FLOOR JOISTS)S7
DJ4
2x8 PT @16"o.c.
LUS28Z OR
LUC26Z
L—
S7
D135
6x8 PT
N/A
L
s7
INSTALL 2x4 CRIPPLE WALL
ABOVE TO SUPPORT (E)
RDB6
DBL 14xA LVL
HUC48TF
RAFTERS; HANG (E) CEILING
JOISTS OFF SIDE OF RDB6
w/ 'LUS' HANGERS (V.I.F.
FIT PRIOR TO PURCHASE)
EHDR
NOTE: ALL FRAMING MEMBERS SHOWN ON
THIS PLAN BUT NOT EXPLICITY CALLED
OUT ARE (E) 2x8 FLOOR JOISTS
@16"o.c., U.O.N. FRAMING DIRECTION HAS
BEEN ASSUMED IN SOME AREAS; V.I.F.
FRAMING DIRECTION & PROVIDE 'LUS28'
OR 'LU28R' HANGERS AT (E) JOISTS
FRAMING INTO NEW BEAMS (V.I.F. JOIST
SIZE & HANGER FIT PRIOR TO PURCHASE)
R
K
:RS
REVISION
Jul 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PERMIT SET
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JOB NO.
21018
SHEET. NO.
S 4
WSP SHEAR
WALL PER PLAN
AND S.W.S. 2x6 STUDS @16"o.c.
SILL BOLTS PER 2x P.T. MUDSILL
S.W.S.
DE
E.N. PER S.W.S� SLAB PERGPLAN
z x x x x
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EXTERIOR
GRADE
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FOOTING PER PLAN
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TOP OF EXTERIOR SLAB
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POST PER PLAN
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NON—METALLIC GROUT
w/ MIN. 7500 PSI 2x10 P.T. MUDSILL
COMPRESSIVE STRENGTH
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�(E) MUDSILL
z_
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3" CLR
FOOTING PER PLAN
(2) STAGGERED ROWS #4�
HOOKED EPDXY REBAR
DOWELS @16"o.c.
FOUNDATION BUILD —OUT
(E) FLOOR
JOIST
(E) CONCRETE
FOUNDATION WALL
'PBSZ' POST POST PER
BASE PLAN
(E) OR NEW
FLATWORK BY
OTHERS
EXTERIOR GRADE
4@12"o.c. BOTTOM
BARS EACH WAY
zo 0 0
FOOTING PER PLAN
I�
DECK POST FOOTING
FOOTING PER PLAN
PAD FOOTING
SCALE: NTS
-
SCALE: NTS
-
SCALE:
NTS
-
SCALE: NTS
-
SCALE: NTS
-
WSP SHEAR
(E) EXTERIOR
WALL PER PLAN
STUD WALL
E.N. PER S.W.S.
WSP SHEAR
2x6 STUDS
(E) SHEATHING---_.(E)
FLOOR SHEATHING
WALL PER PLAN
@16"o.c.
SOLE PLATE
„
2x BLKG @4 —0 o.c. WHERE
'LS50' CLIPS @ FRAMING
SOLE PLATE
2x SOLE PLATE
FASTENERS PER S.W.S
JOISTS ARE PARALLEL TO
CLIP SPACING PER S.W.S.
d AT
OBLOCK
FASTENERS PER S.W.S.
E) SUBFLOOR
WALL, TYP. ALL AROUND
ENTIRE BASEMENT PERIMETER
w/ #6x2 SPAX SCREWS (DO
EACH
(E) 2x SOLE PLATE
NOT PENETRATE ROOFING)
E.N. PER S.W.S.
E.N.
(E) FLOOR JOISTS w/
E OR NEW 2x
MAIN FLOOR
FLOOR SHEATHING
E.N.
FLOOR
E.N.
HANGERS PER PLAN
RIM JOIST OR BLKG
2x BLKG
FRAMS.W,ING S LIPS
FLUSH BEAM OR
SHEATHING
FLOOR
�
II 11
PER
DBL 14 LVL RIM
ROOF DECK
FLUSH BEAM OR
ROOF DECK
SHEATHING
FRAMING CLIPS
I II
DBL 14 LVL RIM
PER S.W.S
I II
(E) ROOF
EXTERIOR WALL
—`-'EXTERIOR
ROOF DECK
(E) 2x MUDSILL
II 11
SHEATHING
SHEATHING
WALL
SHEATHING
(V.I.F.)
ROOF DECK
m
(E) FLOOR JOISTS
E) RAFTERS
E S.W.S.
JOISTS PER
E.N. PER
�
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(E) FOUNDATION
a (ORIENTATION
PLAN
S.W.S.
6-
WALL
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(E) CEILING JOISTS
4„
(ORIENTATION VARIES)
14
LVL BLKG @4'-0"o.c.
ROOF DECK JOISTS
EAM PER PLAN
EMBED.
MUDSILL ANCHORS
(E) WALL
.N. PER S.W.S.
(E) EXTERIOR
WALL SHEATHING
E)
DBL TOP PLATE
(E) EXTERIOR
GERS TO
HEADER N PER PLAN
(PER PLAN OR SWS)
S.A.D. FOR SLOPE
14 LVL LEDGER w/
EXTERIOR
SIMPSON 'URFP'
a
STUDS
E) DBL TOP PLATE
E)
2x4 STUDS @16"o.c.
WALL SHEATHING
ROOF DECK JOISTS w/
(2) STAGGERED ROWS
'SDWS2250ODB'
GRADE
�„
PLATE w/ (2) 2
E) DBL TOP PLATE
HANGERS PER PLAN
TITEN HD
(E)
SHEATHING
WSP SHEAR WALL
@8"o.c. (4"o.c. NET)
PER PLAN
E) 2x4 STUDS @16"o.c.
ROOF DECK AT
EXTERIOR WALL F
SHEAR WALL
ON
EXISTING G
SHEAR WALL AT
EXISTING EAVE H
ROOF DECK
I
ROOF DECK
=J
SCALE: NTS
-
SCALE: NTS
FOUNDATION
-
SCALE:
NTS
-
SCALE: NTS
-
SCALE: NTS
-
(2) STAGGERED ROWS 'SDWS2250ODB'
WSP SHEAR WALL PER
@16"o.c. (8"o.c. NET). USE LONGER
PLAN AND S.W.S.---,,2x
STUDS @16"o.c'
SCREWS IF NECESSARY TO ACHIEVE MIN.
2x P.T. RIM JOIST
PROTRUSION BEYOND RIM JOIST
SILL BOLTS PER S.W.S.
2x P.T. MUDSILL
w/ (3) 16d END
DECKING BY
EXTERIOR WALL &
E.N. PER S.W.S.
NAILS CENTERED IN
EACH DECK JOIST
OTHERS (S.A.D.)
z 2x P.T.LEDGER
m
FLOOR FRAMING
ONT. 4 BAR
#
DECKING BY
(E) SLAB
^I ARCH. (S.A.D.)
``�
ON GRADE
z
z
r a —
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•
2x P.T. BLKG
2x RIM JOIST
'H 1 Z' TO
EXTERIOR
GRADE
1
EACH JOIST
�� ?1.
A" MIN.
•
V.I.F.
z CONT. #4 BAR
1
�
1
.
DECK JOISTS
DECK2WALL SPACER SWS
-j #3 TIES @12"o.c. ; PER PLAN
MODEL D2W38
iv ALTERNATE SIDES
6" STEM
BEAM PER
DECK JOISTS w/
0
1
STEP AT OPNG
PLAN
HANGERS PER PLAN
� #5 CONT.
BOTTOM BAR
•
'DTT1 Z' w/ 'SDWH' SCREW w/
DBL TOP PLATE
®®® �
MIN. 3" PENETRATION INTO (E)
M
DBL TOP PLATE AT ENDS OF
WALL SHEATHING
DECK AND @5'-4"o.c. BTWN
FOOTING PER
PLAN
STRIP FOOTING AT STUDIO
SCALE: NTS
DECK BEAM
Jl HL_L. Iv I J
L 1 DECK TO HOUSE M
- SCALE: NTS -
;All field welding
shall be done by a
WABO certified
welder
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REVISION
Jul 08 2022
W
CITY OF EDMONDS
N
N OOP
DEVELOPMENT SERVICES
DEPARTMENT
Vr
CONT. 2x6 RIDGE 2x4 OVER —FRAMING OVER —FRAMING
(NOTCH AROUN RAFTERS @24"o.c. ROOF SHEATHING
SLEEPER
2x4 STRUT @ DBL
PRIMARY RAFTER OR
TRUSS SPACING ALONG
EACH OVER —FRAMING
RAFTER, STAGGERED TYP.
(2) 1Od EACH END
CONT. SHAPED 2x6
PLATE w/ (2) 16d
TO EACH PASSING
RAFTER OR TRUSS
(3) 1Od
TOE —NAILS
W
'
(3) 1Od,
TYP.
2x4 @5'-0"o.c.
(2) 1Od
MAX. TO ALL
TOE —NAILS
STRUTS GREATER
TO EACH
THAN 5'-0" TALL
STRUT TYP.
10d@6"o.c.
2x10 FLAT SLEEPER,
_
TYP. ALONG ALL
VALLEYS
PRIMARY ROOF
SHEATHING
PRIMARY
ROOF
AFTERS
OR TRUSS
TOP CHORDS
PER PLAN
2x4 SPANNING
BETWEEN MIN
(2) RAFTERS, w/ (2) 16d
EA. END TO
RAFTER BLW,
TYP. UNDER
STRUTS. FASTEN
STRUTS TO
2x4 w/ (2) 1Od
TOE NAILS,
TYP
\ ALIGN STRUTS OVER
RIMARY RAFTERS OR
TRUSSES, TYP.
TYPICAL OVER —FRAMING
SCALE: NTS
2'-0„
(4) 1Od AT
EACH
LOOKOUT
RAFTER
E.N. ROOF
SHEATHING
E.N.
PER S.W.S.
(3) 16d END
NAIL INTO[RAFTERS
PER PLAN
DBL
TOP PLATE
EACH RAFTER
WSP SHEAR WALL
PER PLAN
(CONTINUE
2x4 LOOKOUT RAFTERS @2'-0"o.c.
UP
AND NOTCH
AROUND
LOOKOUTS)
2x6 @16"o.c. TYP.
RAKE
SCALE: NTS
ROOF
SHEATHING (5) 1Od TO
EACH BLOCK
E.N. RAFTERS (RR1)
PER PLAN
E.N. (PLACED
BTWN VENT
RAFTERS PER PLAN
2x RIM
JOIST
NOTCHES)
(CUT AT EAVES TO
CREATE TAILS)
E.N. PER
ROOF
S.W.S.
SHEATHING
-----_
FRAMING CLIPS
DBL TOP
— — — — — — —
2x BLKG
PER S.W.S.
PLATE
— L
SHAPED 2x BLKG
(S.A.D. FOR
@4'-0"o.c.
VENT NOTCHES)
SHI
2x6 CRIPPLE
TUDS @1 6"o.c.
BL TOP PLATE
— —
ROOF BEAM
— —
— — BTWN BEAMS
—
E.N. PER
S.W.S
(RB2) PER PLA
—
2x6 @1 Cox.
BEFORE/BEYOND
WSP SHEAR
WALL PER PLAN
E.N. PER S.W.S.
BL TOP PLATE
WSP SHEAR
2x6 STUDS @16"o.c.
WALL PER PLAN
SHED ROOF
SAVE E
LIVING ROOM
ROOF PEAK
SCALE: NTS
(E
VSP SHEAR WALL
ER PLAN
PDXY SILL BOLTS
ER S.W.S.
.N. PER S.W.S.
E) FOUNDATION
PROFILE MAY VARY
ROM THAT SHOWN)
SHEAR WALL ON EXISTING
I
SCALE: NTS FOUNDATION -
SCALE: NTS
(5) 1Od AT ROOF
EACH LOOKOUT SHEATHING
E. PER PLAN
2x BLKG
E.N. PERK
S.W.S. RAFTERS
WSP SHEAR WALL PER PLAN
PER PLAN (NOTCH BL TOP PLATE
AROUND LOOKOUTS)
2x6 STUDS
@ 1 6"o.c. TYP.
LIVING ROOM ROOF SAVE
SCALE: NTS
WSP SHEAR V 2x6 STUDS @16"o.c.
WALL PER PLA
AND S.W.S. 2x SOLE PLATE
SOLE PLATE (5) 1Od TO EACH
FASTENERS PE LOCK AT JOISTS
S.W.S. PARALLEL
E.N. PER S.W.S. E) FLOOR SHEATHING
(E)
OR
2x
NEW
RIM
2x
JOIST
BLK
(V.I.F.) II II
E.N. PER S.W.S.-----'.,III
IXI
� illl
E.N. PANEL JOINT
WHERE OCCURS i III
E.N. PER S.W.S. (E) FLOOR JOISTS
(E) DBL TOP PLATE ER PLAN
(ORIENTATION VARIES)
2 x 4 STUDS
@16"o.c. 2x BLOCKING @4'-0"o.c.
AT JOISTS PARALLEL
WSP SHEAR
WALL PER PLA
AND S.W.S.
SHEAR WALL AT EXISTING FL00
SCALE: NTS
BL TOP
PLATE
BRIM
1
JOIST
m
SIN
WALL SHEATHING
E.N.
ROOF SHEATHING
EXTERIOR WALL
STUDS
(2) 'SDWS2250ODB'
CENTERED IN EACH
ASSING STUD, (3)
AT 2x10 OR
DEEPER LEDGER
2x LEDGER (DEPTH
SHALL BE ONE
RAFTERS SIZE DEEPER THAN
PER PLAN RAFTERS)
/ 'LRU'
OR 'LSSJ'
HANGERS
RAFTERS PERPENMCUE R
ROOF TO EXTERIOR WALL
SCALE: NTS
TEMPERED OR CONT. LEDGER EL3
LAMINATED GLASS PER PLAN w/ (2)
ROOF PANEL & STAGGERED ROWS
ATTACHMENT TO STEEL #12x22 FLAT HEAD
FRAMING BY OTHERS —IN WOOD SCREWS
@8"o.c. (4"o.c.
STEEL RAFTERS ER1 NET), TYP.
PER PLAN (COPE
AROUND BEAM)
STEEL BEAM EB3 /
PER PLAN w/ $"
FILLET WELD ALL
AROUND TO EL3 E.N. PER
S.W.S.
EACH
SIDE OF WSP SHEAR WALL
POST a PER PLAN
TYP.
EACH
s END
CAP PL4
1 PP
STEEL POST
8
PER PLAN
EXTRY AWNING TO HOUSE
SCALE: NTS
TIEDOWN POST w/ STRAPS
WHERE OCCURS ON PLAN
-1'-
ROPPED HEADER PER PLAN
DBL CRIPPLE STUD
DBL SILL AT
(FACE NAILED PER
WINDOW CONDITION
GENERAL NOTE 7.1)
FACE NAILED w
1 6d@12"o.c.
--IT----T1-----IT----
Il____11_____11____
II II
TIEDOWN TO DROPPED HEADER C(7�:L'
SCALE: NTS -
E.N.
ROOF SHEATHING
2x RIM RAFTER w/
(3) 16d TO EAC
PASSING STUD
WALL SHEATHIN
EXTERIOR
WALL STUDS
RAFTERS PARALLEL
RAFTERS PER PLAN
ROOF
SHEATHING
N.
2x RIM
SHIM BLW
HANGER
ATTIC JOISTS w/
TOP FLANGE
HANGERS PER PLAN
DBL TOP PLATE
2x6 STUDS
@1 6"o.c.
;All field welding
shall be done by a
WABO certified
welder '
C AI
RAFTERS PERPENDICULAR
E.N.
ROOF SHEATHINGS
1 Od@6"o.c.�
CONT. 2x4 (OR
RAFTER PER PLAN)
RAFTERS PARALLEL
ROOF TO EXISTING ROOF
-
SCALE: NTS
E) ROOF SHEATHING
E.N.
OVER —FRAMING A
(E) RAFTER
NSFC; REFER TO
_
(SHAPE VARIES,
S.A.D.)
E.N. PER
S.W.S.
2x BLKG @4'-0"o.c.
WSP SHEAR
BL TOP PLATE
WALL PE
(5) 10d TO PLAN
2x6 STUDS @16"o.c.
EACH BLOCK E.N. PER
S.W.S.
SOLE PLATE
FASTENERS PER S.W.S
ROOF
SHAPED 3x
SHEATHING
SOLE PLATE
— SHIM,
----
RIM JOIST
TYP.
INV. 'MSTC48B3'
RAFTERS
I.N.x
EACH SIDE OF
(RR1) PE 2x BLK
OPNG ONLY
PLAN
PER S.W.S.
WHERE HEADER
SUPPORTS
DBL TOP
TIEDOWN POST
PLATE
2x6 CRIPPLE STUDS
WALL
— — — —
— @ 1 6"o.c. BTWN BEAMS
STUDS
ROOF BEAM (RB2) PERT
HOLDOWNS PER
PLAN BEFORE/BEYOND
PLAN (TIEDOWN
2x6 STUDS @16"o.c.
N. PER S.W.S.
STRAPS SIM.
WHERE OCCURS)
SOLE PLATE
W.S.P. SHEAR
FASTENERS PER S.W.S.
WALL PER PLAN
2x SOLE PLATE
N. PER S.W.S.
SILL OR
E) ATTIC JOISTS
F'z./pItR
SOLE PLATE
/ HANGERS
BEAM PER PLA
PLAN
LIVING ROOM ROOF GUTTER
SCALE: NTS
THING
E) ROOF SHEATHING
E) RAFTER
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REVISION
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Jul 08 2022
W
41, .
CITY OF EDMONDS
N
N OOP
DEVELOPMENT SERVICES
DEPARTMENT
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