APPROVED PLN BLD FIR-RESUB 1-BLD2023-0254+Architectural_Plan+6.20.2023_11.38.04_AM+3619176ABBREVIATIONS:
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 JOIST
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
N.M. HOLLOW METAL
WORIZ. HORIZONTAL
N.B. W05E BIBB
PR. 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)
NAB. 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
065. 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
SCH. SCHEDULE
SHT. SHEET
SIM. 51MILAR
S.C. SOLID CORE
S.G. (or 5G) SAFETY (TEMPERED) GLASS
SGD SLIDING GLASS DOOR
5GL. SINGLE
SPEC. SPECIFICATION
50. SQUARE
5TD. STANDARD
5TL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SIM. SIMILAR
SYS. SYSTEM
5WTG. SWEATING
TEL. TELEPHONE
T.V. TELEVISION
TEMP. TEMPERED
THRES. THRESHOLD
TtG TONGUE AND GROOVE
T.0.5, 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
HP. WATER PROOFING
w/ WITH
WIN. WINDOW
w/o WITHOUT
ND. WOOD
WtD WASHER AND DRYER
W.1. WROUGHT IRON
W.N. WATER HEATER
W.R.G.B. WATER RESISTANT
GYPSUM BOARD
W/5 WIRE SHELF
APPROVED BY PLANNING
Jul 24 2023
InIll
MIMM
PRE INTERNAL PLAN
NAILING LEGEND
PLAN NAME LETTERS:
FOUNDATION TYPE:
F = FLAT (2-STORY, 3-STORY,
TALL CRAWL)
D = "DAYLIGHT" BASEMENT
T = IITUCK-UNDER11 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
DATE
REV1
REV2
REV3
REV4
REV5
REVISIONS
- PAGES
CHANGES
Rirnf AN
A AA&PW4
Pacific Ridge Series `°'
r- — - — - — - — - — - — - — - — - — -
I SEPARATE PLUMBING PERMIT ,
REQUIRED FOR THIS PROJECT.
SQUARE FOOTAGE COUNTS
HEATED SPACE SF:
F)L/4N NAME
C/45C/4DE (CSFB)
1 A' ELEVAT�CN
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 (Lu/ 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)
N/A (GARAGE OPT. 3�
City Of Edmonds
Building Department
Work
NEW SFR
Address 23910 91 ST PL W LOT 11
---------------------------------------------------
Owner BRACKETT-S RESERVE
----------------------------------------
---------------------------------------------
Approved Date' 07/17/2023
-------------------- --------------/
Building Official /re ply 9100# 1� 16(
Permit Number BLD2023-0254
G
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: 1
07-07-2023
V2 RESIGN PLAN REVIEW
NOTES: APPROVED WITH CONDITION: A
RESIDENTIAL SPRINKLER SYSTEM IS
Approved
REQUIRED. A RECOMMENDED FLOW -THROUGH
DFM chrisguvt
DESIGN WILL MEET SPECIFICATIONS AND
South County Fire
Date: 07/07/2023
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 #: I I
ADDRESS: 23910 915T PLACE W EDMONDS WA 98026
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 BONES
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
19011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100
WOODINVILLE WA 98072
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
CC)LL-
z
(-n
LLA
U
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 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: I/11 = 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 4 PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS.
4. PROVIDE CONTINUOUS GUTTERS # 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 12" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
9. SOFFIT ALL FLAT AREAS w/ 0/2" OVERHANG @ HORIZ. 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 4
GABLE END ✓E GARAGE FRESH AIR VENTS TO BE LOUVERED
14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT
7'4' 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 V"
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD V2` 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 'S' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
2011
LU
0 C- < OF GARAGE 2x6 MATERIAL WITH
f t BLOCK Vl BEVEL CUT.
o FURR OUT I y" FOR
STONE VENEER
�12 � ADD-RESS NUMBERS BLOCK
SCALE I 0
NOTE: ALL EXPOSED FASTENERS TO BE SEALED
t CAULK EXPOSED NAILS WITH ROOFING TAR
SIDING PER PLAN
ROOF TO
FLASHING
ROOFING
ROOFING
E2� LOWER RO�F@ WALL
SHEATHING
SIDING PER ELEV.
GALV. METAL
FLASHING
2x WHITE WOOD
PER PLAN
FLASHING BEHIND
TRIM. EXTEND UNDER
ADJACENT FINISH AS
REQUIRED.
SIDING PER ELEV.
SIDING TO SIDING
�IDR I ZONTAL TRANSITION
E34.2 0
SCALE: 311 1'-0'
SIDING
PER ELEV
GALV MTL
FLASHING
2x W.W., PER PLAN
ROUGH SAWN
PLY SOFFIT
SIDING PER ELEV
SECTION AT OVERHANG
SCALE: 3/411 = 1'-0"
C1�"
HOUSE CORNER
BEYOND
METAL FLASHING
ROOFING - CAULK
EXPOSED NAILS w/
ROOFING TAR
ROOFING
ROOFING FELT �
SIDING
I° SIDE OF
HOUSE
_='Z 1�
FRONT OF � x 2 INSET
CORNER TRIM
HOUSE
E TYP CORNER TRIM
SCALE: I" = 1'-011
PROVIDE BLDG PAPER
SEPARATION BTWN
HOUSE AND ROOF
FRAMING, 611 MIN
S4
6°
E15RAKE �F�LA_SIPING DETAIL
L1= 0
NOTES
- MIN. 4" ABOVE EARTH
- MIN. 211 ABOVE PAVEMENT
- MIN yl' ABOVE FOUNDATION.
- FLASHING AT BASE OF VENEER
SHALL EXTEND 1" BELOW THE
SILL PLATE, WHERE APPLICABLE
- LATH FASTENERS: TYPE
SPACING PER ASTM C1063
• ADHERED CONC. MASONRY
VENEER o/
• MORTAR SETTING BED o/
• SCRATCH COAT o/
• LATH FASTENERS* o/
• 1" AIR GAP
• L S OF WRB o/
• EXTERIOR GRADE SHEATHI�
WEEP SCREED OR DRIP
SCREED
(2) 2x4 PT FLASHING
BTM PLATE 1/2" MIN. BEAD SEAL
UNDER FLASH'G
CONC. PORCH FLATWORK
POURED AT OR NEAR
HOUSE COMPLETION
POST FTG. PER PLAN
SECTION: STONE VENEER
E2� COLUMN BASE
SCALE: 3/4,
POST PER STRUCTURAL
or BOX FRAME
FLASHING VENTING PER BOT. PL. PER 21/II
STRUCTURAL �/2
DETAIL E26/A2
STONE VENEER
PER ELEV
PT PLYWD SHT'G o
LATHE * SCRATCH
COAT o/ (2)
LAYERS WRB COLUMN SECTION
041 FRONT PORC
SCALE:I'
-0"
SIDING
111 SIDE OF HOUSE
2x4 INSET CORNER TRIM
FRONT / BACK
OF HOUSE
E� TYP CORNER TRIM
SCALE:
# FIR OUT I Y11 10"
$ Y11 8" FOR STONE VENEER
FIR OUT 1 5 211
FOR STONE VENEER .I��i HOLE
3%11 0 HOLE _
V BEVELCq—=N 5 II
CUT /a BEVEL CUT Y8" BEVEL
CUT
TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS
LIGHT FIXTURE HW HEATER VENT
TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE
BLOCK, t TANKLESS NN NEATER VENT BLOCK
SCALE: 1/211=11-01'
INTO RAKE BARGE
DETAIL AT NIGP END OF SHIED ROOF
ROOFING PER SPEC 5/4x KEYSTONE
RAKE FLASH'G 90,
AS REQUIRED
1/2" ROOF ix4 TRIM
SHEATHING 5/4x8 BARGE
BOARD
26 SPF
SUB
-BARGE
GABLE END FLAT OUTRIGGER
TRUSS @ 2411oc
FRIEZE BOARD AS
REQ'D PER ELEV
SIDING PER PLAN
BARGE AND KEYSTONE DETAIL
SCALE: 3/4" = 1'-011
SIDING PER ELEV
FLASHING BEHIND TRIM.
EXTEND UNDER ADJACENT
FINISH AS REQUIRED
SIDING PER ELEV.
2x WHITE WOOD
PER PLAN SHEATHING
SIDING TO SIDING
VERTICAL TRANSITION
E34.1
SCALE: 3" =
i
t-
UPPER PLC
WDW NDRS
UPPER FLC
MAIN PLAT
WDW HDRe
MAIN FL00
MAX. BLDG HT ALLOWED = 481.23' �/ SEE PLAN SHEET SP-01 FOR CORRECT HEIGHT (484.98' - 25' FROM AVERAGE
- - - - - - ORIGINAL GRADE)
o
m
RIDGE (EL. 481.23')
8 25" / 711 REVEAL HARDIE
CEDARMILL LAP SIDING,
TYP WHERE SHOWN
UPPER PLATE
WDW NDRS
16" HARDIE
SMOOTH
MULTI -GROOVE
PANEL
UPPER FLOOR
MAIN PLATE
A.O.G. = 45q. 8'
WDW NDRS
HARDIE SMOOTH
VERTICAL SIDING,
ALL SIDES w/ TOP
t BOT. COLLAR
HARDIE-PANEL
SMOOTH VERTICAL
SIDING w/
HARDIE-TRIM
BATTENS, 12" D.C.
MAIN FLOOR
F.F. = 451.10'
SE ELEV. = 448.60'
BUTT JOINT, TYP.
Ixl2 FRIEZE BOARD,
TYP. WHERE SHOWN
5/44 BARGE
21 BOARD w/ Ix4
2A TRIM, EXTEND 6"
PAST EAVES
16" HARDIE
SMOOTH
MULTI -GROOVE
PANEL
TYP.
=1.1 WHERE
2A OCCURS
HARDIE-PANEL
SMOOTH VERTICAL
SIDING w/
HARDIE-TRIM
BATTENS, 24" O.0
ADDRESS
BLOCK
E12 EXT WALL
�2A LIGHT WITH
SIDING BLOCK
2x10 GARAGE WRAP,
INSTALL PROUD OF
INSIDE TO CAPTURE
GARAGE DRYWALL
NOSE BIBB w/
SIDING BLOCK
FRONT ELEVATON '=
I � I RESU B
SUE ELEVA70N Jun 20 2023
SCALE: 1/4" = I I-OII CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
to
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(-n
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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: Y'I = 1'-0'I
SHEET CONTENTS
FRONT $ SIDE
ELEVATIONS
'Cl ELEVATION
A2A
UPPER PLATE
WDW NDRS
zo co
UPPER FLOOR
GO MAIN PLATE
WDW NDRS
MAIN FLOOR
1s4-- V r-\ I ICI N r--\
SCALE: 1/4" = I'-011
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 12"
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.
UPPER F
WDW ND
co
s
UPPER F
�0 MAIN PL
WDW ND
MAIN FL
!! .6� 4— #s J=— 4-- Y I I !® I Y / \
SCALE: 1/4" = 1'-0'I
SECTON A- REo og
SCALE: 1/4" = II-011 CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LLA
E)
--I
<
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: Y4" = 1'-011
SHEET CONTENTS:
REAR t SIDE
ELEVATIONS
'C' ELEVATION
,a,
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
FLOOR PLAN NOTES
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS 4 CONDITIONS PRIOR TO
CONSTRUCTION.
WINDOWS f DOORS:
2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
3. WINDOWS It DOORS ARE SHOWN t NOTED AS NOMINAL SIZES.
4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @
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 IN" 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 t BI-PASS DOORS TO BE CENTERED, U.N.O.
FRAM I NG:
14. VERIFY FIREPLACE STYLE It 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. t BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
Iq. 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 SHALL 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 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
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 SHALL BE 1.0 50NES OR LESS, AND SHALL 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 SHALL BE LOCATED
WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
LIFE SAFETY:
26. A HEAT ALARM OR NEAT 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 THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION
10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP * CENTRALLY
LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE IS A CEILING WEIGHT 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 SHALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24. PHOTO ELECTRIC SMOKE ALARMS SHALL 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. It 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' SWEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION t ITEMS
m
I
3" TYP.
ol EQ. EQ.
I
FRONT DOOR PER PLAN
2x4 CEDARITOE KICK
(CENTERED ON DOOR
FRONT PORCH SLAB
4'-0"
ELEVATION
2x8 PLATE @ D9 DOOR THRESHOLD
RAISED WALL 5 (2)24s TO BE
RIPPED TO '0 REMOVED PRIOR
2x W.W. TO FRONT DOOR JAMB
SUB -FLOOR _ TOE KICK STEP/WALK BEING CAULK BACK OF
I -JOIST @ DOOR POURED THRESHOLD TO WRAP NERVASTRAL
PER PLAN
BLDG PAPER * NERVESTRAL UP JAMB 6"
13THN JOIST --_° cO ALL SEAMS (2) Na" BEADS OF
END CONC.
---_- I_I CAULK UNDER
PLATE 6 STEM FRONT T.O. RAISED NERVESTRAL, (1)
WALL BEYOND FRONT PORCH PORCH
SLAB. SLOPE STEM WALL TO @SIDES OF JAMB
RAISED STEM WRAP EDGE
STEM ya PER LIN. WALL T.O. FRONT PORCH THRESHOLD w/
SECTION WALL FT. MAX. STEM WALL = 7" ADD'L NERVASTRAL NERVASTRAL OR EQ
4 FRONT PORCH EXT. DETAIL T�IRES�IOLD DETAIL
D38 SCALE: 1/2" = 1'-011 Dq SCALE: 1-1/2" = 1'-0'I
CENTER TRIM d LANDING ON
FRONT DOOR / OPERABLE
SIDE OF SLIDER
EQ. t EQ.
SGD PER PLAN
OPERABLE! FIXED
PANEL I PANEL
LINE OF
NERVESTRAL I I 26 HEARTWOOD CEDAR TRIM,
BEHIND I I I EQ. ALL SIDES, CAULK/SEAL
EQ. I EQ.
BOTTOM OF 3'x3' LANDING TYP.
SIDING i .@\\� I I POUR AGAINST
NERVASTRAL
FRONT PORCH 0 PATIO
31-611 LANDING TYP. BACK PATIO's SHOULD ALWAYS
Q. @ BACK PATIO's (? BE POURED IN THE DIRECTION
10 OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
DOOR 26 HEARTWOOD CEDAR TRIM
THRESHOLD LANDING PER PLAN. POUR
AGAINST NERVESTRAL 26 HEARTWOOD CEDAR
-- - - TRIM w/ FLASHING @
NERVESTRAL �'�I HOUSE INTERSECTION,
-LANDING PER PLAN ' _ WHERE OCCURS
(MIN. VxV, TYP.) -�!
-# OF STEPS TBD BY �� I LINE OF NERVESTRAL
MUD SILL --/SITE CONDITIONS
CONC. WALL SLAB ON GRADE,
III -III -III III-III-1-1 AND FRONT PORCH DETAIL
EXT. LANDING DETAIL @
I� SLIDING GLASS DOOR/ TYP
SCALE: N.T.S.
2646
CSMNT
(EGRESS) 2646 PIC
o
Lu/ RAIL Lu/ RAIL
Lo
$ GRID $ GRID
PER ELEV. PER ELEV.
TRC
JOINT
�y
CONTROL
CONTROL JOINT
- JOINT
DRUENAY/PORCP PLAN
SCALE: 3/8" = 1'-011
151-011 L
CONTROL
JOINT
II II
II II
� II II
____ ---
°-----
I
I
a
I
I
STEP UP
1
I�
STEP UP
IN
41 _ II
i LU
D41
I LUU
q 3
;� A2C
A4D
ID_
I�
I�
ILU
I�
7' -011
181-011
DRIVEWAY WIDTH
ol 401-0" 70,
1'-011
ol 5-7%11 L. 4'-0" ol 41-5V411 6'_0" 4'-l0y'1 5'-011ol ol5'-0" 3'-9y4 ol
24"66" NEAT
PUMP BASE
WHEN REQ'D
Ilk
36" MIN.
24"66" HEAT DW AIR LANDING
PUMP BASE GAP, DW 60610 SGD
IL�_ SIDE TYP STEP I(SG)I 1]91 5050 XO 1 5050 XO
I a r l ACTIVE
------J ° I L--+-----
CN
v �cv
KITCHEN o 7" `~
CENTER I 1314x1513 343"N X q4"L NOOK -
Tn STUD BAY u 04
I I o
ON RANGE 0° o > 2x4 @24 WALL 11 X13 6%
SEE CAB o O z o 22 ELECTRIC
LAYOUT o I11 24" CAB'Ts 11' 10 FIREPLACE
FOR LOC I i LIVING c;
41m 17'3x17'9 -�
71-011 m cn
REFER 3q" I o
CLR MIN
21�g11 31-011 31_CII L. 3'-�" -0ol �11 L.41_01 1'-10" I8'-2"
co
IS, 61_7 211 I1'-6Y2
(V
2x8 WA L 12" SOFFIT 4'-0" 31-1111 3 -7y" �_ o
-' (LANDING) PANTRY
I I '
BUTLER'S 18x24 CRAWL LO
-Q v
o P NTRY '` IOT uT W/S(3)' SPACE ACCESS 2x6 WALL -7
0 31 " _ -
0
'4 0 - w/S F: ;�
----------
--I-
CN
c----�'
(LANDING) 17R"' = TR 1 2
2x8 WA L 8T 7T 6T 5T 4T 3T 2T 1 R EQ EQ 811 VANITY TP � SN HER 12 - 4/0 B.F. Hs a
=SOFFIT _ _ Hs 3/4 BATH If
KNEE WALL � a � CID LI 5'5X11'1 �4
BELOW - - 38"H HALF o o TB
�r 2'-q" 31-011 61-I111 '-2" WALL PER v cn
01 _ � 4/0 B.F.
SPEC III ------------- n 1 24 Y4110 HWT TO BE
W/S C;, � W.H., 3" INSTALLED IN
o ` CLR. / THE 3rd CAR
" �GARAGE OR
`" �� o x DINING o 0 4 B LLARD 21 _311 GARAGE
C14LO 12'x1212 o •H BUMP -OUT WHEN
8'-V2 41-Oy" '�" 61-2" 5'-111 31_111 61-411 51_611 THAT OPT. IS
'01SELECTED.
CPT
11-611 HS
TYP SD/CO
2x4 SOFFIT _ -
a�
GARAGE
____________________ 2868 `14 GARAGE NOTE: WRAP ALL WARM WALLS
CPT AND SUPPORTING MEMBERS WITH 1/2"
EQ EQ Hs G.W.B. t 5/8" TYPE 'X' ON THE CEILING
5/0 B.F. -- - - ----
LINE OF -i------------- - - - ---
FLR ABV
FOYER
(OPEN TO � /AlI 11A
BDRM 5 A E) 614' x 19'-0" MIN PARKING I FOR
CLEAR FOR SNOCO SFDU/ � UTILITY
iP =; 1214X13'1 C /� *NOTE: MIN. PARKING /%i LAYOUT,
REQMNTS FOR PACIFIC RIDGE SEE W5/lIA
m SFDU PLATS TO INCL ONE XI
PARKING SPOT IN GARAGE t
2646 I'- " 3'- " = I'-5'I li ONE SPOT IN DRIVEWAY, / J
CSMNT �' U.N.O. IN PLAT DOC's.
(EGRESS) 2646 PIC cn
�I
w/ RAIL w/ RAIL 16070 GARAGE DOOR
$ GRID t GRID LINE OF
PER ELEV. PER ELEV. FLOOR ABOVE
FRONT PORCH
o STONE
=in 129 Sf VENEER,
2x8 ALL SIDES
12" SOFFI i 2x8
I I
STONE
VENEER, i D41
ALL SIDESA2C TYP.
FBI
�II
20'-011
401-011
�IAw FLOOR FLAN: '=' ELEV.
0
�n
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CO z
(-n
-L0
La -A tea,
LLA
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 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL 50. FT.:
1774
TOTAL 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 = 11-011
FLOOR PLAN NOTES
1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS $ CONDITIONS PRIOR TO
CONSTRUCTION.
WINDOWS t DOORS:
2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
3. WINDOWS t DOORS ARE SHOWN t NOTED AS NOMINAL SIZES.
4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @
MAX. 42" A.F.F.
5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
6. EXTERIOR WALLS TO BE 24 STUDS @ 1611 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 IN" 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 t BI-PASS DOORS TO BE CENTERED, U.N.D.
FRAMING:
14. VERIFY FIREPLACE STYLE t 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. 4 BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
Iq. 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 SHALL 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 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 1-11505.4.3(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 SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8
CFM / WATT PER WSEG R403.6.1.
29. 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 SHALL 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 THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
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 SHALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24. PHOTO ELECTRIC SMOKE ALARMS SHALL 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.N.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
le 16'I 01
A
A OF SOAP NICHE, SHOWER
PEX TUBING, CONTROLS t SHOWER PAN
TYP.
SHOWER CONTROLS
16"x24"x6" DEEP
SOAP NICHE
BUTT NICHE TILE -
INTO FIELD TILE
TOP t SIDES - -
24"
SECTION A -A BUTT FIELD
(ZOOMED IN @ NICHE) TILE INTO -
BOTTOM OF --
NICHE TILE
(3) LAYERS 1" t
POLY -ISO RIGID APPROX. STUD
INSULATION, EXT. LAYOUT
WALLS ONLY _
SHOWER DOOR -
LID
II
II
FIELD TILE
41/11
II I,
SHOWER PAN
SECTION A -A 2x6 or 2x4 2x8 WALL,
(@ EXTERIOR WALLS WALL PER PLAN BACK WALL OF
�� S fii O W � R SOAP N C fi`1 E SHOWER, TYP.
�z >v 1
SCALE: NTS
DOUBLE RIM OR
PROVIDE SPLICE
ADD FLAT
2X4 THROUGH
%411 X611
JOIST @ 51 O.C.
STT HRS416Z.
01 ATTACH TO
2x AND TO
STAIR RIM
"x3J/2 11
SECTION THRU
WALL CAP
HALF NALL FRAMING t CAP DETAIL
SCALE: 1/211=1-011'
- PROVIDE MIN. 30"
HEADROOM CLEARANCE.
- TRUSSES MUST BE
INSTALLED @ 24" O.C.
ATTIC ACCESS
SHEATHING ON
OUTSIDE OF
TRUSS MEMBERS
0
5/4 TRIM GWB ATTIC
OR SIM. ACCESS LID
D39 ATTIC ACCESS DETAIL
SCALE: 1/2 = I'-011
GROUT t
SEAL, TYP.
� SHOWER GLASS t
FRAME
SLOPED TILE -� 1�2
11
CAP
�/ - 2" DRYWALL
L CERAMIC TILE 1211W S.A.M.,
SURROUND BITUTHENE w a
OR EQUIV. 3
2x4 STACKED w a
BLOCKING AT o X
SHOWER PAN SHOWER CURB. can ~
.� a
(SOAKER TUB AT HALF
SIM.) CL
WALL, FRAME
LIKE HALF -
l
SUB FLOOR WALL.
TILED SgCNER CURE3 (4LF NALL SIN.
SCALE: 3" = 1'-011
PER PLAN
A
(l I IV I GCI VIC VVALL )
N
om
o "-1
40' -0"
22'-42" 17'-71"
I'-0"
51-0" 6'-0" 6'-0" 4'-42" 5'-7411 12'-0411
6040 XO 55 SHOWER
(EGRESS) 6040 XO A4 NICHE
3411x60"
--- N S ER
---------------------------------------------- - PAN
ACTIVE
m
TB
BEDROOM 1
13'4x22'1 CPT
6'-02" q'-t}" I'-102" 3'- 1" L.1'-5" 8'-1"
2868
0
SD A 3 TP
in
s
D ® TR
8411 VANITY
FREESTAN N TUB.
2 PER SP PRpV
BATH I TEMP. LI PER 2018 TI G� q
8'1Ox16'10
2'-11° 6,- 2
U' TB r�
rn
4011H GWB 2x6 HALF WALL o
� CL 2x4 SOFFIT (ALL SPEC LEVELS) D15 -
FOLLOW RAKE OF STAIR A5 _ 1
I
8T 7T 6T 5T 4T 3T 2T 1T
(LANDING) DNS, O 2211x301' D39 UTILI Y
ATTIC
17R `n SD -� ACCESS A5 6' 10 1 W 1 x
I D
16T INSTA L IS"xb S
5'4x7'4 I I n 7RANSF GRILL WHF I
j c\n 3 -6 ABOVE DOOR (MIN. D I
1 : r+ 100 SQUARE INCHES) 2868 I 0' 1
1 LANDING 1 I
I qT IOT IIT 127 137 14T I57 167 1 INSTALL 1811x6"
I -cam 2468 1 TRANSFER GRILL
cv ABOVE DOOoR MIN.
4211N GWB 2x6 HALF WALL D15 j 100 SQUARE INCHES)
(ALL SPEC LEVELS) A5 '
3'-22" 2'-1011 q'-10" 4'-q2" 3'-q"
BEDROOM 2
11'3x15'2
SDO
--------
_______ 72668
EQ. 5/0 B.F. EQ. SD
8'-II" 4'-I1"
BEDROOM 3
11'2xl3'1
SD/CO
N -
m
2'-02"
" 41_g2
OPEN TO "C4
BELOW
LSL1!fllnla:
SD
q'
2
BEDROOM 4
11'3xl3'
5/0 B.F
-----------------------
LOFT
13'gxlq'1
q' -6111
2
0
N
1
N
0
v
oN o
W -
�
o i
cn
m
N
co
z
o
�
vLU
�
v
v-
COPYRIGHT NOTICE: T14I5
PLAN IS 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: Y" = 1'-0"
SHEET CONTENTS:
UPPER FLOOR PLAN
RESUB
Jun 20 2023 514EETNUMBER°
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
UPPER FLOOR PLAN: 'A' ELEV.
SCALE: 1/4" = I'-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
FLOOR ABOVE VE
(w/ CUT—OUT SIZE * SHAPE)
FLOOR BELOW
7"WNF 7"
O
WHOLE HOUSE FAN VENT
SAFETY
(w/ CUT—OUT SIZE 4 SHAPE)
FURNACE VENT
ROOF SAFETY ANCHOR
P71
(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 WFO.: 'B' ELEV.
SCALE: 3/16" = I'-011
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 A ELEV MAIN ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 1,842.0
VENTILATION REQUIRED: 884 SQ IN (1 sf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 410-50% 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: 13 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: 48.1 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 7.88
# ROOF JACKS PROVIDED: 8
ROOF JACK VENTG PROVIDED: 400 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 448.1 SQ IN (47.3%)
UPPER. VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION RECI D / AREA PER VENT: 7.07
# ROOF JACKS PROVIDED: 10
TOTAL UPPER VENTILATION PROVIDED: 500.0 SQ IN (52.7%)
TOTAL VENTILATION AREA PROVIDED: 948.1 SQ IN
I
L
�I J
u
IN
L I
I I I— 11165: yY i l
L91G J
AFT acry
I
Imo,
FLOOR TRUSSES: I -
FLOOR TRUSS ____\
MFR TO DESIGN y
TRUSSES FOR
BLOCKING I
I 1 IJ I
Ilo II
14
1—il/11 1\\�
161-2n
FORCED AIR UNIT IN MECN -
CLOSET ON UPPER FLOOR.
TIE FLR TRUSS LAYOUT
SHOULD LEAVE 2111 O.C.
MIN. CLR ALL SIDES
BELOW FORCED AIR UNIT
17'-10%n
\
I c I
-- I Q w
LLI W
2411 FLOOR
I
TRUSSES OVER37
- I GARAGE ONLY NITI-I
R-38 BELOW Q w
DUCTWORK
UPPER FL. FRA�1ING DIAGRAM
)RELEVANT INFO.: 'A' ELEV.
SCALE: 3/16" = I'-0"
ROOF VENTILATION A ELEV LOWER ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 129.0
VENTILATION REQUIRED: 62 SQ IN (1 sf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 410-50% 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: 9 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: 33.3 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: -0.05
# ROOF JACKS PROVIDED: 0
ROOF JACK VENTG PROVIDED: 0 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 33.3 SQ IN (40.0%)
UPPER. VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION RECI D / AREA PER VENT: 0.50
# ROOF JACKS PROVIDED: 1
TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (60.0%)
TOTAL VENTILATION AREA PROVIDED: 83.3 SQ IN
D/50 — — —
I
I
I
CRAWL SPACE VENTILATION
CRAWL SPACE AREA:
1,471.0
SQ FT
VENTILATION REQUIRED:
706.1
SQ IN (lsf 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
— — ��— — — — — — —
OD/5
IF
L J L J I CRAWL SPACE
c--= VENT, TYP
I
v�
r KITCHEN
ISLAND ABOVE i
I
L— — — — — — —
I
I II
W II 11 II
L_ _
___7�T�I—I�T�
< LU
r,7
(IJ
v 4K \\
I
CRAWL SPACE
_F
IS" MINIMUM CRAWL SPACE.
12" MINIMUM UNDER BEAMS.
6 MIL BLACK POLYETHYLENE GROUN
COVER. LAP JOINTS 12"
R-30 INSULATION BTWN. JOISTS.
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.
D42 AREA OF RAISED
I A6 STEM WALL. SEE
SHEET 502 FOR DIN's
t STRUCTURAL.
0
4" THICK CONCRETE SLAB
SLOPE TO DOOR ''" PER FT.
AREA OF RAISED
RAISED PIER, BOTH —
SIDES. SEE SHEET VQ37OD/s S02 FOR DIM's t
STRUCTURAL.
OMAIN FL. FRAMING DIAGRAM �
RELEVANT INFO.:'A' ELEV.
SCALE: 3/16" = 1'-0"
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLAN SUMMARY
LOWER LEVEL OR 545EMW 5O. FT.:
N/A
MAIN LEVEL SO. FT.:
1471
UPPER 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 $ 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 {�
IIOV DUPLEX CONV. OUTLET W/ GFI
Y V
(GROUND FAULT INTERRUPTER)
220v or 240v OUTLET (PER EQUIP. SPEC)
WP
IIOV DUPLEX OUTLET (WEATHER PROOF)
�-0
(I) IIOV OUTLET 4 (2) USB OUTLETS
BLANK PLATE
NWT
IIOV DUPLEX OUTLET FOR HOT WATER TANK
HALF HOT IIOV DUPLEX CONVENIENCE OUTLET
Q
GARAGE DOOR OPENER IIOV DUPLEX OUTLET
DW
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. 4 EXT.)
FLUORESCENT FIXTURE
PORCELAIN KEYLESS LIGHT FIXTURE
IIOV SMOKE DETECTOR, W/ BATTERY BACKUP
COMBO CO2 4 SMOKE DETECTOR
HEAT DETECTOR / ALARM
RECESSED CEILING MOUNTED FAN, V.T.O.
WHOLE HOUSE FAN
�0
WHOLE HOUSE FAN TIMER CONTROL
WALL MOUNTED HEATING 4 COOLING UNIT (MINI -SPLIT)
MINI-SPIJT
ELEC. cLG'
N,,T R
ELECTRICAL CEILING HEATER
STACKED DATA (TDP)
JACK t SMURF TUBE
ACCESS BLANK PLATE
THERMOSTAT
7DP
COMBO R" w/ (2) CAT5E
g
9
D/P
COMBO JACK WITH (2) CAT5E
1
TELEPHONE JACK
SMURF
TIN
SMURF TUBE OR EQUIVALENT
HOME AUTOMATION CONTROLS
A/C WP PRE -A/C OR HEAT PUMP
DB DOOR BELL
FLAT PANEL PRE -WIRE
sP SURROUND SOUND SPEAKER
9
CENTER ALL LIGHT FIXTURES ON
VANITY SINK(S).
LIGHT FIXTURES OVER VANITIES
TO BE 82"-86" F.F.
REFER TO CABINET LAYOUTS FOR
6
KITCHEN APPLIANCE AND VANITY
CENTERLINE LOCATIONS.
UPPER FLOOR ELECTRICAL
(ALL ELEV's Slf1 �
SCALE: 1/4" = V-0"
POWER 'WHIP' +86'
HOOD +78'
RANGE +18'
wpm
PNT TO BE
INSTALLED
IN THE 3rd
CAR
GARAGE OR
GARAGE
BUMP -OUT
WHEN THAT
OPT. IS
SELECTED.
wP --L-- -
I i
FOR
UTILITY
LAYOUT,
SEE W5/11A
FLOOR ELECTRICAL FLAN:
/- ELEV.-
SCALE: Y411 = 1'-CRESU B
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
co z
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 SQ. FT.:
1774
TOTAL AREA
3245
GARAGE AREA 50. FT.: I
418
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:
%
ELECTRICAL PLANS
A7
FARTIAL SIDE 'A' ELEV. PAR7AL FRONT
PARTAL SUE A ELEV. FIAR7AL FRONT SCALE: I/4" = I'-011
SCALE: 1/4" = 1'-0" Al LEV.
co'A' ELEV. SCALE: I/4" = I'-0"
SCALE: 1/4" = 1'-0"
II II II
5' —0"
24 WALL
SYMBOLS
$ LEGEND
O
SMOKE DETECTOR
SMOKE/CO2 DETECTOR
BIRD BLOCK OR
SOFFIT VENT LOCATION
�H
HEAT DETECTOR/ALARM
FLOOR ABOVE
FLOOR BELOW
ROOF SAFETY ANCHOR
10
AF50 ROOF 'JACK' AIR VENT.
(w/ CUT—OUT SIZE * SHAPE)
= OR
5' S'
BATH FAN t BATH FAN VENTFLOOR
(w/ CUT—OUT SIZE 4 SHAPE)
�i
WHOLE HOUSE FAN VENT
(w/ CUT—OUT SIZE t SHAPE)
FURNACE VENT
w/ CUT—OUT SIZE 4 SHAPE
SAFETY
ANCHOR
rFAur
MAIN WATER -
SHUT -OFF t
NWT WATER
LINE TO BE ON
WARM WALL
18-aV2"
TO CORNER
4"
I-3n BOLLARD
WRAP ALL WARM WALLS AND
SUPPORTING MEMBERS WITH 2"
G.W.B. t a" TYPE 'x' ON THE
CEILING
�Zr4 r" AD
CxAI'KACxt
10'x201
8070 GARAGE DOOR
8' -311
l0Y" 10'-0lOY"
"
40'-0" OVERALL
0
� I
W5 II
10 II
UTILITY
LAYOUT
0
1
N
F
01
5:12
PIS
SYMBOLS
$ LEGEND
BIRD BLOCK OR
O
SMOKE DETECTOR
SMOKE/CO2 DETECTOR
SOFFIT VENT LOCATION
AF50 ROOF "JACK" AIR VENT.
�H
NEAT DETECTOR/ALARM
(w/ CUT—OUT SIZE 4 SHAPE)
BATH FAN 4 BATH FAN VENT
_ _
OR
FLOOR ABOVE
5' S'
(w/ CUT-OUT SIZE 8 SHAPE)
WHOLE HOUSE FAN VENT
SAFETY
FLOOR BELOW
rOr
(w/ CUT—OUT SIZE 4 SHAPE)
FURNACE VENT
ROOF SAFETY ANCHOR
rFwT'
w/ CUT—OUT SIZE 4 SHAPE
ANCHOR
24 y"\��
W.N. 311
N
MAIN WATERfi\,�
CLR,;
SHUT-OFF t 4"
NWT WATER '-3n BOLLARD
LINE TO BE ON 10
WARM WALL
I
I I
I I
WRAP �L� WARM WALLS
AN17 SUPPORTING
MEMBEI SII WITH 2" G.W.B.
s" TIYPE 'x' ON THE
CEILING
I I
I I
TO
IIGARAGE
6UMP-OUT IX
1
5'x201
2xG WALL
5' —0"
35-0" OVERALL
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.:
1
N/A
MAIN LEVEL S0. FT.:
1471
W5 UPPER LEVEL 50. FT.:
10 1774
UTILITY TOTAL AREA 50. FT.:
LAYOUT 3245
GARAGE AREA 50. FT.:
418
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
N
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/1' = 11_01'
SHEET CONTENTS::
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GARAGE OPTIONS
'C' ELEVATION
ABA
3-CAR GARAGE CFI CN.
TOTAL GARAGE AREA: - 50 FT
EXTENDED GARAGE OP70N
TOTAL GARAGE AREA: - 50 FT
- COMPOSITION ROOFING:
15# FELT o/ 7/16" OSB
SHEATHING o/ ROOF
TRUSSES PER PLAN
- TRUSSES ARE STAMPED BY
MANUFACTURERS ENGINEER
LICENSED IN NASHINGTON
STATE INSTALLED AND
BRACED PER MANUFACTURERS
SPECIFICATIONS LOADS: 25#
L.L.+ 15# D.L. = 40# TOTAL
R49 INSULATION
IN ATTIC - R38
@ VAULTS
7211 GNB
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" GAB
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 SN SCN
3/4" TtG FLOORING NAIL AND GLUE —
2x10 @ RIM AND BLOCKING w/ R-21
FOIL FACED INSULATION, CLASS I OR II
FLOOR JOISTS PER PLAN
12" GNB
CLASS II VAPOR
RETARDER PRIMER
PAINT w/ A MOISTURE -
PERM RATING OF 1.0 OR
LESS (EX. RODDA PAINT
VAPOR SHIELD).
(2)2x6 TOP PLATES —
STD/BTR SPF
1/2" GNB
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 SN SCN
RIM PER PLAN —,
ANCHOR BOLTS t
SPACING PER SN
SCHEDULE
R36 INSULATI
26 PRESSURE TREATED MUD SILL
6 MIL BLACK POLYETHYLENE GROUND
COVER. LAP JOINTS 12"
INSULATION
BAFFEL EXTEND
12" ABOVE
INSULATION NITH
1 1/2" AIR SPACE
%x6
FASCIA-
(TYP)
5" CONT.
GUTTER
6" MIN.
TO SOIL
TYP. EXTERIOR NALL SECTION
SCALE: N.T.S.
� I I
OPEN TO ABOVE
2xl0
BACKING
(TYP)
LU
%" PLYWOOD Q �I
Q
o � Q
r NAND RAIL @
o °O
�1. ABOVE NOSE
CONNECT \ OF TREAD
STRINGERS °
TO RIMw/ \I.
LS50 TYP
1011 MIN' LINE OF CURB NHEN
AT STAIRS TREAD RAILING OPT. CHOSEN.
ADJACENT EXTERIOR EPTH x CURB TO BE 5" FROM
WALLS, CONNECT ° r NOSING
STRINGER TO 2x6 - In
STUDS w/ 6" SDS '�\' W
o
SCREWS AT EACH STUD WHERE 7%" MAX RISER HEIGHT.
POSSIBLE TYP ° h. 10" MIN TREAD DEPTH
w/ 1 Y4" NOSE (%" MIN.,
NOTE: ALL STAIR CONSTRUCTION, MAX RADIUS Y6")
ACCESSIBLE SPACE CLEARANCES AND HANDRAIL
UNDER STAIRS TO LOCATIONS PER IRC SECTION 312. ° STAIRS:
BE 2' MIN GNB ° (3) 2x12" STAIR
1 JACKS EA.
lx4 STRONG BACK I ° 2x4 THRUST
BLOCK
TYP STAIR SECTION
SCALE: N.T.S.
NOTE: CHECK w/ CONTRACTOR
FOR UPGRADE OPTIONS
POKER C
PLASMA
OUTLET
SMURF I
(1)LAYEF
(1) 3/411
PLYNOOI
BLACK t
BLANK F
w/ COAX
SMURF 7
110V DUF
OUTLET
POKER C
PLASMA
OUTLET
SMURF i
(1)LAYEF
(1) 3/411
PLYNOOI
BLACK t
BLANK F
w/ COAX
SMURF 7
110V DUF
OUTLET
7011
MIN.
REPLACE ���\ /• � STONE UNIT IN UPPER RIG1-IT CORNER
V
SCALE: N.T.S.
70"
le MIN.
11 1-/ 1 r1L-L- I IV y L V I LL/\ V V I LL I I..JLI III XL/
F
UNIT IN UPPER RIG�IT CORNER
REPLACE ELEV. s LE
SCALE: N.T.S.
PROVIDE DRAFT STOPPING (GNB
OR DENS GLASS) AT BACK FACE
OF FIREPLACE CAVITY
2x4 FRAMING
ABOVE FIREPLACE
10111 11 y4 11
MIN. 45/11 R.O. MIN.
51-911
F REPLACE PLAN V EN
SCALE: N.T.S.
ELECTRIC FIREPLACE INSERT
11SIMPLIFIRE SF-ALL48-SK11
.•
2x4 FIREPLACE
�— NALL FRAMING
o
a
:K
26 R.O.,
O
�� ALL SIDES
w
I—
w
X
2x4 FIREPLACE
`y NALL FRAMING
A -A FRAM NG SECTION
SCALE: N.T.S.
—�/ 2x4 FIREPLACE
NALL FRAMING
Q
2xG R.O.,
'-O� ALL SIDES
0
W
Li l O
2x4 FIREPLACE
NALL FRAMING
A -A FRAM NG SECT ON
SCALE: N.T.S.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
coLl
z
o
(-n
v
�
LU
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: Yd" = 1'-0"
SHEET CONTENTS
ARCHITECTURAL
DETAILS
4�I
SLIDING GLASS DOOR
SELF ADHESIVE
PER 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
5/4x4 CEDAR DECKING
PER PLAN
2x PT JOIST PER PLAN
a
a HANGER PER PLAN
RIM JOIST !III P7 LEDGER PER PLAN
BUILDING PAPER
SHEATHING PER PLAN
INSTALLED BEHIND
LEDGER AND PAN
SIDING PER PLAN
FLASHING. LAP
OVER HOUSE WRAP
LEDGER INSTALLED BEFORE SIDING
°
w/ BUILDING PAPER BEHIND IT w/ 8"
EXPOSED ON ALL 4 SIDES
DECK
LEDGER DETAIL
I/ I��1
N.T.S.
V-0 TO NOSE BIB
3'-61, TO
C.L. OF
PRONTO
BEND
FRONT
CORNER
OF HOUSE
A7 GARAGE
ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
HOSE
BIBB
INSTALL
GROUNDING
PROD 12" FROM
PRONTO BEND
FORTIFLASH o/ FLASHING
9" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES It CORNERS.
FLASHING
2x2 TRIM @ PERIMETER
Lf
TYP.
OPENING FOR ELEC.
60 MIN. BLDG
METER BOX, FIREPLACE
PAPER BEHIND
DIRECT VENT, RANGE VENT
METER MAIN
DRYER VENT, ETC.
SEE DETAIL WIO FOR MOISTOP INSTALL INSTRUCTIONS
ELECTRIC METER $
NOSE BIB
LOCATION
(NO
GAS
METER)
SCALE: N.T.S.
FRONT
CORNER
OF HOUSE
AT GARAGE
10 4' TO HOSE BIB
V-611 TO C.L.
OF PRONTO BEND
31-611 31-011
EDGE TO EDGE TO
EDGE EDGE
GAS
METER
ELECTRICAL
METER MAIN
® PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
HOSE
BIBB
INSTALL
GROUNDING
ROD 12" FROM —_
PRONTO BEND
FORTIFLASH o/ FLASHING
9" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES It 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 M015TOP INSTALL INSTRUCTIONS
ELECTRIC $ GAS
METER, NOSE
BIB CLEARANCES
$
LOCATIONS
STUD
WATEI
BARR
JOINT
I NSTA
IN NO
CONTE
SIDIN(
PLAN
SIDING BUTT JOINT FLASgING
SCALE: N.T.S.
30# FELT PAPER
STARTER STRIP
FLASHING
GUTTER PER
PLAN ROOF TRUSS
FASCIA PER PLAN
, 1 FLASP I NG DETAIL SAVE
SCALE: N.T.S.
OVERLAP MIN. 1811
BLDG. PAPER TYP.
SIDING PER PLAN
2x2 PRIMED TRIM
Nq SIDING / INSIDE CORNER
SCALE: N.T.S.
%" x 3" LAG SCR
POSITIVELY AT7ACI-
TO WALL STUDS. L
SCREW TO PENETR/
STUDS 1" MIN., TYP
1/3 AND 2/3 HT
HWT. ATTACH w/ 1
x 16 GA. STRAP I
2/3 P7 OF HW1
1/3 HT OF HWT
LINE OF
NERVESTRAL
BEHIND
BOTTOM OF
SIDING
rv-r-Mln MIAI /II 110 IAMM
EXTERIOR DOOR FLASH I NG
SCALE: N.T.S.
CENTER TRIM E LANDING ON
FRONT DOOR / OPERABLE
SIDE OF SLIDER
EQ. EQ.
SGD PER PLAN
OPERABLE!
PANEL I
----------,� — ------
II
EQ. h� �ti EQ.
FRONT PORCH 0 PATIO'
3'-611 LANDING TYP.
Q.
@ BACK PATIO's
Q.
FIXED
PANEL
26 HEARTWOOD CEDAR TRIM,
EQ. ALL SIDES, CAULK/SEAL
3'x3' LANDING TYP.
POUR AGAINST
NERVASTRAL I
BACK PATIO'S SHOULD ALWAYS
BE POURED IN TWE DIRECTION
OF TWE FIXED SIDE OF TO
S.G.D. WHENEVER POSSIBLE
4-2x6 HEARTWOOD CEDAR TRIM
DOOR
THRESHOLD LANDING PER PLAN. POUR
z
AGAINST NERVESTRAL
I
2x6 HEARTWOOD CEDAR
---
�I
TRIM w/ FLASHING @
NERVESTRAL �
I
HOUSE INTERSECTION,
LANDING PEP PLAN
Tl F.)
WHERE OCCURS
('MIN. 3x3, �; __ !
4 OF STEPS 5D BY I I
LINE OF NERVESTRAL
MUD SILL CONDI'i IONS
I ;
_-_SITE
--
CONC. WALL SLAB ON GRADE
III III III III III
SEE D38 FOR FRONT DOOR
- - - - - - -
AND FRONT PORCW DETAIL
EXT. LANDING DETAIL
SLIDING GLASS DOOR,
TYP
II/ 11�1
SILL A
PER S
GYP. E
EXT W
PLAN
INSULA
(WHER
SCALE: N.T.S.
rAI AAIr
WINDOW FRAME
3/8" BEAD CAULK
SEALANT
TRIM PER ELEVATION
(WHERE APPLICABLE)
MOISTOP (SEE DETAIL
W10 FOR INSTALL)
FORTIFLASH ON ALL
SIDES OF WINDOW
SIDING PER PLAN
BLDG. PAPER
PENETRATION
BUILDING PAPER TO EXTEND II
MIN. 12" BEYOND ALL EDGES STEP I
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
PENETRATION PROTECTION OPENING.
• ATTACH FLASHING MATERIAL W17H CORROSION -RESISTANT STAPLES.
SCALE: N.T.S.
NOTE: SEAL ALL
EXPOSED FASTENERS
SHEATHING PER PLAN
INSULATION BLDG PAPER
PER PLAN APPROVED FLASHING
(0.19 x 10" ROLL)
SIDING PER PLAN 1-1/2" GAP
B7WN ROOF AND SIDING
ROOF SHINGLES
30# FELT TO EXTEND UP
WALL 12" MIN.
7/1611 PLYWD. SHEATHING
WINDOW SILL @ NOOD 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 FLAS4 NG
SCALE: N.T.S.
GYP. BD.
TRIMMER
KING STU
SEALANT
MOISTOP
DETAIL W
FOR INST
WINDOW F
SEALANT
TRIM PER
(WHERE A,
'IWINDOW JAMB DETAIL
LAP SIDING, U.NO. (HOLD 1-1/211
OFF ADJOINING ROOF)
METAL FLASHING
(MAY BE STEPPED)
BUILDING PAPER ON
SHEATHING (SIDING CUT
AWAY FOR CLARITY)
METAL RAIN DIVERTER (THE
PURPOSE IS TO SHED 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/NALL INTERSECTION
CONT. BEAD OF
SEALANT
UNDER NAIL FIN
CUT AWAY
EXCESS
BLDG. PAPER
@ OPENING
BUILDING
BUILDING PAPER
PAPER TYP.
TYP.
STEP 2
• ATTACH JAMB STRIPS OF 9" WIDE MOISTOP (OR EQ.).
FLASHING MATERIAL W1TH INSIDE EDGE EVEN W17H THE JAMB
OF THE ROUGH OPENING.
• START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6"
ABOVE LOWER EDGE OF HEADER.
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 It JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF
• NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS I/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 FORTIFLASN STICK FLASHING @ BOTH SIDES OF WINDOW
• APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING 70 OPENING.
• APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST
JAMB FLASHING 2"
.11�n STANDARD FLASgING 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
lx,
AND FLASHING
/ FLASHING TURN DC
V 1/4" AT EACH END
TRIM PER ELEVA71
(WHERE APPLICABL
SEALANT
SEALANT WINDOW FRAME
WINDOW MEAD DETAIL
SCALE: N.T.S.
STUDS @ 16"oc (NO POSTS/
POINT LOADS ABOVE VENTS)
SIDING PER PLAN
BOTTOM SILL PLATE
3/4" TtG SUBFLOOR
FLASHING
7-1/2"xl5-1/2" 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 WSEG 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
(-n
v
�
LU
v
v-
COPYRIGHT NOTICE: T14I5
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 50. FT:
N/A
MAIN LEVEL 50. FT.:
1471
UPPER LEVEL SQ. FT:
1774
TOTAL AREA SQ. Fr.:
3245
GARAGE AREA SO. FT.:
418
WEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y'I = 1'-0"
SWEET CONTENTS:
WATER
INTRUSION
DETAILS
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.
ANALYSIS SET UP
What code compliance pathway are you using?
Prescri tive Path Compliance with Option 1 () eferred)
Project Building Type.
New Construction
Occupancy Type?
R3 Sin le familyhomes 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
854
0.027
1,842
49.7
0.056
2,643
148.0
0.029
1,471
42.7
0 540
0
0.0
0.042
0
0.0
0.570
0
0.0
Proposed Design
U Area UA
0 300
20
6.0
0
0.0
0279
285
794
0.027
1.842
49.7
0.054
2,643
142,7
0.025
1.471
36.8
0
0.0
0
00
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 17 1
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 Selects stem 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)
Taple R406.3 Energy Credits
O do No.
I Category
Sele ns
Energy
Credits
Brief Description of Selected Options*
Efficient Building Envelope
Option 1 :
05
U 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5%
reduction in UA
2
Air Leakage Control and Efficient Ventilation
Not Selected
00
3
High Efficiency HVAC
40ption 3.5
1.5
Heat Pump Air Source with min HSPF of 11
4
High Efficiency HVAC Distribution System
�Option 4.
1.0
Ducts/distribution system in conditioned space per R403.3 7
5 1
Efficient Water Heating
Not ted
0 0
5 2-5
Efficient Water Heating
(Option 5 6
2 0
NEEA Tier 3 heat pump water heater
6
Renewable Electric Energy
kWh
Not a ected
00
7
Appliance Package
Not Selected
XO
Enerav Credits
5.0
N'CiRiNA=N CREBITS
Sy tem
Desr ription of Primary eating Source
Credits
All Other Group R-2
2
Far an initial syse ushW aI heat pump
)Umtm
i _CI
1-Bi ■
s t e . erthe equipment
:
Ttsedlin'Fabi i'il t or C40&3L2M;
or
Air Idnwate heat that are czsn1guredl to
' br he�pa�]1C�IT� lRiryyg S idl we Tell in
;
y���c�o�
a VAft A i -55015.7G
■
■
TABLE 4AY&3 00
ENER Y C E01FF'S 1.
GREDTifM ■
OPTION
DESCRIPTION
All Ot1wr
GadrW R-2
1 BUILDiF4(�3 NVElLG19E OPEN 1
d3ptfdRl fi' Tferrse 1_1 i this j IL7 nw be acted irn tip ca
s wl� fl cd�ndoctirfe U�6 wig Ts I Se cfbn I�`AII2 °i A Total U'i191, alterna where
,
asedl ll P argue UN)l � the reguirezi %UA reduction
tL�l
� czsyWrm nae = based) on Table? F t7L't ith the llailbm&U
� r
R
;� on
Zd
$fit iibn D = If112
:
Fla �a
Sla o gir WIG perinsatler artd undw entifa slab)
Be grmla slab I-413 perimeter, aW under entirf slab
:
b
OmplfwuNr based) .an Stcbdsrt 1R:402_1L4 Radtrce the Tutall cardacefe UA
-
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
Height
ID
Description
Ref.
U
Cit.
Feet
Inch
Feet
Inch
Area
UA
Exempt
Code Baseline, U=0.30
030
1
2
6
18
53
FRONT
Fiber lass with 10 % glazing
Custom
030
1
3
6
20
60
0
3
6
0
0.0
0
6
8
0
0.0
0
0.0
0
0.0
0
00
01
00
0
0.0
0
00
0
00
Sum of Area and UA (excluding exempt door) 20 6.0
Exterior Doors Area Weighted U 0.300
Overhead Glazing
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Hei ht
Area
UA
Feet
Inch
Feet
I "`i'
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
Height
Area
UA
Feet
Inch
Feet
Inch
Exempt
-
-
-
1
KITCHEN
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
3
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 1 b, 1.4)
Table 406 21
025
2
2
°
2
°
80
2.00
4
BDRM 6
U=0.28 (Options la. 1.3. 1.7
Table 4062
0.28
2
2
6
4
6
225
6.30
5
DINING
U=0.28 (Options la, 1.3. 1.7
Table 406.2
0.28
1
5
d
5
°
25.0
700
6
BUTLER
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
d
2
d
80
224
7
BDRM 1
U=0.28 (Options la, 1.3, 1.7
Table 4062
028
2
6
°
4
°
480
1344
8
BATH 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
4
°
16.0
448
9
BDRM 4
U=0.28 (Options 1 a, 1.3. 1.7
Table 406.2
028
1
4
°
4
°
16.0
4.48
10
LOFT
U=0.28 (Options la, 1.3, 1.7
Table 4062
028
4
2
6
4
6
450
1260
11
BDRM 3
U=0.28 (Options la, 1.3, 1.7
Table 406.2
028
1
4
d
4
°
16.0
4.48
12
BDRM 2
U=0.28 (Options la, 1.3. 1.7
Table 406.2
028
1
4
°
4
°
160
448
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
FlatfVaulted 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
497
Sum of Area and UA 1,8421 49.7
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 2,6431
143
a� a dated dtrct syseTrf� I iirIiistaltat(l shall cdsmpty 1__U -
trm redlufr rten> z f Sectiori ft4L37
ILocattrtgl system compaTSenit its coTliditioned crawl) spaassissn of l i
under this 00d1
Efectift Tesbturmheat and ductlms; heat blimps are not pennnittedl under
the dlpffdiir]L
Direct combustlim heats ft equipmentwl�nAFUE lei than i is ixt
pemnlied undertIft-mep6mnl_
To quaft to clam Vi s credit, the bLm- m_g pLnnt'ti dshall S 134U-115y the i
o~ being sett Ted and shall spI the head equipment type and
shall-4yowli the R atiani of the twaftft and cmiling eqiprna and alit the
dtfrd:..
o. EF F i GENT WIi14Tm FiEATm 5P'Ti5ms :
dil fe d7 dR1i Irom )ems -52 5_6maybe selected lint this cat gorr iemi '1 TrTB be dsaTnbiried with arijl
■
T. i beating systems shaif indude ds amf1he To1(z5W ng:
a
Z5 ■
ac ifc heatspump waterheater meetirttg 11huafandaTift for�Te>rII:I of,
EIEA'�-ad.VancedwaterbearmgZPedffCgtiDn
:
zsr
FdBr')gi� �;,$'ls�Ii�he$t`�llmjS7�i�Gttea���, Tn��fi� �Ie
startdard� t�srTrer m � IfiIEL#i� � waterhieat spgciTrd>:atiz�, v =I._1
suX& d&nesft fttwatertzr. all urA I Fite waterheateris aeTYlrig nSOTP
:
tharn ease ftelTiTW uA all and mickmilatim 19piftl snail Im
kmillated>l vfff"& l4 Trtirs-><rtuml p ir>rsulat
To d;Qan tip cu&nl aft cradik v e b11ill W"Mit' ,oii shall AMCW"t m
nl bentgl aeiected and abet: zWcW Him w4hu head eWpmenf
:
and 111 riHrilRrllIR1I e 4 U IPmerit of cfe�
3, HIGH Pic >EWHYNIF>ENT I PTiONS M1
diptfdRt from Tema 3A througo 3L6 may bieseleced ini this catagwy-
RESUB
- ir-soum*-, centraly dbcted heat purr>pwM rn rsl uirn HSPF of 11-U , N/A Jun 20 2023
CITY
ToquaRytadaRnl#ii$credit, ffm bui-liffimgp$irritdmvingsshMspell : DEVELO MFENTSOERVICES
Ls13>id�nl b�sfsg aeeCted acid Shall specft tits fmabft equipm tWe and ffm DEPARTMENT
unli irriurrlt eqLIlprnent et` TW
■
Plan
Component
Floor
UA
ID
Description
Ref.
U
Area
R38 vented Joist 16oc
10-3
0 025
1 471
37
Sum of Area and UA 1 1.471 r
37
Slab on Grade less than 2 feet belowgrade)
Plan
Component
Slab
ID
Description
Ref.
F
Slab Perim
FP
Sum of Perimeter and FP
01
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 01 0,0110
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 lVerify 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 /,Iwww.ener wsu edu/Documents/Duct%20Testinq%2OStandards%20
Is this a hydronic heating system?
No
Location of Ducts
Conditioned Space
Location of Air Handler
Conditioned Space
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 Sizin ?
i.w,
Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: littps://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 ft3
Leave blank to use default of 8.5 itceiling 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
14,719 Btu / Hour
Sum of UA X AT
Air Leakage Heat Load
13.990 Btu / Hour
((Volume X 06) X %T) X 018))
Building Design Heat Load
28.709 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
28.709 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
Budding and Duct Heal Loss X 1.25 for heat pumps
Building and Duct Heat Loss X 1 40 for all other systems
TABLE M1505.4.3(1)
2018 WSEC NHOLE MOUSE 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 �I A L F �1 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
MOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1).
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 CFf I x 1.5 = 120 CFM S NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE
TABLE M1505,4,3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1.
WHOLE -HOUSE MECHANICAL ► ENT ILATION AiRFLOYf RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE
Numborof 9a earns
Dwelling Unft
Floor Arcs (aquibm teat)
0. 1
2
3
4
1 5 or
Ak#m lR eftn
< SOD
30
3D
35
45
so
501 • LOW
30
35
40
50
55
1AU1 • i,506
30
40
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55
50
1,5101 - Z.090
a5
45
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65
2.001 - Z5W
40
50
55
65
70
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45
55
60
70
3.00 t -
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60
65
75
5D
TW
55
65
7a
t30
4.001-
60
70
75
65
90
a.5D1
075
ail)
80
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.
ill11tf09.4.3.1 ven1flatlon quality adjustment, The mi Imum whale house ventltation fate from Seow 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY
I5Uh_4-;SSI►ali M adjusted by the syMem ceeiflctenI In raCle hf1St}S.4-ilY) based an iM system type
not I'neeting the delirylitxl of a fzaldnaad+v�roJe )souse vera5iatrtln system artoror not meeting the
defilrlion of a df slribureid wflole house verurlayOn sysliern.
TABLE M1505-4,3(2)
SYSTEM C0EFF IC IENT (C sysseln)
System Type
Distrlbouted
Nat 01%trllauled
B @lancet)
1.0
1.2=
Not balanced
1-25
1
VENTILATION SCHEDULE
-oli-
NUTONE OR EQUIV 1.0 SONES CFM RATE PER CALC.
2
NUTONE OR EQUIV 1.5 SONES
NOTES:
$ USE 100 CFM MIN. FAN AT KITCHEN
$ 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: 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 50. FT.:
N/A
MAIN LEVEL SQ. FT.:
1471
UPPER LEVEL 59. FT.:
1774
TOTAL AREA 59. 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: I/'I = 11_011
SHEET CONTENTS
2018 WSEC
CREDIT OPTIONS
it CALC1s
All
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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DEVELOPMENT SERVICES
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STRUT TRUSS (DRAG
LOAD = 150 PLF)
3%2 x18 GLB
RIM +/-6'-0"
WALL SHTG CONT.
THRU CORNER
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FLOOR FRAMING PLAN NOTES:
1. Floor Sheathing shall be %" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathing
to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to
Framing with 0.131"0 x 21/2" Nails or Simpson WSV #9x2%2" screws as follows:
Framing, Edges
6"oc
Framing, Field
10"oc
Boundaries, Blocking, Struts
6"oc
At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel
Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails or Simpson WSV #9x2%2" screws as follows:
Framing, Edges
4"oc
Framing, Field
10"oc
Boundaries, Blocking, Struts
4"oc
See Drawings for other Sheathing Nailing requirements.
2. Floor Framing shall be as indicated on plan. Change spacing, as required, to meet the deflection requirements. Loading shall be
as follows, u.o.n.:
Top Chord Live Load
40-psf
Top Chord Dead Load
10-psf
Bottom Chord Live Load
N/A
Bottom Chord Dead Load
5-psf
Maximum Live Load deflection shall be L/480. Refer to General Structural Notes for other requirements.
ROOF FRAMING PLAN NOTES:
3. Roof Sheathing shall be �/6" thick (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131 "0 x 2Y2" Nails as follows:
Framing, Edges
6"oc
Framing, Field
12"oc
Boundaries, Blocking, Struts
6"oc
At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other
Sheathing Nailing requirements.
At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel
Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails as follows:
Framing, Edges
4"oc
Framing, Field
12"oc
Boundaries, Blocking, Struts
4"oc
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4. Roof Framing shall be as indicated on plan. Refer to General Structural Notes. Q
5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. 7 O
6. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/ 2x4 @ 48"oc, staggered, or as indicated by the L
Truss Manufacturer. O Q 0
7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 3. O J w
8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. LL
J
WALL FRAMING PLAN NOTES:
9. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. LL (D
Interior Bearing Walls shall be 2x4 Studs @ 16"oc, u.o.n. Interior Non -Bearing Walls shall be 2x4 studs @ 24"oc. Z U
Where adjacent Shear Walls are in contact, nail studs together per 3/S06. See 1/S06 for special stud requirements at Shear Wall z
C types P1-3, P1-2, and P2-2. O
10. Headers shall be 4x6, u.o.n. See Detail 13/S06. < V
11. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural [)� 0
Notes for fastening requirements.
12. See 10/S06 for Simpson to USP hardware conversion table. U. U)
LEGEND
XX DETAIL CALL -OUT
SX.X i
J
P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06
m
0 U)_
BEARING OR SHEAR WALL BELOWLU
�
BEARING OR SHEAR WALL ABOVE 0-
(F)
FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING)
POST BELOW
RESUB
W
N
N
N
0
W
PT. LD.
BLOCK THRU FLOOR FOR POST ABOVE
Jun 20 2023
HDR
HEADER PER PLAN NOTE 10
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0 1 2 4 8
16
SO4A
1/4"=1'-0"
ADJUST STUD FRAMING
AS REQUIRED
(2)2x STUD -NAIL SHEATHING (2)2x STUD -NAIL SHEATHING
TOP REINF. PER TO EACH MEMBER w/ HALF OF TO EACH MEMBER w/ HALF OF
PLAN SHEATHING NAILS SHEATHING NAILS
II
CONT. TOP PLATE PER 18/S06 ;7
STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN
APPLIED OVER SHEATHING APPLIED OVER SHEATHING
MUDSILL PER PLAN
II
ANCHOR BOLTS PER 1/S06 ANCHOR BOLTS PER 1/S06
-° - - -o 0��
a STEM WALL PER STEM WALL PER
M 4 *NO NAILS
FOUNDATION PLAN FOUNDATION PLAN
II x
II ° ° BOTTOM 2
41°I PANEL EDGE HOLES"
nd a a a ° III NAILING
LSL / VERSA -LAM I°i
RIM BOARD PER a a a
LOCATE VENTS BETWEEN PLAN 2'-6" I°I °I
JOISTS & 1'-0" MIN. FROM a -- a 1 0 - - - 1 ° PANEL EDGE a
HOLDOWNS & POINT LOADS a ADD'L VERT. REINF. a ° NAILING a d a d
a a a FULL HEIGHT a a l 4 4 a a l a d
d a a a a (HALF EA. STUD) 1�2" a ° a 11/2„
d % _ Q O ° ° ° — — O — —O — °
d O d
a a a O
e n n a ad
o HEADER PER PLAN ° a
FOOTINGS AND STEM (EXTEND TO CORNER) ° ° ° a Q a d ° ° a
WALLS PER PLAN
° °
PER PLAN
20 19 1 / 16
((2)2x MIN.) ° (2)2x %
ADD'L STUD 0 z
ol 3'-0" MIN. D o-
(2)2x STUD - NAIL SHEATHING
HOLD DOWN PER PLAN TO EACH MEMBER w/ HALF OF
(APPLY OVER SHEATHING) to ° ° a SHEATHING NAILS
STRAP HOLD DOWN PER PLAN
ANCHOR BOLTS PER 1/S06 PER PLAN APPLIED OVER SHEATHING
POST PER PLAN 2x STUD WALL PER PLAN
(1)#4 x 36" DIAGONAL
P.T. 2x6 MUDSILL LINO OLID BLOCKING
zi (2) 2x6 PT MUDSILL S
SLAB-ON-GRADE POST BASE PER PLAN W/ o a ° ° .o. SLAB -ON -GRADE %"O ALL -THREAD W/ PLATE
PER PLAN ALL -THREAD (SIZE PER MFR) AND a PER PLAN WASHERS PER 1/S06 AND 2Y2" 12"
lo
2Y2" SIMPSON SET EPDXY EMBED 4 p #4 @ 16"oc, SIMPSON SET EPDXY EMBED
(NO SPECIAL INSPECTION REQ'D) 8" STEMWALL UNO 0 a a 0 HORIZ (NO SPECIAL INSPECTION REQ'D)rph
aua NORMAL FOOTING e a
$ REINFORCING
1%2" TYP.
111.-1 I I —III —III 111- M � 111.-1 I I —III —I � I —III � dO d 40
I II I I I �ADD'L BARS TO #4 16"oc, VERT _ ° III
III III II-1I1=1I1=1 —I a @ I-111-1
III 1I1 I =
MATCH NORMAL FOOTING PER 1/S07 (HOOK AROUND
— = REINFORCING ° ° FTG. REINF.) �� 1= 1 a a 4
' I —I I �=111- � a —III I 11- I 1 �2 I
s I- NORMAL FOOTING ° a P I- a STEM WALL PER
REINFORCING a d � � `FOUNDATION PLAN
STEM WALL AND FOOTING LINE OF EXCAVATION STEM WALL AND FOOTING d d ---- a a
PER 1/S07 PER 1/S07 a d
ANCHOR BOLTS PER 1/S06
STEP IN FOOTING
15 14 13 12 11
SHEATHING PER 1/S06
SHEATHING PER 1/S06 SHEATHING PER 1/S06
DIAPHRAGM BOUNDARY 2x STUD WALL PER PLAN
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 STUDS ABOVE (MATCH SIZE
PER 1/S06 FACENAIL PER 1/S06 ABOVE)
SHEAR WALL EDGE NAILING
SHEATHING PER PLAN MUDSILL PER 1/S07 SHEATHING SHEAR WALL EDGE NAILING
SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN
SPLICE SHEATHING SPLICE SHEATHING
AS REQUIRED
SHEAR WALL EDGE NAILING PANEL EDGE NAILING
III—
II a
15/6" VERSA -LAM 1.4E 1800
JOISTS PER PLAN ° _ RIM BOARD (ALT: 1Y4' LSL I al SHEAR WALL EDGE NAILING
JOISTS PER PLA JOISTS PER PLAN III JOISTS PER PLAN I JOISTS PER PLAN 11
III RIM BOARD) UNBALANCED FILL � — — �I
e i — ITS2.37/9.5 HANGERS d JOIST BLOCKING @ 48"oc d —
a 1 /6" VERSA -LAM / 1/4' LSL —III III 1—'
BLOCKING W/ 12d TOENAILS (ALT: ITS2.06/9.5 (NOT REQUIRED IF a 15/6" VERSA -LAM 1.4E 1800
@ 6"oc HANGERS AT TJI 210'S) STEM WALL & FOOTING UNBALANCED FILL < 1'-0") RIM BOARD (ALT: 1Y4' LSL
UNBALANCED a MUDSILL & ANCHOR a d (2) LAYERS BUILDING PAPER PER 1/S07 d RIM BOARD)
FILL BOLTS PER 1/S07 BETWEEN JOISTS & STEM WALL --I UNBALANCED STEM WALL AND FOOTING
d FILL _ PER 1/S07
STEM WALL AND FOOTING
PER 1/S07 SEE 8/S07 -1 SEE 6/S07
FOR CALL -OUTS FOR CALL -OUTS
1 0 IN COMMON 9 Q IN COMMON 7 6
15/6" VERSA -LAM / 1Y4" LSL BEARING WALL 2x6 P.T. PLATE BLOCKING WHERE BEARING (WHERE OCCURS) MUDSILL ANCHORS
WALL OCCURS PER 1/S06
ALT. MUDSILL ANCHOR
2x STUD WALL PER PLAN SHEATHING PER 1/S06
2x6 P.T. PLATE
w/ A.B.'s AND PLATE
WASHERS PER 1/S06
PLAN
SIZE
REINFORCING
DETAIL
CALLOUT
REFERENCE
18
18" sq x 12" thick
NO REINF.
-
24
24" sq x 12" thick
(2) #4 EA. WAY
-
BOTTOM
30
30" sq x 12" thick
(3) #4 EA. WAY
-
BOTTOM
36
36" sq x 12" thick
(4) #4 EA. WAY
BOTTOM
42
42" sq x 12" thick
(5) #4 EA. WAY
-
BOTTOM
4'-0" MAX
BEAM PER PLAN
MUDSILL PER 1/S07
PANEL EDGE NAILING
UNBALANCED
#4, TOP (LOCATE IN TOP
FILL
1x4 x 12" EA. SIDE
POST PER PLAN
12" OF STEMWALL)
w/ (4) 12d EA.
MEMBER
(2) LAYERS BLDG PAPER BTWN
SLAB -ON -GRADE
PER ARCH'L
SLAB -ON -GRADE
#4 @ 36"oc, VERT. HOOKED BAR
—
— — I1 I
POST AND CONC.
/ DRIVEWAY PER ARCH'L
PER PLAN IIII
III � I � -
8
— — — —
MAB15, POST TO FOOTING
III-1 I —III —I
#4 24"oc, HORIZ.
@
z
U.O.N ON PLAN (ALT: A34
CLIP EA. SIDE W/ 0.131"O x 2"
III
_
-C°
MIN. CONC. NAILS TO FTG)
= 3 o�
�' �
FOOTING
1, 11 111 111 IIII 11 111111 11-=1,
a
d ,
11 I II I II I II I II I II I II
(1)#4, BOTTOM
PER PLAN
"-"'—"'—' _ d a COMPACT STRUCTURAL
ap
REINF. PER PLAN
00 °� da FILL
I11I1'
REINF. PER 1/S07
° ��-
II I11111I11
p F
R`,
— — — —
' — —
STEM WALL AND FOOTING
1
1
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