APPROVED PLN BLD FIR-RESUB 1-BLD2023-0253+Architectural_Plan+6.20.2023_11.33.51_AM+3619147ABBREVIATIONS:
ADJ. ADJUSTABLE
A/C AIR CONDITIONING
ALT. ALTERNATE
A.B. ANCHOR BOLT
ABV. ABOVE
A.F.F. ABOVE FINISHED FLOOR
ARCH. ARCHITECTURAL
AUTO. AUTOMATIC
ASPH. ASPHALT
BM. BEAM
BRG. BEARING
BET. BETWEEN
B.L. BUILDING LINE
BLK. BLOCK
BLKG. BLOCKING
BD. BOARD
BOT. BOTTOM
BLDG. BUILDING
CAB. CABINET
CPT. CARPET
CLG. CEILING
CLG. WT. CEILING HEIGHT
CEM. CEMENT
CTR. CENTER
C.T. CERAMIC TILE
CLR. CLEAR (ANCE)
CLO. CLOSET
COL. COLUMN
CONC. CONCRETE (CAST -IN -PLACE)
COMB. COMBUSTION
CMU CONCRETE MASONRY UNIT
CONST. CONSTRUCTION
CONT. CONTINUOUS OR CONTINUE
CJT. CONTROL JOINT
CORR. CORRIDOR
C.W. COLD WATER
CIR. CIRCLE
CLKG CAULKING
C.J. CEILING J015T
CSMT CASEMENT WINDOW
DET. DETAIL
DIAG. DIAGONAL
DIA. DIAMETER
DIF. DIFFUSER
DIM. DIMENSION
DISP. DISPENSER
DR. DOOR
DN. DISHWASHER
DWR DRAWER
DWG. DRAWING
DIV. DIVISION
DN. DOWN
DS. DOWNSPOUT
ELEC. ELECTRICAL
EA. EACH
EQ. EQUAL
EQUIP. EQUIPMENT
EXH. EXHAUST
EXIST. EXISTING
EXT. EXTERIOR
FIN. FINISH
FLR FLOOR
F.D. FLOOR DRAIN
F.B. FLOOR BREAK
FLUOR. FLUORESCENT
FT. FOOT
FTG. FOOTING
FIND. FOUNDATION
FURR. FURRED (ING)
FUT. FUTURE
FR. FRENCH
F.A.U. FORCED AIR UNIT
F.0.5. FACE OF STUD
F.G. FINISH GRADE
F.S. FREE STANDING
F.J. FLOOR J015T
G.A. GAUGE
GALV. GALVANIZED
G.C. GENERAL CONTRACTOR
GL. GLASS, GLAZING
GL. BILK. GLASS BLOCK
GYP. BD. GYPSUM BOARD
GYP. GYPSUM
G.I. GALVANIZED IRON
GWB. GYPSUM BOARD
WDW. HARDWARE
WDR. HEADER
W.V.A.C. HEATING/VENTING/
AIR CONDITIONING
WT. (HGT.) WEIGHT
N.C. HOLLOW CORE
W.M. HOLLOW METAL
WORIZ. HORIZONTAL
N.B. W05E BIBB
HR. HOUR
HYD. HYDRANT
IN. INCH
INCL. INCLUDE (ED) (ING)
INSUL. INSULATE
INT. INTERIOR
KIT. KITCHEN
LAM. LAMINATE
LAV. LAVATORY
LAUN. LAUNDRY
LVR. LOUVER
LTG. LIGHTING
LT. LIGHT
M.B. MACHINE BOLT
MFR. MANUFACTURE (R)
MAS. MASONRY
M.O. MASONRY OPENING
MATL. MATERIAL
MAX. MAXIMUM
MECH. MECHANIC (AL)
MED. MEDIUM
MEMB. MEMBRANE
MTL. METAL
MIR. MIRROR
MISC. MISCELLANEOUS
MIN. MINIMUM
MILD. MOLDING
N.T.S. NOT TO SCALE
OFF. OFFICE
O.C. ON CENTER
O.N. OVER HEAD
O.H.C. OVER HEAD CABINET
O.H.D. OVER HEAD DOOR
OPG. OPENING
OPT. OPTION, OPTIONAL
OBS. OBSCURE
PIC PICTURE WINDOW
PNL. PANEL
P.BD. PARTICLE BOARD
PL. PLATE
PLWD. PLYWOOD
PVC. POLYVINYL CHLORIDE
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
P.L. PROPERTY LINE
PR. PAIR
RAD. RADIUS
REF. REFERENCE
REINF. REINFORCE (D) (ING)
RM. ROOM
R.O. ROUGH OPENING
5CH. SCHEDULE
SHT. SHEET
SIM. 51MILAR
S.C. SOLID CORE
S.G. (or 5G) SAFETY (TEMPERED) GLA55
SGD SLIDING GLASS DOOR
SGL. SINGLE
SPEC. SPECIFICATION
50. SQUARE
5TD. STANDARD
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SIM. SIMILAR
SYS. SYSTEM
5WTG. SWEATING
TEL. TELEPHONE
T.V. TELEVISION
TEMP. TEMPERED
THRES. THRESHOLD
T$G TONGUE AND GROOVE
T.O.S. TOP OF SLAB
T.O.P. TOP OF PLATE
TYP. TYPICAL
T.BM. TOP OF BEAM
TPL. TOP PLATE
U.N.O. UNLESS NOTED OTHERWISE
VEST. VESTIBULE
VYL VINYL COMPOSITION TILE
V.I.F. VERIFY IN FIELD
W.C. WATER CLOSET
WP. WATER PROOFING
w/ WITH
WIN. WINDOW
w/o WITHOUT
WD. WOOD
WAD WASHER AND DRYER
W.1. WROUGHT IRON
W.H. WATER HEATER
W.R.G.B. WATER RESISTANT
GYPSUM BOARD
W/5 WIRE SHELF
APPROVED BY PLANNING
Jul 24 2023
PRE INTERNAL PLAN
NAILING LEGEND
PLAN NAME LETTERS:
C5
FOUNDATION TYPE:
F = FLAT (2-STORY, 3-STORY,
TALL CRAWL)
D = "DAYLIGHT" BASEMENT
T = "TUCK -UNDER" GARAGE
LAST NUMBER OF CODE CYCLE
YEAR:
(2018, 2021, ETC.)
CODE REFERENCES
INTERNATIONAL RESIDENTIAL CODE: 2018
INTERNATIONAL MECHANICAL CODE: 2018
INTERNATIONAL FIRE CODE: 2018
UNIFORMED PLUMBING CODE: 2018
WASHINGTON STATE ENERGY CODE: 2018
ANSI/AF t PA SDPWS 2018
REVISIONS
DATE - PAGES - CHANGES
REV1
REV2
REV3
REV4
REV5
11 •
Pacific Ridge Series '"'
FL/4N 0
NA�IEO_
-------------------
SEPARATE PLUMBING PERMIT ,
REQUIRED FOR THIS PROJECT.
L- — - — - — - — - — - — - — - — - — -
ZOVED E3' ELEV/4T�CN
MUST BE
SQUARE FOOTAGE COUNTS
HEATED SPACE SF:
FINISHED BASEMENT SF: N/A
FINISHED FLOOR I (MAIN FLOOR) SF: 1471
FINISHED FLOOR 2 (UPPER FLOOR) SF: 1774
TOTAL HEATED SF: 3245
HEATED t UNHEATED SPACE SF:
FINISHED BASEMENT SF:
N/A
FINISHED FLOOR I (MAIN FLOOR) SF:
1471
FINISHED FLOOR 2 (UPPER FLOOR) SF:
1774
GARAGE OPT. 1 (WITHIN BLDG FOOTPRINT):
418
GARAGE OPT. 2
(w/ 5' x '20' GARAGE EXTENSION (BUMP -OUT):
N/A
GARAGE OPT. 3 (w/ 10' x '20'
(1) ONE CAR GARAGE BAY):
N/A
COVERED BACK PATIO OR DECK SF:
N/A
COVERED FRONT PORCH SF:
129
UPPER FLOOR FRONT DECK SF:
N/A
TOTAL HEATED * UNHEATED SF:
3663 (GARAGE OPT. 1)
N/A (GARAGE OPT. 2)
City
Of Edmon s
Building Department
Work
NEW SFR
Address
23906 91 ST PL W LOT 9
Owner
BRACKETT'S RESERVE
---------------------------------------
Approved Date
07/14/2023
Building Official
lre'xt 4L00#1(/�&v
Permit Number
BLD2023-0253
N 0
PLAN DETAILS/ PLUM5ING/ MECN. INFO
BLDG TYPE:
SINGLE FAMILY
MAX. BLDG DIMENSIONS
(INC. 3RD CAR GARAGE):
40' WIDE x 53' DEEP
MAX. NUMBER OF BEDROOMS:
6
EXHAUST FANS:
6
GAS PIPING CONNECTIONS:
I
HEAT SOURCE:
ELECTRIC
HEAT TYPE:
HEAT PUMP
NUMBER OF HEAT UNITS:
I
FIREPLACE TYPE:
ELECTRIC
BATHROOM SINKS:
5
BATHTUB OR COMBO's:
2
CLOTHES WASHERS:
I
DISHWASHER:
I
FLOOR DRAINS:
0
KITCHEN SINKS:
I
LAUNDRY SINKS:
0
SHOWER STALLS (SHOWER PANS):
2
T01 LETS:
3
WATER HEATER:
ELECTRIC
WATER SERVICE LINES:
I
07-07-2023
PLAN REVIEW
NOTES: APPROVED WITH CONDITION: A
RESIDENTIAL SPRINKLER SYSTEM IS
REQUIRED. A RECOMMENDED FLOW -THROUGH
Approved
DFM Cht
South Coountyunty Fire
Date:07/07/2023
DESIGN WILL MEET SPECIFICATIONS AND
REDUCE EQUIPMENT AND CONTINUAING
MAINTENANCE REQUIRMENTS. PROVIDE A
MINIMUM COMBINATION WATER SERVICE OF
ONE INCH (1") METER AND ONE AND ONE HALF
(1 1/2") SERVICE LINE OR SHOW THAT THE
DOMESTIC AND FIRE PROTECTIONS NEEDS CAN
BE MET WITH A SMALLER SERVICE.
DFM BURT
ARCP 7ECTURAL DRAWING INDEX
Al COVER SHEET
PCN
PLAN CHANGE NOTICE WRITE-UP
A2C
FRONT/SIDE ELEVATIONS
A3C
REAR/SIDE ELEVATIONS
A4
MAIN FLOOR PLAN
A5
UPPER FLOOR PLAN
AGC
FRAMING PLANS: ARCHITECTURAL INFO.
A7
ELECTRICAL PLANS
A9
ARCHITECTURAL DETAILS
A10
WATER INTRUSION DETAILS
A11
WSEC OPTIONS t CALCS
501
STRUCTURAL NOTES
502C
FOUNDATION PLAN
503C
MAIN FLOOR FRAMING
503C
MAIN FLOOR FRAMING
5O4C
UPPER FLOOR FRAMING
505C
ROOF FRAMING
SOG
STRUCTURAL DETAILS
507
STRUCTURAL DETAILS
S08
STRUCTURAL DETAILS
509
STRUCTURAL DETAILS
CITY OF EDMONDS NOTES
COMMUNITY NAME: BRACKETT's RESERVE
LOT #: q
ADDRESS: 23C106 ClIST PLACE W EDMONDS WA g8026
FIRE SPRINKEES REQ'D? YES
FIRE NOTES:
1) AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN DWELLINGS EXCEEDING
3000 SF OF FIRE AREA. FIRE AREA INCLUDES COVERED PORCHES, DECKS OVER 4' AND DOES NOT
INCLUDE FIRE SEPARATED GARAGES.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION t ITEMS
DESIGNER t BUILDER
PACIFIC RIDGE I ONES
JASON ATKIN
ARCHITECTURAL PLANS $ PERMIT COORDINATOR
jwatkin@pacificridgehomes.com
17921 BOTHELL-EVERETT HIGHWAY SUITE 100
BOTHELL WA 98012
PHONE: (425) 438-8444
STRUCTURAL ENGINEER
BTL ENGINEERING
1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100
WOODINVILLE WA g8072
PHONE: (425) 814-8448
REVISION REV # DATE
2018 IRC t WSEC UPDATES 0.00 02/15/2023
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
(-n
Q
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it li �
LL
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'"may
IAII
!I i
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(— //
co
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT.:
N/A
MAIN LEVEL SQ. FT.:
1471
UPPER LEVEL 50. FT.:
1774
TOTAL AREA 50. FT.:
3245
GARAGE AREA 50. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y'I = 11_011
SHEET CONTENTS
COVER
SPEET
Al
ELEVATION NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS * PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SWEET METAL FLASHING 4 COUNTER
FLASHING @ ALL ROOF PENETRATIONS, C14INNEYS t SKYLIGHTS.
4. PROVIDE CONTINUOUS GUTTERS * DOWNSPOUTS @ ALL EAVES, TYP.
5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SPUTTERS PER DETAIL
6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN
7. HOLD ALL SIDING MATERIAL V2" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
9. SOFFIT ALL FLAT AREAS w/ l2" OVERHANG @ WORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS
11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR* EXTERIOR CORNERS
UNLESS TAR PAPER IS CONTINUOUS
12. FOUNDATION VENTS TO BE SPACED PER PLAN
13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT t/OR SIDE t
GABLE END t GARAGE FRESW AIR VENTS TO BE LOUVERED
14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT
7'-6" A.F.F.
15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH
TOP OF THE GARAGE DOOR TRIM
16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL 11z"
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD IV" DRIP EDGE OUT Y"
AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH
22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO
BUTT UP TO TRIM WORK)
23. CEILING OF EXTERIOR BACK DECK TO BE FLAT.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION t ITEMS
20"
w Ln
w OF GARAGE 2x6 MATERIAL WITH
BLOCK Y811 BEVEL CUT.
`r o * FURR OUT 1 y" FOR
STONE VENEER
�12 � ADDRESS NUMBERS BLOCK
SCALE I I 0
NOTE: ALL EXPOSED FASTENERS TO 1
It CAULK EXPOSED NAILS WITH ROOFII
SIDING PER PLAN
ROOF TO WALL
FLASHING
ROOFING
ROOFING FELTS
3E SEAI
dG TAR
ED
E2� LOWER ROOF @ WALL
SIDING
PER ELEV
GALV MTL
FLASHING
2x W.W., PER PLAN
ROUGH SAWN
PLY SOFFIT
SIDING PER ELEV - FF
0SECTION AT OVER�-IANG
1SCALE: 3/4"
SIDING
I" SIDE OF
HOUSE
x 2 INSET
FRONT OF
CORNER TRIM
HOUSE
(&L
PERTRIMLE:
HOUSE CORNER PROVIDE BLDG PAPER
BEYOND SEPARATION BTWN
METAL FLASHING HOUSE AND ROOF
FRAMING, 6" MIN
ROOFING -CAULK kEYOND
EXPOSED NAILS w/
ROOFING TAR J
ROOFING
6°
ROOFING FELT
E15 RAKE PLASM I NGD ETA I L
SCALE: 1" = 1'-0"
SIDING
III SIDE OF HOUSE
2x4 INSET CORNER TRIM
FRONT / BACK
OF HOUSE
E� TYP CORNER TRIM
+ FIR OUT I Y" loll
# Y" 7�n FOR STONE VENEER
FIR OUT I 5 2
FOR STONE VENEER X HOLE
Fyn 3%" 0 HOLE -
BEVEL �_� 5 �� o
CUT BEVEL CUT 5j' BEVEL
CUT
TYP. BLOCK: NOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS
LIGHT FIXTURE NW NEATER VENT
TYP, NOSE BIB BLOCK, EXT. LIGHT FIXTURE
BLOCK, t TANKLESS NN NEATER VENT BLOCK
SCALE: 1/2"=1'-0"
ROOFING PER SPEC
5/4x KEYSTONE
RAKE FLASH'G
AS REQUIRED
Ix4 TRIM
q0°
I/2" ROOF
5/48 BARGE BOARD
SHEATHING
2x6 SPF SUB -BARGE
FLAT OUTRIGGER
@ 24"oc
GABLE END
HARDIE SMOOTH LAP
w
TRUSS
SIDING w/ 4" REVEAL
GALV MTL FLASHING
CL
2x3 SLOPED SILL
WITH DRIP EDGE
2x6 BAND
SIDING PER PLAN
BARGE,
KEYSTONE, PEDIMENT
DETAIL
SIDING PER PLAN. INSTALL HARDIE
PANELS OR SIDING PER
MANUFACTURERS INSTRUCTIONS.
NOTE: REFERENCE DETAILS E30, E31, E32
— TERMINATE PROVIDE 2110 HOLE w/ VENT INSERT
BOTTOM ,,,— AT TOP $ BOTTOM OF COLUMN,
PANEL MIN. 6" FACING THE HOUSE
ABOVE EARTH (2) 2x4 PT BTM PLATE
OR MIN. 211WEEP SCREED OR DRIP SCREED
ABOVE
PAVEMENT FLASHING
i II
2 MIN. BEAD SEAL UNDER FLASHING
COLUMN BASE: PANEL OR SIDING
E33
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
v SHEATHING
SIDING PER ELEV.
GALV. METAL
FLASHING
2x WHITE WOOD
1 PER PLAN
FLASHING BEHIND
I TRIM. EXTEND UNDER
ADJACENT FINISH AS
REQUIRED.
' SIDING PER ELEV.
SIDING TO SIDING
HORIZONTAL TRANSITION
SCALE: 3' = 1'-0'
E34.2
Ix FRIEZE
PER ELEVATION
UPPER PLC
WDW HDRS
UPPER FLC
MAIN PLAT
WDW HDRS
MAIN FL00
0
LO
MAX. BLDG HT ALLOWED = 492.01'
RIDGE = 487.43'
RAISED HEEL
0
UPPER PLATE
WDW HDRS
8 25" / 7" REVEAL
HARDIE CEDARMILL
LAP SIDING, TYP
-
WHERE SHOWN
CID
CID
EI
2A
UPPER FLOOR
A.O.G. = 467.01'
MAIN PLATE
WDW HDRS
HARDIE SMOOTH
VERTICAL SIDING,
-�
ALL SIDES w/ TOP
BOT. COLLAR TYP.
5.5" / 4" REVEAL
HARDIE CEDARMILL
LAP SIDING, TYP
WHERE SHOWN
MAIN FLOOR =
F. F. 457.30'
0
m
SE ELEV. = 454.80'
E19 SIM.
2A
12 0
7 C,
7:12
SIM
0
ao
12
7
Elq SIM. lx12 FRIEZE BOARD,
® 2A TYP. WHERE SHOWN
5.5" / 4" REVEAL
HARDIE SMOOTH
LAP SIDING, TYP
12 WHERE SHOWN
7
5/46 BARGE
E21 BOARD w/ Ix4
2A TRIM EXTEND 6"
PAST EAVES
L000,W6 ` v
A10 TYP BUTT JOINT TYP.
16" HARDIE
SMOOTH
MULTI -GROOVE
PANEL
TYP.
E1.1 WHERE
E24 2A OCCURS
C � lieu
In
FRONT ELEVATION 16
SIDE ELEVA70N E31
SCALE: 1/4" = I'-0"
SCALE: 1/4" = 1'-0"
12.1 ADDRESS
�2A BLOCK
E12 EXT WALL
�2A LIGHT WITH
SIDING BLOCK
2xl0 GARAGE WRAP,
INSTALL PROUD OF
INSIDE TO CAPTURE
GARAGE DRYWALL
Ell HOSE BIBB w/
�2A SIDING BLOCK
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
co
z
o
�
v
�
v
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL S0. FT:
1774
TOTAL AREA S0. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION,
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YII = 1'-0'I
SHEET CONTENTS
FRONT +t SIDE
ELEVATIONS
'D' ELEVATION
UPPER PLATE
WDW NDRS
s
UPPER FLOOR
aO MAIN PLATE
WDW NDRS
MAIN FLOOR
Q
6:12
I —Al
A
------
NEAT
L-----L
ELEVATON 1 1
NEAT PUMP
NOOK RUP AL
ELECTREAR
41-60
ol
SCALE: 1/4" = 1
ELEVATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING * COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS t SKYLIGHTS.
4. PROVIDE CONTINUOUS GUTTERS t DOWNSPOUTS @ ALL EAVES, TYP.
5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL
6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN
7. HOLD ALL SIDING MATERIAL l/" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
Cl. SOFFIT ALL FLAT AREAS w/ 12" OVERHANG @ NORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS
11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t EXTERIOR CORNERS
UNLESS TAR PAPER IS CONTINUOUS
12. FOUNDATION VENTS TO BE SPACED PER PLAN
13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT */OR SIDE t
GABLE END * GARAGE FRESH AIR VENTS TO BE LOUVERED
14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT
7'-6" A.F.F.
15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH
TOP OF THE GARAGE DOOR TRIM
16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL V2II
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD l/" DRIP EDGE OUT Y4'
AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH
22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO
BUTT UP TO TRIM WORK)
23. CEILING OF EXTERIOR BACK DECK TO BE FLAT.
JJ290
WDW HD
co
s
UPPER F
�0 MAIN PL:
WDW HD
MAIN FL(
SECT�CN A -A
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
KtbUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
o�
LLA
LLA
cn
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT.:
N/A
MAIN LEVEL S0. FT.:
1471
UPPER LEVEL 50. FT.:
1774
TOTAL AREA
3245
GARAGE 418 AREA 50. FT.: I
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/11 = 11-011
SHEET CONTENTS:
%
REAR * SIDE
ELEVATIONS
'D' ELEVATION
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
FLOOR PLAN NOTES
EQ. EQ.
ol
ol
1.
CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
FRONT DOOR !PER PLAN
WINDOWSCt DOORS:
CEDARKICK
(CENT REDIONEDOOR
2.
ALL EXTERIOR WINDOW It DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
FRONT POkP SLAB
3.
WINDOWS t DOORS ARE SHOWN t NOTED AS NOMINAL SIZES.
ELEVATION
4'-0"
4.
WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @
MAX. 42" A.F.F.
2x8 PLATE @
Da DOOR THRESHOLD
5.
ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
RAISED WALL,
RIPPED TO '6
4s TO BE
RE)MOVED PRIOR
6.
EXTERIOR WALLS TO BE 24 STUDS @ 1611 O.C., U.NO.
2x W.W.
TO FRONT
7.
GARAGE DOOR HEADERS @ 84" A.F.F.
�" SUB -FLOOR
_ TOE KICK
STEP/WALK BEING
8.
EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F.
JOIST
cv @ DOOR
POURED
q.
INTERIOR SWING DOOR HEADERS @ 83" A.F.F.
PEI PLAN
BLDG PAPER
10.
SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE.
BTWN JOIST
11.
GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR
END 4 CONC.
----
w/ A SELF CLOSING HARDWARE DEVICE.
PLATE $ STEM
WALL BEYOND
FRONT PORCH
FRONT
T.O. RAISED
12.
PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS
RAISED
PORCH
SLAB. SLOPE STEM
STEM WALL TO
EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE
STEM
SECTION
Y4' PER LIN. WALL
FT. MAX.
T.O. FRONT PORCH
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR
WALL
STEM WALL = 7"
13.
ALL BI-FOLD It BI-PASS DOORS TO BE CENTERED, U.N.O.
FRONT POI! EXT.
DETAIL
FRAMING:
D38
14.
VERIFY FIREPLACE STYLE 4 LOCATION w/ SUPERVISOR PRIOR TO CONST.
15.
FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS
16.
TOWEL RING BLK'G @ 57" A.F.F.
17.
TOWEL BAR BLK'G @ 48" A.F.F. $ BLOCK BOTH BAYS.
18.
TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
CENTER TRIM t LANDING ON
lq.
THERMOSTAT BLK'G @ 60" A.F.F
RONSIDDE OF SLDER BLE
20.
EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F.
I
EQ. EQ.
L.
2. T TOP OFT E L. "N OR L G T BLOCKS T AA G R GEL. LL L. G WIT TOP OFT E
GARAGE DOOR TRIM
22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS
23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON
LINE
THE INSIDE OF THE STAIR's RUN N RVEOSTRAL
24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL BEHIND
BOTTOM OF
VENTILATION: SIDING
25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN
ACCORDANCE WITH M1505.4.1.1.
26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600
SGD PER PLAN
OPERABLE!
PANEL I
---------- ----------
I I
EQ. EQ.
I
I
�
I
I
FRONT PORCH 0 PATIO
Q.
31-6" LANDING TYP.
@ BACK PATIO's
Q.
FIXED
PANEL
26 HEARTWOOD CEDAR TRIM,
EQ. ALL SIDES, CAULK/SEAL
ol
3'x3' LANDING TYP.
POUR AGAINST
NERVASTRAL I
Ld BACK PATIO's SHOULD ALWAYS
BE POURED IN THE DIRECTION
OF THE FIXED SIDE OF THE
SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE
S.G.D. WHENEVER POSSIBLE
M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
26 HEARTWOOD CEDAR TRIM
28.
WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8
DHRESNOLD LANDING PER PLAN. POUR
CFM / WATT PER WSEC R403.6.1.
/;�: AGAINST NERVESTRAL 26 HEARTWOOD CEDAR
29.
FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE
.
r ---,------------ jl
TRIM w/ FLASHING @
CODE INTERPRETATION 17-15.
NERVESTRAL
L�
HOUSE INTERSECTION,
30.
PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE
SANDING PER PLAN _
WHERE OCCURS
WHOLE HOUSE FAN.
- OF ::T EPS TBD BY I
LINE OF NERVESTRAL
31.
PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE
MUD SILL
SITE CONDITIONS
BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE
SLa6 ON GRADE
IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED
CONC. WALL
WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
-
SEE D38 FOR FRONT DOOR
AND FRONT PORCH DETAIL
LIFE SAFETY:
EXT. LANDING DETAIL @
26.
A NEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND
HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE.
SLIDING GLASS
Y
DOOR TYP
P
27.
THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE
W 1
ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
SCALE: N.T.S.
OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION
10.
SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP t CENTRALLY
LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24
11.
SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE
DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. IR3141
12.
IONIZATION SMOKE ALARMS:
$
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE.
$
IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SMALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24.
PHOTO ELECTRIC SMOKE ALARMS SMALL NOT BE INSTALLED LESS THAN 6 FT
HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE IR3141
25.
GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. t 5/8"
TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION
DRAFT STOP REQUIREMENTS
26.
ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH y" GWB AT THE
WALLS, UNDER -STAIR SURFACES AND SOFFITS.
27.
PROVIDE FIREBLOCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
�»-----
`r a CONTROL
JOINT
3" TYP.
2646
CSMNT
(EGRESS) 2646 PIC
w/ GRID Lu/ GRID
PER ELEV. PER ELEV.
1
�y
CONTROL
- JOINT
DRIVENA`Ir/F)ORCN FIAN
15'-011
SCALE: 3/8" = I'-0"
DOOR t JAMB --_,�
CAULK BACK OF
THRESHOLD TO
WRAP NERVASTRAL
NERVESTRAL
UP JAMB 6"
t ALL SEAMS
(2) 3/" BEADS OF
CAULK UNDER
NERVESTRAL, (1)
WRAP EDGE
@ SIDES OF JAMB
THRESHOLD w/
ADD'L NERVASTRAL
NERVASTRAL OR EQ
Dq TAESgOLD DETAIL
SCALE.
O
LID
0
a
ad _
d �
I I �
-------------
d I _
CONTROL CONTROL 4 iv
- JOINT JOINS
I I
I I
d d a l 4 �9 ° Q
I I
4 I I Q d
I I
I I
� I I
- a
STEP UP 1�
la
STEP UP iW
4'- %"
_ 4 Iw
1z
q3 LL
10_
A4D I�
I
Iw
I�
N
DRIVEWAY WIDTH
m
r
cn
401-011
ol 5-7%° V 41-0" ol 41-4V4' 61_011
24"x3611 HEAT
PUMP BASE
WHEN REQ'D
36" MIN.
24''x3611 HEAT
DW AIR
LANDING
PUMP BASE
GAP, DW
SIDE TYP
60610 SGD
STEP
(SG)
I I '° a F- ` -- C E
l
/L-------i I L--+---
DIN
0
KITCHEN o
CENTER
I 1314x1513 34"'H X 97
NOOK
STUD BAY
010 2x4 @24" W LL
I VX13'6
ON RANGE
- n
00 zo
o I" 24" CAB'Ts I"
SEE CAB
LAYOUT
FOR LOC
1
41-011 m
1 o
7' -011
R7FELR 4o-11
11 Rt
-231Y
4'-/3'-0
110 1N
co
I
N
12I SOFFIT
(LANDING)
PAN TRY
_
v
mm
a�
t..
N
ol
1'-011
41-10y" 5'-0" 5'-0" 3'-9%"ool
U
all
� U
a
A �
5050 XO 5050 XO
co
CN
o
LID 711 N
22 ELECTRIC
LIVING 10 FIREPLACE -
o
17'3x17'q
6' -7y" ol I1' -6r211
41-011 3'-11" 3 4y"
CN o N
BUTLER'S
ISx24 CRAWL
J
PANTRY
LOT IIT
W/S 3
()
SPACE ACCESS
2x6 WALL
A4 NICHEE
=
o 31
'4x6'q -
--------1- --I-
(LANDING)
�6T
UPm
17R
__
r
TR
2
12
II
8T 7T 5T 4T 3T 2T
EQ EQ
4/0 B.F. HS
all VANITY TP101216T
3/4 BATH SN HER
SOFFIT _
KNEEBE
n _
,
Go
HS
5'5x11'I
m
F
OW
I I -�'L
38'8'#�N4LF
o
o
TB
-q" 3'-011
6'-Iln
I_2n
WAI=ILLPER
v N
4/0 B.F.
10 11
SPELL
-------------
�n 24 Ya"m
NWT TO BE
W/S
W.N., 3"
INSTALLED IN
CLR.
THE 3rd CAR
o
DINING o
0
411 B LLARD
'121-311
GARAGE OR
GARAGE
xo
I I
o
BUMP -OUT WHEN
Ln
1 11
8 -7Y
12 Xl2 2 , „
4 -OY
,= 11
1 11
6 -2
„ , „
5 -1 3 -1
, „
6 -4
5141
THAT OPT. S
SELECTED.
Typ 2x4 SOFFIT
W/S(1)
EQ. 5/0 B.F. EQ.
BDRM 5
12'4xl3'1
�a
2868 -;
SP
\ CPT
HS
INE OF FLR AE
FOYER
o (OPEN TO
31- 11 = 11-511
2646
CSMNT o
(EGRESS) 2646 PIC Ln
w/ GRID w/ GRID
PER ELEV. PER ELEV.
I I
0 FRONT PORN
124 SF
�I
2x8 12" SOFFI T2x,8
I
I
I
I
q3
4D
I
1211 1211 1211
4'-3" 2'-0'I
14'- �II 6'_011
GARAGE
lq'lx20'3
GARAGE NOTE: WRAP ALL WARM WALLS
AND SUPPORTING MEMBERS WITH 1/211
G.W.B. t 5/8" TYPE 'X' ON THE CEILING
V-6" x 19'-0" MIN PARKING
CLEAR FOR SNOCO SFDU
*NOTE: MIN. PARKING
REQMNTS FOR PACIFIC RIDGE
SFDU PLATS TO INCL ONE
PARKING SPOT IN GARAGE t
ONE SPOT IN DRIVEWAY,
U.N.O. IN PLAT DOC's.
16070 GARAGE DOOR
LINE OF
FLOOR ABOVE
161-311
20'-0'1
401-011
I`IIAN FLOOR FLAN: 151 ELEV.
FOR
UTILITY
LAYOUT,
SEE W5AIA
I&IM
0
�n
0
0
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
z
coLl
�_n
-
LU tea,
LU
c� -
U
COPYRIGHT NOTICE: THIS
PLAN IS OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN IS PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 59. FT:
N/A
MAIN LEVEL 50. Fr.:
1471
UPPER LEVEL 50. Fr.:
1774
TOrAL AREA SO. FT.:
3245
GARAGE AREA 50. FT:
418
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: A" = 11_0"
SHEET CONTENTS:
MAIN FLOOR PLAN
SCALE: 1/411 = 1'-011
FLOOR PLAN NOTES
1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
WINDOWS t DOORS:
2. ALL EXTERIOR WINDOW * DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
3. WINDOWS * DOORS ARE SHOWN t NOTED AS NOMINAL SIZES.
4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.D. @
MAX. 42" A.F.F.
5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
6. EXTERIOR WALLS TO BE 24 STUDS @ 16" O.C., U.NO.
7. GARAGE DOOR HEADERS @ 84" A.F.F.
8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F.
q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F.
10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE.
11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%` THICK 20-MINUTE FIRE -RATED DOOR
w/ A SELF CLOSING HARDWARE DEVICE.
12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS
EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR
13. ALL BI-FOLD * BI-PASS DOORS TO BE CENTERED, U.N.D.
FRAMING:
14. VERIFY FIREPLACE STYLE 4 LOCATION w/ SUPERVISOR PRIOR TO CONST.
15. FRAMERS TO INSTALL ALL WINDOWS # INTERIOR COLUMNS
16. TOWEL RING BLK'G @ 57" A.F.F.
17. TOWEL BAR BLK'G @ 48" A.F.F. t BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
lq. THERMOSTAT BLK'G @ 60" A.F.F
20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F.
21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SMALL ALIGN WITH TOP OF THE
GARAGE DOOR TRIM
22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS
23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON
THE INSIDE OF THE STAIR'S RUN
24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL
VENTILATION:
25. WHOLE HOUSE VENTILATION SMALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN
ACCORDANCE WITH M1505.4.1.1.
26. WHOLE HOUSE FAN SMALL OPERATE CONTINUOUSLY.
27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600
SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE
M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
28. WHOLE HOUSE FAN SMALL BE 1.0 SDNES OR LESS, AND SMALL HAVE AN EFFICACY OF 2.8
CFM / WATT PER WSEC R403.6.1.
2q. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE
CODE INTERPRETATION 17-15.
30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE
WHOLE HOUSE FAN.
31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE
BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE
IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SMALL BE LOCATED
WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
LIFE SAFETY:
26. A HEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND
HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE.
27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE
ALARM TWAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
OTHER LOCATION TWAT WILL PROVIDE OCCUPANT NOTIFICATION
10. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, w/ BATTERY BACKUP 4 CENTRALLY
LOCATED IN EACW HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24
11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE
DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. ER3141
12. IONIZATION SMOKE ALARMS:
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE.
IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24. PHOTO ELECTRIC SMOKE ALARMS SMALL NOT BE INSTALLED LESS THAN 6 FT
HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE ER3141
25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. 4 5/8"
TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION
DRAFT STOP REQUIREMENTS
26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITW y" GWB AT THE
WALLS, UNDER -STAIR SURFACES AND SOFFITS.
27. PROVIDE FIREBLDCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS.
NOTE: REFER TO STAMPED IS' SWEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
A 16"
OF SOAP
NICHE, SHOWER
CONTROL
y
SHOWER PAN
PEX TUBING
TYP.
I�
SHOWER CONTROLS
16"x2411611 DEEP
SOAP NICHE
BUTT NICHE TILE
-
INTO FIELD TILE,
TOP $ SIDES
-
-
24"
SECTION A -A
BUTT FIELD
(ZOOMED IN @ NICHE)
TILE INTO
-
BOTTOM OF
NICHE TILE
(3) LAYERS I"
POLY -ISO RIGID
APPROX. STUD
INSULATION, EXT.
LAYOUT
WALLS ONLY
-
SHOWER DOOR
I�
-
LO
FIELD TILE
II II
-
� /
,�"
II
II
SHOWER PAN
II
I
SECTION A -A
26 or 2x4
2x8 WALL,
(@ EXTERIOR WALL)
WALL PER PLAN
BACK WALL OF
SHOWER, TYP.
'/� Si ON ER SOAP
N Cfi E
�G 1
SCALE: NTS
DOUBLE RIM OR
PROVIDE SPLICE
ADD FLAT
2X4 THROUGH
JOIST @ 5' O.C.4Y2
"x6"
X
32
STT HRS416Z. SECTION THRU
ATTACH TO
2x AND TO WALL CAP
STAIR RIM
� ALF NALL FRAMING $ CAP DETAIL
SCALE: 1/2"=1-011'
- PROVIDE MIN. 30"
HEADROOM CLEARANCE.
- TRUSSES MUST BE
INSTALLED @ 24" O.C.
0
ATTIC ACCESS
SHEATHING ON
OUTSIDE OF
TRUSS MEMBERS
0
5/4 TRIMS GWB ATTIC
OR SIM. ACCESS LID
D3q ATTIC ACCESS DETAIL
SCALE: I/2
GROUT t
SEAL, TYP.
� SHOWER GLASS t
SLOPED TILE -� FRAME
y�1
CAP
DRYWALL
L CERAMIC TILE 1211W S.A.M.
SURROUND BITUTHENE a
OR EQUIV.
2x4 STACKED , a
BLOCKING AT 30
SHOWER PAN SHOWER CURB. can <
.� a
(SOAKER TUB AT HALF
SIM.) WALL, FRAME
LIKE HALF -
� v
SUB FLOOR WALL.
TILED SPONER GURE3 (CALF NALL S M.,
SCALE: 3" = 1'-011
1, PER PLAN
A
Il 11111 L-NlVIC VNALL)
40' -011
22' -4211 171-72"
1'-p11
5'-011 6'-011 6'-011 41_4ol 211 51-7ol q" 12'-00. 111
6040 XO B5 SHOWER
(EGRESS) 6040 XO A4 NICHE
34"x60" ® ® TR o
N S ER TR
PAN 84" VANITY
ACTIVE 1 _
ii B FREESTAN N TUB. S Z o x o cry
PER SP . PRaID o
BEDROOM 1 BATH 1 TEMP.PER2018 TI G V09 4 0
13'4x22' 1 CPT, 8' 1Ox16' 10
2" g1_411 11-102" 31_ 2" I'-5" 8'-111 01 2'-II" 6' 2 �n
2868 N
TB
co
0 cn a TPIQ
v
co
N
- - - - - - - - 4011H GWB 26HALF WALL m m
------------------------------ --
>- 2x4 SOFFIT
(ALL SPEC LEVELS)D15 I W.I.C.
CN
FOLLOW RAKE OF STAIR A5 -�L 8'lxq'1
I I
BT TT 6T 5T 4T 3T 2T IT I I p
(LANDING) DNS O 22"X3011 539UTILITY
CO
i 17R/m SD =� ATTIC ACCESS A5 6' 1Oxq' 1 W '
16T �
INSTAL I8"6' D
54014 I 1 TRANSFERGRILLL66
WNF I I I
-6 ABOVE D R (MIN. D I L-----------------J
3 100 SQUARE INCHES)(LANDING)
9T IOT IIT 12T 13T 14T 15T 16T a
I MD INSTALL 18'6
I =�, 2468 1 2: TRANSFER GRILL
4211N GWB 2x6 HALF WALL D15
0 0 (ALL SPEC LEVELS A5
n, 3'-22n V-10" q'-72lo
BEDROOM 2
o 11'3x14'll
�w
m
---------
CN
EQ. 5/0 B.F. EQ.
8'-1111
N
= BEDROOM 3
11'2x13'1
SDO
cis I N ABOVE DOOaR MIN.
I 100 SQUARE IN HES)
Rq
SD/CO
tiN
01 I'-1011
51_011
OPEN TO �N
BELOW
L1
Eml
:IN-111111161501"W2
11
,!�X10'3 O
a SD
5'-1
3'-I11,
BEDROOM 4
11'3x13'
5/0 B.F
-------- ----------
W/S(1)
LOFT
13'gxlq'1
a
O N o
LLI -
Q) w o
ow
�� m
m
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�o
z
LL
o
�
v<
�
LLI
v
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL SQ. FT:
1774
TOTAL AREA SQ. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y" = 1'-0"
SHEET CONTENTS:
UPPER FLOOR PLAN
UPPER FLOOR FLAN: '6' ELEV.
SCALE: 1/4" = 11-0"
FOUNDATION NOTES:
1. CONTRACTOR TO VERIFY ALL NOTES, MATERIALS, CONDITIONS
PRIOR TO CONSTRUCTION.
2. STEP FOUNDATION PER SITE CONDITIONS.
3. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE
TREATED.
4. PROVIDE CONSTRUCTION / CONTROL JOINT IN SLABS PER
ARCHITECTURAL DRAWINGS. JOINTS SHALL BE APPROX. SQUARE
4 400 SQUARE FEET OR LESS.
5. CONTRACTOR TO VERIFY LOCATION OF KNOCK -OUTS FOR
STORM, SEWER, WATER 4 DRAINAGE.
6. 18" MIN. CRAWL SPACE CLEARANCE TO BOT. OF FLOOR JOISTS.
12" MINIMUM CRAWL SPACE CLEARANCE TO BOT. OF BEAMS.
7. COVER BOTTOM OF CRAWL SPACE w/ 6 MIL BLACK VAPOR
BARRIER. LAP JOINTS 12"
8. EXCAVATOR TO INSTALL (2) 24s FOR BLOCKING BETWEEN
DOWNSPOUT LOCATION 4 FNDN STEM WALL BEFORE INSTALLING
DOWNSPOUT TO TIGHTLINE CONNECTOR PIPE TO ENSURE PROPER
CLEARANCE FOR FLATWORK, SIDING MATERIAL, STONE VENEER.
ATTIC NOTES:
I. VENTED BIRD BLOCKING AND GABLE END VENTING IS NOT
ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS
FROM THE PROPERTY LINE OR WHEN THE EAVE OR
OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE.
SYMBOLS $ LEGEND
O
SMOKE DETECTOR
BIRD BLOCK OR
SMOKE/CO2 DETECTOR
SOFFIT VENT LOCATION
"
AF50 ROOF "JACK" AIR VENT.
HEAT DETECTOR/ALARM
10
(w/ CUT-OUT SIZE * SHAPE)
= OR —
5O"
BATH FAN t BATH FAN VENT
FL ABOVER
(w/ CUT-OUT SIZE * SHAPE)
FLOOR BELOW
7"WHF 7"
O
WHOLE HOUSE FAN VENT
SAFETY
(w/ CUT-OUT SIZE 4 SHAPE)
FURNACE VENT
ROOF SAFETY ANCHOR
F71
(w/ CUT-OUT SIZE 4 SHAPE
ANCHOR
BUCK -OUT WHEN
WALL LENGTH IS
LONGER THAN 61
(DP.T. 2x2
NAILER FOR
GARAGE WRAP (CORNER
t SIDING CONDITION)
ATTACHMENT
I PLAN VIEW AREA OF
M RAISED STEM
RAISED STE
WALL
WALL: S DING NAILER
D�2 SCALE: 3/4'
ROOF FRAMING DIAGRAM $
)RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = I'-0"
DI P.T. 2x2 NAILER
FOR GARAGE WRAP
t SIDING ATTACHMENT
ELEVATION PLAN VIEW
GARAGE WRAP t SIDING NA LERIs
@ TALL GARAGE PIERS
SCALE: 3/4" = I'-0"
ROOF VENTILATION B ELEV MAIN ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 1,842.0
VENTILATION REQUIRED: 884 SQ IN (1sf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN 3' OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 57 ACROSS FRONTAND REAR EAVES ONLY
(PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL
TO AND WITHIN 5FT OR LESS OF PROPERTY LINES)
BIRD BLOCK VENT'G PROVIDED: 210.7 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 4.63
# ROOF JACKS PROVIDED: 4
ROOF JACK VENT'G PROVIDED: 200 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 410.7 SQ IN (45.1%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 7.07
# ROOF JACKS PROVIDED: 10
TOTAL UPPER VENTILATION PROVIDED: 500.0 SQ IN (54.9%)
TOTAL VENTILATION AREA PROVIDED: 910.7 SQ IN
C-�
L J
17J
LINE OF DRAFT
STOPPING AT
FLOOR TRUSSES:
FLOOR TRUSS
MFR TO DESIGN
TR11Sc)Fc) FnR
' 21I to
141-i1/11 ,1\\�//
------ I
FORCED AIR UNIT IN MEC�
CLOSET ON UPPER FLOOR.
TPE FLR TRUSS LAYOUT
SPOULD LEAVE 2111 O.C.
MIN. CLR ALL SIDES
BELOW FORCED AIR UNIT_A
ME—IME MR MEN ONE imm Ems Ems imm imm Ems Ems ME
NI
I AI I
UPPER FL. FRAMING DIAGRAM
)RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = 1'-0"
ROOF VENTILATION B ELEV LOWER ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 196.0
VENTILATION REQUIRED: 94 SQ IN (1sf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN T OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 36 ACROSS FRONTAND REAR EAVES ONLY
(PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL
TO AND WITHIN 5FT OR LESS OF PROPERTY LINES)
BIRD BLOCK VENT'G PROVIDED: 133.1 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: -1.72
# ROOF JACKS PROVIDED: 0
ROOF JACK VENT'G PROVIDED: 0 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 133.1 SQ IN (72.7%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 0.75
# ROOF JACKS PROVIDED: 1
TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (27.3%)
TOTAL VENTILATION AREA PROVIDED: 183.1 SQ IN
r KITCHEN
ISLAND ABOVE
I I
L------J
CRAWL SPACE
18" MINIMUM CRAWL SPACE.
12" MINIMUM UNDER BEAMS.
6 MIL BLACK POLYETHYLENE GROU
COVER. LAP JOINTS 12"
R-30 INSULATION BTWN. JOISTS.
D 2 AREA OF RAISED
STEM WALL. SEE
SHEET S02 FOR DIM's
t STRUCTURAL.
(:DMAIN FL.
RELEVANT
SCALE: 3/16" = I'-0"
CRAWL SPACE VENTILATION
CRAWL SPACE AREA:
1,471.0
SQ FT
VENTILATION REQUIRED:
706.1
SQ IN (1sf PER 300sf OF CRAWL AREA)
FOUNDATION VENTS USED:
7" x 14"
NET FREE AREA PER VENT:
73.5
SQ IN (25% REDUCT w/ 1/4" MESH)
VENT AREA REQ'D / AREA PER VENT:
9.61
# OF VENTS REQUIRED:
10
7" x 14"
VENTS PROVIDED:
12
7" x 14" FOUNDATION VENTS
VENT AREA PROVIDED:
882
SQ IN
CRAWL SPACE
VENT, TYP
5'-1
I \ /
I
I� \
4" THICK CONCRETE SLAB
SLOPE TO DOOR 14" PER FT.
AREA OF RAISED
RAISED PIER, BOTH
SIDES. SEE SHEET D37
OD/s S02 FOR DIM's t AG
STRUCTURAL.
FRAMING DIAGRAM $
INFO.: 'B' ELEV.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�
z
Ll
v
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR 545EMW SO. FT.:
N/A
MAIN LEVEL SO. FT.:
1471
UFPER LEVEL SO. FT.:
1774
TOTAL AREA SO. FT:
3245
GARAGE AREA 50. FT.:
418
NEAT SOURCE:
ELECTRIC
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/II _ 1'41
SWEET CONTENTS:
DOWNSPOUTS,
VENTING, PLUMBING
DRAIN(S):
'Cl ELEVATION
ELECTRICAL PLAN NOTES:
I. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY
BACKUP t CENTRALLY LOCATED IN EACH HABITABLE ROOM.
ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE
THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24" (IRC R314)
2. A COMBINATION SMOKE / CARBON MONOXIDE DETECTOR SHALL BE
PLACED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. (IRC R315)
3. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT
HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT
CONTAINS TUB OR SHOWER. (IRC R314)
4. IONIZATION SMOKE ALARMS:
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM
A PERMANENTLY INSTALLED COOKING APPLIANCE.
IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH
SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM
A PERMANENTLY INSTALLED COOKING APPLIANCE.
PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS
THAN 6 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE (IRC R314)
5. PER IRC M1507.3.2.: A LABEL SHALL BE AFFIXED TO THE
WHOLE HOUSE FAN CONTROL THAT READS "WHOLE HOUSE FAN
VENTILATION (SEE OPERATING INSTRUCTIONS)"
6. CEILING CAN LIGHTS OF A HABITABLE ROOM ARE TO BE INSTALLED
4' OR LESS FROM AN ADJACENT WALL SO A CEILING FAN RATED
JUNCTION BOX IS NOT NECESSARY
ELECTRICAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
$ SINGLE POLE SWITCH
$# MULTI -WAY SWITCH
IIOV DUPLEX CONVENIENCE OUTLET
,I N IIOV DUPLEX CONV. OUTLET W/ GFI
Y V (GROUND FAULT INTERRUPTER)
0 220v or 240v OUTLET (PER EQUIP. SPEC)
WP IIOV DUPLEX OUTLET (WEATHER PROOF)
(I) IIOV OUTLET E (2) USB OUTLETS
BLANK PLATE
NWT IIOV DUPLEX OUTLET FOR HOT WATER TANK
HALF HOT IIOV DUPLEX CONVENIENCE OUTLET
0), GARAGE DOOR OPENER IIOV DUPLEX OUTLET
ON IIOV DISHWASHER OUTLET
220V CLOTHES DRYER OUTLET
CLOTHES WASHER OUTLET
pk**
220v OUTLET FOR ELECTRIC CAR CHARGER
RECESSED CEILING MOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE
P
PENDANT LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE (INT. E EXT.)
FLUORESCENT FIXTURE
PORCELAIN KEYLESS LIGHT FIXTURE
IIOV SMOKE DETECTOR, W/ BATTERY BACKUP
COMBO CO2 E SMOKE DETECTOR
HEAT DETECTOR / ALARM
RECESSED CEILING MOUNTED FAN, V.T.O.
WHOLE HOUSE FAN
WHOLE HOUSE FAN TIMER CONTROL
WALL MOUNTED HEATING t COOLING UNIT (MINI -SPLIT)
�0
MINI-SPIJT
CE
^T�
ELECTRICAL CEILING HEATER
STACKED DATA (TDP)
JACK t SMURF TUBE
ACCESS BLANK PLATE
THERMOSTAT
7DP
COMBO RG6 w/ (2) CAT5E
6
G
D/P
COMBO JACK WITH (2) CAT5E
1
TELEPHONE JACK
to
SMURF TUBE OR EQUIVALENT
HOME AUTOMATION CONTROLS
A/C WP
PRE -A/C OR HEAT PUMP
DOOR BELL
FLAT PANEL PRE -WIRE
sP SURROUND SOUND SPEAKER
e
a CENTER ALL LIGHT FIXTURES ON
VANITY SINK(S).
" LIGHT FIXTURES OVER VANITIES
TO BE 82"-86" F.F.
" REFER TO CABINET LAYOUTS FOR
G
KITCHEN APPLIANCE AND VANITY
CENTERLINE LOCATIONS.
POWER "WHIP" +86"
HOOD +78"
RANGE +18"
.A
UPPER FLOOR ELECTRICAL
HEAT
WP PI1MP
I I 1
KITCHEN ,
• RI '
\
V,o
O
l 4� ]Q�
1 J PN OPT J P OPT
u
i
PANTRY
DINING
i
Rnpm F
WP
WP FRON-
ACTIVE
STACK THESE TWO RECEPTACLES.
SEE DETAIL, THIS SWEET
I TDP I
SMURF TUBE
ACCESS w/
' NOOK I BLANK PLATE
imn
FAN LY _
+78
3
%1
PT /
N
i
I
I
I
UP TO ��
PENDANT
FOYER
WP
a
0
F/P IGNITOR
T
I� �I
is----y
_LL -
F.F.
KEYLESS \ _ KEYLESS
GARAGE
WWT
m
RCN � _ � O
HIP
o/' o
FLOOR ELECTRICAL PLAN:
(ALL ELEV's S 'E3' ELEV.
SCALE: 1/4" = 1'-0" SCALE: Y4' = 1'-0"
HWT TO BE
INSTALLED
IN THE 3rd
CAR
GARAGE OR
GARAGE
BUMP -OUT
WHEN THAT
OPT. IS
SELECTED.
FOR
UTILITY
LAYOUT,
SEE W5/IIA
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
coLl
z
o
(-n
v
�
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v
v-
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL SQ. FT.:
1471
UPPER LEVEL SQ. FT:
1774
TOTAL AREA SQ. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YII = 1'-0'I
SHEET CONTENTS
ELECTRICAL PLANS
,47
- COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY
15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER
SHEATHING o/ ROOF LICENSED IN wASHINGTON
TRUSSES PER PLAN STATE INSTALLED AND
BRACED PER MANUFACTURERS
SPECIFICATIONS LOADS: 25#
L.L.+ 15# D.L. = 40# TOTAL
R4q INSULATION
IN ATTIC - R38
@ VAULTS
Y" GWB
CLASS II VAPOR RETARDER
PRIMER PAINT w/ A
MOISTURE PERM RATING OF
1.0 OR LESS (EX. RODDA
PAINT VAPOR SHIELD).
(2)26 TOP PLATES STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP.
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT
BARRIER OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE
NAIL PER Sw SCH
3/4" T*G FLOORING NAIL AND GLUE
2x10 @ RIM AND BLOCKING w/ R-21
FOIL FACED INSULATION, CLASS I OR II
FLOOR JOISTS PER PLAN
Y" GwB
CLASS II VAPOR
RETARDER PRIMER
PAINT w/ A MOISTURE
PERM RATING OF 1.0 OR
LESS (EX. RODDA PAINT
VAPOR SHIELD).
(2)26 TOP PLATES
STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT BARRIER
OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE NAIL PER Sw SCH
RIM PER PLAN
ANCHOR BOLTS t
SPACING PER SW
SCHEDULE
R38 INSULATION '
26 PRESSURE TREATED MUD SILL
6 MIL BLACK POLYETHYLENE GROUND
COVER. LAP JOINTS 12" ---\
INSULATION
BAFFEL EXTEND
12" ABOVE
INSULATION WITH
1 1/2" AIR SPACE
%4 6
FASCIA -
(TYP)
5" CONT.
GUTTER
6" MIN.
TO SOIL
TYP. EXTERIOR NALL SECTION
POKER C
PLASMA
OUTLET
SMURF I
(1)LAYEF
(1) 3/411
PLYNOOI
BLACK U
BLANK F
w/ COAX
SMURF 1
110V DUF
OUTLET
POKER C
\ PLASMA
II \ OUTLET
\ \ OPEN ITO ABOVE SMURF
\ (1)LAYEF
II \\ (1) 3/411
\ \ PLYNOOI
\ BLACK U
\ II I
2x10 \ \
BACKING \
(TYP) \
LU \
\ I
PLYWOOD a \I
\\ II < \\
BLANK F
w/ COAX
° \ I
\ Z \ SMURF 7
° \ \ NAND RAIL @ \
° \ °° 34"-38" \ 110V DUF
\ \ ABOVE NOSE \ \ OUTLET
CONNECT \ \ OF TREAD
STRINGERS °
TO RIM w/ \I\
L550 TYP II \
\ loll MIN. LINE OF CURB WHEN
AT STAIRS \ TREAD RAILING OPT. CHOSEN.
ADJACENT EXTERIOR \ EPTH X CURB TO BE 5" FROM
WALLS, CONNECT ° \ \ NOSING
STRINGER TO 2x6 q)
STUDS w/ 6" SDS ° \ D2
SCREWS AT EACH
STUD WHERE \ 7%" MAX RISER HEIGHT.
POSSIBLE, TYP ° 4, 10" MIN TREAD DEPTH
° \ w/ 1 y" NOSE (%" MIN.,
NOTE: ALL STAIR CONSTRUCTION, \ MAX RADIUS %6")
ACCESSIBLE SPACE CLEARANCES AND HANDRAIL
UNDER STAIRS TO LOCATIONS PER IRC SECTION 312. ° \ \ STAIRS:
BE 2" MIN GWB 0
(3) 2xl E"ASTAIR
lx4 STRONG BACK °
JACKS2x4 THRUST
I L- I BLOCK
TYP STAIR SECTION
7011
MIN. J,
F RPLAC ELEV. _ STONE UNIT IN UPPER RIGHT CORNER
I�
SCALE: N.T.S.
70'1
MIN.
v , i ' -L- i - Y - h-1..-/1 -- I F-L.- I - - -
nc, —REPLACE ELEV. _ T LE UNIT IN UPPER RIGHT CORNER
SCALE: N.T.S.
PROVIDE DRAFT STOPPING (GNB
OR DENS GLASS) AT BACK FACE
OF FIREPLACE CAVITY
2x4 FRAMING
ABOVE FIREPLACE
1IY4" 11Y411
00, MIN. 45Y211 R.O. 00, MIN.
51_�II
F REPLACE PLAN V EN
ELECTRIC FIREPLACE INSERT
11SIMPLIFIRE SF-ALL48-BK11
2x4 FIREPLACE
�.- NALL FRAMING
Q
26 R.O.,
o ALL SIDES
[z
Lu
x
Lu
X 2x4 FIREPLACE
`y NALL FRAM I NG
A -A FRAM NG SECT ON
SCALE: N.T.S.
2x4 FIREPLACE
..- NALL FRAMING
Q
:K
2xG R.O.,
o
ALL SIDES
w
I X I
x
2x4 FIREPLACE
NALL FRAMING
� n
A -A FRAM NG SECT ON
SCALE: N.T.S.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CoLL
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o
�
v
�
<
LLI
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL S0. FT:
1774
TOTAL AREA S0. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 1'-0"
SHEET CONTENTS
ARCHITECTURAL
DETAILS
4�I
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SLIDING GLASS DOOR
SELF ADHESIVE 7
7PER PLAN
MEMBRANE PAN
SLIDING GLASS DOOR
FLASHING
NAIL FLANGE
NAIL ON FLEXIBLE
GALV 'Z' FLASHING
FLASHING
2" MIN FROM TOP OF
FLOOR JOIST
LEDGER TO LAG SCREW
PER PLAN
5/44 CEDAR DECKING
PER PLAN
2x PT JOIST PER PLAN
■
a
rl rl rl rl rl HANGER PER PLAN
RIM JOIST PT LEDGER PER PLAN
BUILDING PAPER SHEATHING PER PLAN
INSTALLED BEHIND
LEDGER AND PAN SIDING PER PLAN
FLASHING. LAP LEDGER INSTALLED BEFORE SIDING
OVER HOUSE WRAP
w/ BUILDING PAPER BEHIND IT w/ 8"
EXPOSED ON ALL 4 SIDES
I� _DE CK LEDGER DETAIL
N.T.S.
5-0 TO NOSE BIB
3'-611 TO
C.L. OF
PRONTO
BEND
FRONT
CORNER
OF HOUSE
AT GARAGE
ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
NOSE
�� BIBB
INSTALL
GROUNDING
PROD 1211 FROM
PRONTO BEND
FORTIFLASH o/ FLASHING
9" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO
ALL SIDES $ CORNER
FLASHING
2x2 TRIM @ PERI
]ELEC.
Lf
TYP.
OPENING FOR
60 MIN. BLDG
METER BOX, FIRE
PAPER BEHIND
DIRECT VENT, RANGE
METER MAIN
DRYER VENT, ETC.
SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS
ELECTRIC METER $
NOSE BIB
LOCATION
(NO
GAS
METER)
SCALE: N.T.S.
/ 1014" TO NOSE BIB
V-6" TO C.L.
OF PRONTO BEND
31-/ II 31-0II
EDGE TO EDGE TO
EDGE EDGE
FRONT
CORNER
OF HOUSE
AT GARAGE
GAS
METER
ELECTRICAL
METER MAIN
® PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
NOSE
BIBB
INSTALL
GROUNDING
ROD 12" FROM —
PRONTO BEND
FORTIFLASH o/ FLASHING
9" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES $ CORNERS.
FLASHING
2x2 TRIM @ PERIMETER
TYP.
OPENING FOR ELEC.
60 MIN. BLDG
METER BOX, FIREPLACE
PAPER BEHIND
DIRECT VENT, RANGE VENT,
METER MAIN
DRYER VENT, ETC.
SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS
ELECTRIC $ GAS
METER, DOSE
BIB CLEARANCES
$
LOCATIONS
STUD
HATS
BARR
JOINT
I NSTA
IN NO
CONTr
SIDIN(
PLAN
SIDING BUTT JOINT FLASkIING
SCALE: N.T.S.
30# FELT PAPER
STARTER STRIP
FLASHING
GUTTER PER
PLAN ROOF TRUSS
FASCIA PER PLAN
�,FLAS NG DETAIL @ SAVE
SCALE: N.T.S.
OVERLAP MIN. 16"
BLDG. PAPER TYP.
SIDING PER PLAN
2x2 PRIMED TRIM
Nq SIDING / INSIDE CORNER
SCALE: N.T.S.
%" x 3" LAG SCF
POSITIVELY ATTACE
TO WALL STUDS. l
SCREW TO PENETRt
STUDS 1" MIN., TYF
1/3 AND 2/3 HT
HWT. ATTACH w/ I
x 16 GA. STRAP
2/3 HT OF HK
1/3 HT OF HWT
t"Vr CKln MIAI / II Ito IA Win
EXTERIOR DOOR FLASqING
SCALE: N.T.S.
CENTER TRIM S LANDING ON
FRONT DOOR /OPERABLE
SIDE OF SLIDER
EQ. EQ. ol
SGD PER PLAN
OPERABLE I FIXED
PANEL PANEL
LINE OF
NERVE5TRAL I 2x6 HEARTWOOD CEDAR TRIM,
BEHIND I I EQ, ALL SIDES, CAULK/SEAL
EQ. � � � I EQ.
BOTTOM OF I I 31x3' LANDING TYP.
SIDING i I POUR AGAINST
NERVASTRAL
FRONT PORCH 0 PATIO
3'-6' LANDING TYP. BACK PATIO's SHOULD ALWAYS
Q. @ BACK PATIO's BE POURED IN THE DIRECTION
OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
DOOR �.— 2x6 HEARTWOOD CEDAR TRIM
THRESHOLD LANDING PER PLAN. POUR
AGAINST NERVESTRAL 26 HEARTWOOD CEDAR
— TRIM w/ FLASHING @
NERVESTRAL—��I HOUSE INTERSECTION,
LANDING PER PLAN I �_� WHERE OCCURS
('MiN. 2'6', TYP.) �
-i" OF STEPS 766 BY I I LINE OF NERVESTRAL
MUD SILL fi E C)NDITICNS ;
---------------y—�—
CONC. WALL SLAB ON GRADE,
=III -III III= SEE D38 FOR FRONT DOOR
- AND FRONT PORCH DETAIL
EXT. LANDING DETAIL @
I� SL I D I NG GLASS DOOR, TYP
SILL A
PER S
GYP. E
EXT W
PLAN
INSULA
(WHER
SCALE: N.T.S.
r A l A A 1 r
WINDOW FRAME
3/8" BEAD CAULK
SEALANT
TRIM PER ELEVATION
(WHERE APPLICABLE)
MOISTOP (SEE DETAIL
WIO FOR INSTALL)
FORTIFLASH ON ALL
SIDES OF WINDOW
SIDING PER PLAN
BLDG. PAPER
PENETRATION
BUILDING PAPER TO EXTEND LL_ _LL_
MIN. 12" BEYOND ALL EDGES STEP 1
OF THE PENETRATION • ATTACH SILL STRIP OF 9" WIDE MOISTOP (OR EQ.) FLASHING MATERIAL
WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL.
• EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH
OPENING.
PENETRATION PROTECTION • ATTACH FLASHING MATERIAL WITH CORROSION -RESISTANT STAPLES.
SCALE: N.T.S.
*NOTE: SEAL ALL
EXPOSED FASTENERS
F&
SHEATHING PER PLAN
INSULATION-
BLDG PAPER
PER PLAN
APPROVED FLASHING
(0.19 x 1011 ROLL)
- SIDING PER PLAN 1-I/2" GAP
BTWN ROOF AND SIDING
cx
ROOF SHINGLES
30# FELT TO EXTEND UP
�J
WALL 12" MIN.
7/16" PLYWD. SHEATHING
NINDON SILL HOOD FRAME NALL
SCALE: N.T.S.
NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES
WATER NEATER (DINT) STRAPS
ROOF SHEATHING PER PLAN
ROOF TRUSS
ROOF TO NALL FLASP I NG
SCALE: N.T.S.
GYP. BD.
TRIMMER
KING STU
SEALANT
MOISTOP
DETAIL W
FOR INST
WINDOW F
SEALANT
TRIM PER
(WHERE A,
,� WINDOW JAMB DETAIL
LAP SIDING, U.NO. (HOLD 1-1/2"
OFF ADJOINING ROOF)
METAL FLASHING
(MAY BE STEPPED)
BUILDING PAPER ON
SHEATHING (SIDING CUT
AWAY FOR CLARITY)
METAL RAIN DIVERTER (THE
PURPOSE IS TO SPED THE
WATER OFF THE ROOF AND
KEEP IT AWAY FROM THE
VERTICAL WALL BENEATH).
FASCIA PER PLAN w/
GUTTER
*NOTE: SEAL ALL
EXPOSED FASTENERS
DETAIL @ ROOF/WALL INTERSECTION
STEP 2
• ATTACH JAMB STRIPS OF 9" WIDE MOISTOP (OR EQ.).
FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB
OF THE ROUGH OPENING.
• START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6"
ABOVE LOWER EDGE OF HEADER.
CONT. BEAD OF
—HEAD
FLASHING
SEALANT
UNDER NAIL FIN
CUT AWAY
WINDOW
EXCESS
FRAME OR
BLDG. PAPER
SIMILAR
I
@ OPENING
OPENING
BUILDING
PAPER
LINE OF BUILDING PAPER TYP.
NAIL FLANGE UNDER SILL STRIP
BUILDING
PAPER
TYP.
STEP 3 STEP 4
• APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME • APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE
NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL.
• PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE • APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE
INSTALLED JAMB AND SILL t JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF
• NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH.
• STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER
THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND
ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING.
• ADD FORTIFLASH STICK FLASHING @ BOTH SIDES OF WINDOW
• APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING.
• APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST
JAMB FLASHING 2"
1,�, STANDARD FLASqING MATERIAL APPLICATION AT OPENINGS
SCALE: N.T.S.
INSULATION
(WHERE OCCURS)
ND. FRAME WALL
PER PLAN
7/16" PLYWD. SHEATHING
BLDG. PAPER
SIDING PER PLAN
FORTIFLASH ON ALL
SIDES OF WINDOW
ROOF SHINGLES
PER SPEC.
30# ROOF FELT
7/16" OSB ROOF
SHEATHING
INSULATION
(WHERE OCCURS) —
ND. FRAME WALL
PER PLAN
R-10 INSULATION
BEHIND HDR, TYP @
ALL HDR's
GYP. BD.
HEADER PER PLAN -
(SEE ELEV. FOR
WINDOW HT)
7/16" PLYWD. SHEATHING
6" FORTIFLASH 0/ FLASHING
SIDING PER PLAN
BUILDING PAPER
MOISTOP (SEE DETAIL W110
FOR INSTALL)
MIN. 1/4" GAP BTWN SIDING
AND FLASHING
FLASHING TURN DC
1/4" AT EACH END
TRIM PER ELEVATI
(WHERE APPLICABL
SEALANT
SEALANT WINDOW FRAME
WINDOW MEAD DETAIL
SCALE: N.T.S.
EQ. �, EQ. �.
STUDS @ 16"oC (NO POSTS/
POINT LOADS ABOVE VENTS)
SIDING PER PLAN
BOTTOM SILL PLATE
3/4" TtG SUBFLOOR
FLASHING
7-1/2"x15-1/2" CEDAR RIM
VENTS w/ GALV SCREEN -
PROVIDE LOUVERED VENTS
@ FRONT ELEVATIONS ----
RIM PER PLAN '
P.T. MUD SILL
CONCRETE FOUNDATION
**DO NOT INSTALL VENT(S) CLOSER THAN 3' TO GAS METER#�
**BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING**
NOTE: PER WSEC R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP
OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY
ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO
DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION.
FOUNDATION VENT
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
co
z
o
�
v
�
LU
v
v-
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL SQ. FT:
1774
TOTAL AREA SQ. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y" = 1'-0"
SHEET CONTENTS:
WATER
INTRUSION
DETAILS
Alo
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
Project Information Messages / Results
PLAN NAME: CASCADE A 2018, CASCADE B 2018
PLAN SERIES: GLACIER Review required for custom entries: - Doors
JURISDICTION: CITY OF EDMONDS UA Reduction = 17.1, Proposed UA is better than baseline by 5%
Contact Information UA-reduction meets selected Option 1.3
JASON ATKIN
ARCHITECTURAL PLANS COORDINATOR
PACIFIC RIDGE HOMES Whole House Mechanical Ventilation Airflow Rate: 160 CFM with Run Time Percent of 50%, Balanced, Distributed
watkin acificrid ehomes.com
' Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ.
IIIANALYSIS SET UP
What code compliance pathway are you using?
Prescriptive Path Compliance with Option 1 referred
Project Building Type?
New Construction
Occupancy Type?
R3 Single family homes and duplexes
Code Version?
WSEC 2018
Classification:
Medium Dwelling Unit -- 3313 sq. ft.
Baseline Description:
Code Baseline - Baseline and proposed window areas are equal.
About Your Selection:
Up to 15 sf exempt window and 24 sf exempt door allowable
SULTS - Comparison of Baseline and Proposed Design
Component Performance, R occupancies
Doors U =
Overhead Glazing U =
Vertical Glazing U =
Flat/Vaulted Ceilings U =
Wall (above grade) U =
Floors over Crawlspace U =
Slab on Grade F =
Below Grade Wall U =
Below Grade Slab F =
Baseline
U Area UA
0.300
20
6.0
0.500
0
0.0
0.300
285
85.4
0.027
1,842
49.7
0.056
2,643
148.0
0.029
1,471
42.7
0
0.0
�O540
42
0
0.0
70
0
Of)
Proposed Design
U Area UA
0.300
20
6.0
0
0.0
0.279
285
79.4
0.027
1,842
49.7
0.054
2,643
142.7
0.025
11,471
36.8
0
0.0
0
0.0
0
0.0
Baseline UA Total
331.8
Proposed UA Total
314.7
Required Credits
6.0
Proposed Credits
6.0 from Tables 406.2 and 406.3
UA
Percent Reduction
5.2%
UA Reduction
17A
If the Proposed UA <- the Target UA, and the Proposed Credits from Table 406 are >- those required
in Section R406, then the home meets
the WSEC.
Table R406.2 Fuel Normalization Credits
Fuel Normalization
Total Credits
System No.
Full Description
Select System Type
Credits 406.2
Energy Credits 406.3
(406.2 & 406.3)
For an initial heating system using a heat pump that meets federal standards for the
equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that
are configured to provide both heating and cooling and are rated in accordance with AHRI
2
550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires
Heat Pump, air-to-air or air to water
1.0
5.0
6.0
compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat". Packaged Terminal Heat
Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December
2020).
Ta le R406.3 Energy Credits
I
Energy
I
oDtio No.
Cateaory
Select Options
Credits
Brief Description of Selected Options*
11 1 Efficient Building Envelope
1.3
0.5 IU 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5%
reduction in UA
21 JAir Leakage Control and Efficient Ventilation / I Nof`Seteenfed 1 0.0 1
3 1 1 High Efficiency HVAC
4 1 1 High Efficiency HVAC Distribution System
5.1 1 1 Efficient Water Heating
Efficient Water Heating
6 1 (Renewable Electric Energy
kWh
Option 3.5
1.5 1 Heat Pump: Air Source with min HSPF of 11
1.0 1 Ducts/distribution system in conditioned space per R403.3.7
p9d 0.0
5.5 2.0 NEEA Tier 3 heat pump water heater
ed 0.0
7 Appliance Package Not Selected I 0.0
Enerav Credits 1 5.
T A BI RACL6.2
FU ,4 NORMZATION CREDITS
Sy ter Credits ■
Description f Primary 'eating Source
All Other Group R-2
2 For an initial h sting syste using a hest pump 1.0 1.0 ■
that meets f rat standar s for the equipment
listed in Tabl G403.3.2(1 or C403.3.2(2)
or
Air to Ovate heat pump nits that are configured to
provide bi heating a d cooling and are rated in
accords a with AHR 550159D
TABLE 406.3 1
ENERGY CREDITS
CREDIT(Si
OPTION
DESCRIPTION
All Other
Group R-2
1. EFFICIEN BUILDING NVELOPE OPTIONS ■
Only o option fro Items 1.1 through 1.7 may be selected in this category.
rice with th conductive UA targets is demonstrated using Section R402.1.4, Total UA alterative, ,Inhere
[1-(I}ro osed 11 anget UA)] 3 the required 9bUA reduction
1.3
scrip ve compliance is based on Table R402.1.1 with the following
0.5
N/A
ylndifiLions:
,ertic fienestration U = 0.28
Floor -218
;
Sla on grade R-10 perimeter and under entire slab
:
Be grade slab R-10 perimeter and under entire slab
or
■
ompliance based on Section R402.1.4: Reduce the Total conductive IUA
59b .
THERMAL ENVELOPE DETAILS - Proposed Design
Conditioned Floor Area, Proposed Design 3,313 sq. ft
Classification Medium Dwelling Unit
Notes
Exterior Doors
Plan
Component
Door
Width
Hei ht
ID
Description
Ref.
U
Qt.
Feet
Inch
Feet
Inch
Area
UA
Exempt
Code Baseline, U=0.30
0.30
1
2
8
6
8
18
5.3
FRONT
Fiberglass with 10% glazing
Custom
0.30
1
3
0
6
8
20
6.0
0
3
0
6
8
0
0.0
0
6
8
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
01
0.0
01
0.0
Sum of Area and UA (excluding exempt door) 201 6.0
Exterior Doors Area Weighted U I 0.300
Overhead Glazing
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Hei ht
Area
UA
Feet
Inch
Feet
"`h
Sum of Area and UA 0.0 0
Overhead Glazing Area Weighted U
Vertical Glazing Schedule Rows to Show
12
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Hei ht
Area
UA
Feet
I"`''
Feet
"`h
Exempt
-
-
-
1
KITCHEN
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
3
6
14.0
3.92
2
LIVING
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
5
°
5
°
50.0
14.00
3
LIVING
U=0.25 (Options 1b, 1.4
Table 406.2
0.25
2
2
°
2
°
8.0
2.00
4
BDRM 6
U=0.28 (Options 1a, 1.3, 1.7
Table 406.2
0.28
2
2
6
4
6
22.5
6.30
5
DINING
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
5
°
5
1 °
25.0
7.00
6
BUTLER
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
2
°
8.0
2.24
7
BDRM 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
6
°
4
°
48.0
13.44
8
BATH 1
U=0.28 (Options la, 1.3, 1.7
Table406.2
0.28
1
4
°
4
°
16.0
4.48
9
BDRM 4
U=0.28 (Options la, 1.3, 1.7
Table 406.21
0.28
1
4
°
4
°
16.0
4.48
10
LOFT
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
4
2
6
4
6
45.0
12.60
11
BDRM 3
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
4
°
16.0
4.48
12
BDRM 2
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
10
4
°
16.0
4.48
Sum of Area and UA 284.5 79.4
Vertical Glazing Area Weighted U 0.279
Vertical Glazing and Doors Area Weighted U 0.281
Flat/Vaulted Ceilings
Plan
ID
Component
Description
Ref.
Attic
U
Area
UA
R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4
10-7
0.027
1,842
49.7
Sum of Area and UA 1 1,8421 41
Walls Above Grade
Plan
ID
Component
Description
Ref.
Wall
U
Net Area
UA
R21 cavit +RO foam INT 2X6W La Code Baseline
10-5
0.054
2,643
143
Sum of Area and UA
1 2, 643
143
4.2
,/AC equipment and associated duct system(s) installation shall comply
i J
N."A
the requirements of Section R403.3.7.
;
Locating system components in conditioned cra-M spaces is not permitted
;
under this option.
Electric resistance heat and ductless heat pumps are not permitted under
'
this option_
Direct combustion heating equipment with AFUE less than 80% is not
permitted under this option.
To qualify to claim this credit, the building permit drawings shall specify the
option being selected and shall speciFy the heating equipment type and
shall show the location of the heating and cooling equipment and all the
;
ductwork.
5. EFFICIENT WATER HEATING OPTIONS
\rD,n�l�ne option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any ;
■
S.5
ter heating system shall include one of the following:
2.0
2.5)
ectric heat pump water heater meeting the standards for Tier I I I of
EEA's advanced water heating specification
■
or
;
■
For R-2 Occupancy, electric heat pump water heaters), meeting the
standards for Tier III of NEEA's advanced water heating specification, shall
supply domestic hot water to all units_ If one water heater is serving more
;
than one dwelling unit, all hot water supply and recirculation piping shall be
insulated with R-8 minimum pipe insulation..
To qualify 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_
3. HIGH( FICIEINCY HVAC EQUIPME14T OPTIONS ■
■
n ne option from Items 3.1 through 3-6 may be selected in this category.
3.5' ir-source_ centrally ducted heat pump with minimum HSPF of 11.0. 1 5 N A RESU B
To qualify to claim this credit, the building permit drawings shall specify the Jun 20 2023
option being selected and shall specify the heating equipment type and the ■ CITY OF EDMONDS
minimum equipment efficiency. DEVELOPMENT DEPARTMENRVICES
Plan
Component
Floor
UA
ID
Description
Ref.
U
Area
138 vented Joist 16oc
10-3
0.025
1,471
37
Sum of Area and UA 1,471
37
Slab on Grade less than 2 feet belowgrade)
Plan
Component
Slab
ID
Description
Ref.
F
Slab Perim
FP
Sum of Perimeter and FP 0
0
Below Grade Walls and Slabs
Plan
Component
Wall
Wall
Wall
Slab
Slab
ID
Description
Ref.
U
Area
UA
F
Slab Perim
UA
Sum
of Area, Length and UA 1 01 0.0 01
0
Ventilation Requirements
Number of Bedrooms
6
Run -Time Percent in Each 4-Hour Segment
50%
Is the system Balanced?
Balanced Verify system meets definition of'Balanced Whole -House Ventilation'
Is the system Distributed?
Distributed Iverify system meets definition of'Distributed Whole -House Ventilation'
Ventilation Code Section
IRC, Chapter 15
Whole House Mechanical Ventilation Airflow Rate
160 CFM
HVAC Thermal Distribution System
Download RS-33 (2018) htt ://www.ener .wsu,edu/Documents/Duct%20Testin %2OStandards%2
Is this a hydronic heating system?
No
Location of Ducts
lConditioned Space
Location of Air Handler
Conditioned S ace
Is Duct Testing Required? No
Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed
to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7.
Links to Download Forms, Checklists and Other Resources
Link
Compliance Certificate
Compliance Certificate Instructions
Insulation Certificate for Residential New Construction
Insulation Certificate
Duct Testing Affadavits
Existing Construction
Affidavit, Existing
New Construction
Affidavit, New
Prescriptive Checklist for 2018 WSEC
Prescriptive Checklist
Alterations (Remodel) Worksheet
Worksheet
Show Heating System Sizing? I Show
Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: https://betterbuiltnw.com/resources/hvac-sizing-tool
Nearest Weather Station
Edmonds
Indoor Design Temperature
70 F
Outdoor Design Temperature
24 F
Design Temperature Difference (AT)
46 F
Conditioned Floor Area, Proposed Design
3,313 ft2
Conditioned Volume
28,161 1 ft3
Leave blank to use default of 8.5 ft. ceiling height
HVAC System Type
Heat Pump
Location of HVAC Distribution System
Conditioned Space
Sum of UA, including exempt door and window
320
Envelope Heat Load
F 14,719 Btu / Hour
Sum of UA X AT
Air Leakage Heat Load
F 13,990 Btu / Hour
((Volume X 0.6) X AT) X .018))
Building Design Heat Load
28,709 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
28,709 1 Btu / Hour
For ducts located in unconditioned space: Sum of Building Heat Loss X 1.1
For ducts located in conditioned space or ductless: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output
35,887 Btu / Hour
Building and Duct Heat Loss X 1.25 for heat pumps
Building and Duct Heat Loss X 1.40 for all other systems
TABLE M1505.4.3(I )
2018 WSEC WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS:
(VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW I. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL
RATES MEASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1.
N E W N A L M 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
HOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(I).
EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE
BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR
WHOLE HOUSE FAN CFM CALL: 80 CFI" I x 1.5 = 120 CFN's NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE
TABLE M1505.4,3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1.
WHOLE -HOUSE MECHANICAL VENTILATION AIRFLOW RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE
Nurnbarof PJadroams I
Dwelling Unft
Floor Mils (aquero teat)
0.1
2
3
i
S OF WFQ
Ak#m Ire dm
< SOD
30
3D
35
45
s0
501.1.000
34
35
40
50
55
1ACI • i,506
30
40
41i
55
W
t,501 - 2,040
35
45
SU
60
6$
2.041 - 2.3a0
40
50
65
70
45
55
6+0
70
3,001 - 3.5m
5o
60
If0
-4
55
B5
EU4.001
- 4.500
60
70
16575
85
9D+i,501
• 5.aan
G5
7S
sa
95
WINDOWS PER STATE CODE INTERPRETATION 17-15.
6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM
INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT.
7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED
INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS.
8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS
CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT
LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE
LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
9. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO
LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF
SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED
5.0 A.C.N. (R402.4.1.2)
10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL.
11. A PROGRAMMABLE THERMOSTAT IS REQUIRED.
Mi505.b.3.1 ventflatlon quality adjustrnent, The minImum "holy house venlllation rate from Seow 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY
I5Uh_4_;SSr►ali M adiusled by the system cae"ictenI In rain[e RAVK15.4_;i12) based an IRo system type
n01 l'rleeting the dei"m+ilion of a baldnaad+4r�aple Emboss vent/iafrtln system arloror not meeting the
defirHGon of a df sftured Oole house verur'1ayOn sysiern.
TABLE MISG5.4.3(2)
SYSTEM COEFFICIENT (C,Y„s,n)
Systern Type
Distrlbuted
Not 0Istrlbuted
Balanced
1.D
1.25
Nol balanced
1.25
1.5
VENTILATION SCHEDULE
I
NUTONE OR EOUIV 1.0 SONES CFM RATE PER CALL.
02
NUTONE OR EOUIV 1.5 SONES
NOTES:
$ USE 100 CFM MIN. FAN AT KITCHEN
s USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WHF
$ ALL FANS VENT TO OUTSIDE (V.T.O.)
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COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. Fr:
N/A
MAIN LEVEL S0. FT.:
1471
UPPER LEVEL 50. FT:
1774
TOTAL AREA S0. FT.:
3245
GARAGE AREA SO. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y" = 1'-0"
SHEET CONTENTS:
2018 WSEC
CREDIT OPTIONS
4 CALC's
A I I
GENERAL STRUCTURAL NOTES:
CRITERIA:
1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition
1.2 Design Loading Criteria
The Design Loading of the Structure is as follows:
Live Loads (in accordance with IBC Table 1607.1)
Occupancy or Use
Uniform Live
Load
Concentrated
Live Load
Notes
Floor, Residential
40-psf
-
Balconies & Decks
60-psf
-
1.5 x Occupancy Load
Uninhabitable attic, with storage
20-psf
-
Concurrent with Snow Loads
Unihabitable attic, without storage
10-psf
-
Non -concurrent with Snow Loads
Any point, any direction (ASCE 7-16, Section 4.5.1)
Handrails and Guards
-
200-lbs
Wind Design Data
ASCE 7-16, Chapter 28: Simplified Envelope Procedure
Basic Design Wind Speed (3-sec gust), V
100 mph
Risk Catagory
II
Wind Exposure
B
Internal Pressure Coefficient
N/A
Exterior Components and Cladding
25-psf
Topographical Factor, Kt
1.00
Snow Loads
(ASCE 7-16, Chapter 7)
Ground Snow Load, Pg
25-psf
Flat Roof Snow Load, Pf = 0.7 C. Ct IS P9
25-psf
• Snow Exposure Factor, Ce
1.0
* Snow Load Importance Factor, IS
1.0
* Thermal Factor, Ct
1.2
Do not adjust for slope or drift unless noted on the Drawings.
See Drawings for Additional Loading Criteria.
Seismic Design Data
ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure
Risk Catagory
II
Seismic Importance Factor, le
1.0
Mapped Spect. Accel., Short Period, Ss
Mapped Spect. Accel., 1-Sec, S,
1.500
0.500
Site Class
D
Spectral Response Coeff., Short Period, SIDS
Spectral Response Coeff., 1-Sec, SDI
1.200
0.600
Seismic Design Catagory
D
Basic Seismic -Force -Resistance System
Ply. Shear Walls
Response Modification Factor, R
6.5
Seismic Response Coefficient, Cs
0.18
Design Base Shear, V
0.18 x Weight
1.3 Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and
conditions for compatibility and shall notify architect of all discrepancies prior to construction.
1.4 Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with
the drawings.
1.5 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work.
1.6 Contractor -initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes
shown on shop drawings only will not satisfy this requirement.
1.7 Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown,
similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer.
1.8 All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and
erection in accordance with instructions prepared by the Supplier.
GEOTECHNICAL:
2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than
assumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finished
grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill and
provide for subsurface drainage.
Geotechnical Properties
Soil Site Class
D
Allowable Soil Bearing Pressure
2000-psf
Active Lateral Earth Pressure (Unrestrained)
35-pcf
Seismic Lateral Earth Pressure
6H-psf
Passive Lateral Earth Pressure
300-pcf
Base Friction Coefficient
0.35
CONCRETE:
3.1 Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce a
slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1
Concrete Strength, based on IBC Section 1904.1, shall be as follows:
Type or Location of Concrete Construction
(Moderate Exposure)
Min. 28-Day Compressive Strength, f'c
Interior Slabs -on -Grade
2500-psi
Footings, Basement Walls, Foundation/Stem Walls
3000-psis
Specified compressive strength (fc) specifications address serviceability requirements. Design
strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix
tickets verifying strength specifications.
3.2 Reinforcing Steel shall conform to ASTM A615/A615M-18el and the following:
Bar Size
Steel Grade
#5 bar and larger
Grade 60, fy = 60,000-psi
#4 bar and smaller
Grade 40, fy = 40,000-psi
Welded Wire Fabric shall conform to ASTM Al064/A1064M-18a
3.3 Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0"
minimum. Laps of larger bars (#6 and #7) shall be T-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacent
mats of welded wire fabric a minimum of 8" at sides and ends.
No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer.
3.4 Concrete Protection (cover) for Reinforcing Steel shall be as follows:
Condition
Clear Cover
Footings and Unformed Surfaces cast against and permanently exposed to Earth
3"
Formed Surfaces exposed to Earth or Weather (#6 bars or larger)
2"
Formed Surfaces exposed to Earth or Weather (#5 bars or smaller)
1Y2"
Slabs and Walls, interior face (#11 bars and smaller)
3/a"
Column Ties or Spirals and Beam Stirrups
1Y2"
WOOD:
6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17
Unless otherwise noted, furnish to the following minimum standards:
Member Use
Size
Species
Grade
Studs
2x, 3x
Hem -Fir or SPF
STUD
Joists/Rafters
2x, 3x
Hem -Fir
No. 2
Plates/Misc.
2x, 3x
Hem -Fir
No. 2
Beams
4x
Douglas Fir -Larch
No. 2
Posts
4x
Douglas Fir -Larch
No. 2
Timber, Beams
6x & Larger
Douglas Fir -Larch
No. 2
Timber, Posts
6x & Larger
Douglas Fir -Larch
No. 2
6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and
shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards:
Member Use
Combination
Species
Fb,1
Fbx-
FclX
FAX
Ex
Beams
24F-V4
DF/DF
2400-psi
1850-psi
650-psi
265-psi
1800-ksi
Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to
weather or moisture shall be treated with an approved preservative.
6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387.
Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown
shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer,
the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards:
Member Use
Product
Fb
Fel
F„
E
Beams
1.55E Laminated Strand Lumber (LSL)
2325-psi
800-psi
310-psi
1550-ksi
Beams
2.0E Laminated Veneer Lumber (LVL)
2600-psi
750-psi
285-psi
2000-ksi
Beams
2.0E Parallel Strand Lumber (PSL)
2900-psi
750-psi
290-psi
2000-ksi
Rim Boards
Laminated Strand Lumber (LSL)
1700-psi
680-psi
400-psi
1300-ksi
6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153.
Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer.
6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on
the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer).
Unless otherwise noted, loading shall be as follows:
Roof Truss Design Loading
Member
Uniform Load
Top Chord Snow Load
Top Chord Wind Load (Uplift)
25-psf
15-psf
Top Chord Dead Load
7-psf
Bottom Chord Live Load
10-psf
Bottom Chord Dead Load
5-psf
Floor Truss Design Loading
Member
Uniform Load
Top Chord Live Load
40-psf
Top Chord Dead Load
10-psf
Bottom Chord Dead Load
5-psf
Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional
Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following:
A. Slope or Depth, Span and Spacing
B. Location of all Joints and Support Locations
C. Number of Plies if greater than one
D. Required Bearing Widths
E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.)
F. Other Lateral Loads, including Drag Strut Loads
G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use
H. Maximum Reaction Force and Direction (including Maximum Uplift)
I. Metal -Connector -Plate Type, Size, Thickness, and Location
J. Size Species and Grade for each Member
K. Truss -to -Truss Connections and Truss Field Assembly Requirements
L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads
M. Maximum Axial Tension and Compression Forces in each Truss Member
N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used
O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc.
P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware
WOOD (Continued):
6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of
fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect
two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each
member.
Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and
other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions.
Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185.
6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018.
Dowel Type Fastener
Grade
Requirements at Exterior Use or
Installation
when in Contact w/ Treated Lumber
ASTM B 695, Class 55 Galvanized
Bolts
ASTM A307
ANSI/AWC NDS-2018 Section 12.1.3
or Stainless Steel
Hole = Bolt 0 + (1/32" to 1/16")
Washer @ Bolt Head and @ Nut
All-Thread/Threaded Rod
ASTM F1554
ASTM B 695, Class 55 Galvanized
ANSI/AWC NDS-2018 Section 12.1.3
or Stainless Steel
Hole = Rod 0 + 0/32" to 1/16")
Washer @ Each Nut
Lag Screws
ASTM A307
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.4
or Stainless Steel
Lead Hole = 0.5 x Shank 0; Shank Hole = Shank 0
Washer @ Lag Head
Wood Screws
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.5
or Stainless Steel
Pilot Hole = 0.75 x Root 0 (Unless Self -Boring)
Nails
ASTM F1667
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.6
or Stainless Steel
Avoid Overdriving or Underdriving; Avoid Wood Splitting
Toenails 30°, 1/3 Nail Length from Joint
Nails specified on the drawings shall be as follows:
Nail Use
Penny
Weight
Grade
Framing Nails
12d Box
0.131 "0 x 3%"
Sheathing Nails
8d Common
0.131"0 x 2Y2"
All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposed
to weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for Proprietary
Fastener requirements. Do not substitute standard Dowel -Type Fasteners for Proprietary Fasteners unless specifically allowed.
6.10 Wood Framing Notes: The following apply unless otherwise noted on the drawings:
A. All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table
2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings.
B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at
each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached
to framing or concrete below per P1-6 of the shear wall schedule.
C. Individual members of Built -Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built -Up joist
beams shall be nailed to each other with framing nails @ 12"oc, staggered.
D. Solid blocking for wood columns shall be provided through floors to supports below.
E. Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timber joists to flush
headers or beams with metal joist hangers in accordance with notes above.
F. Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and ends
of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing
edges shall have approved tongue -and -groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms,
provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified.
QUALITY ASSURANCE:
7.1 Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBC Section 110.
7.2 Structural Observation in accordance with IBC Section 1704.6 is not required.
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6.6 Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product
Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span
rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be (nominal) with Span Rating of 24/0. Glue floor sheathing to all
supporting members with adhesive conforming to APA Specification AFG-01.
6.7 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable
species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members
shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4. UJ
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Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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MUDSILL
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STRAP HOLD DOWN PER PLAN
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2x STUD WALL PER PLAN DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G NAILING
2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G
DIAPHRAGM BOUNDARY PT 2x8 MUDSILL RIPPED TO STUDS ABOVE (MATCH SIZE UNDER POSTS AND BUILT UP 12d @ 6"oc
NAILING 12d @ 6"oc TO RIM MATCH STEMWALL WIDTH W/ ABOVE)
A.B.'S AND PLATE WASHERS FACENAIL PER 1/S06 STUDS ABOVE (MATCH SIZE
SHEAR WALL EDGE NAILING PER 1/S06 ABOVE)
SHEATHING PER PLAN MUDSILL PER 1/S07 SHEATHING SHEAR WALL EDGE NAILING
SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN
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2x6 P.T. PLATE
w/ A.B.'s AND PLATE
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PLAN
SIZE
REINFORCING
DETAIL
CAL OUT
REFERENCE
18
18" sq x 12" thick
NO REINF.
(2) #4 EA. WAY
-
24
24" sq x 12" thick
BOTTOM
30
30" sq x 12" thick
(3) #4 EA. WAY
-
BOTTOM
36
36" sq x 12" thick
(4) #4 EA. WAY
BOTTOM
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