APPROVED PLN BLD FIR RESUB 1-BLD2023-0504+Architectural_Plan+7.21.2023_10.23.08_AM+3681199ABBREVIATIONS:
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. HT. CEILING WEIGHT
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.O.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
HDR. HEADER
H.V.A.C. HEATING/VENTING/
AIR CONDITIONING
HT. (HGT.) WEIGHT
N.C. HOLLOW CORE
N.M. HOLLOW METAL
HORIZ. 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.N.C. OVER HEAD CABINET
O.N.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. SWEET
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
5HTG. 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
PRE INTERNAL PLAN
NAILING LEGEND
PLAN NAME LETTERS:
FOUNDATION TYPE:
F = FLAT (2-STORY, 3-STORY,
TALL CRAWL)
D = "DAYLIGHT" BASEMENT
T = "TUCK -UNDER" GARAGE
LAST NUMBER OF CODE CYCLE
YEAR:
(2018, 2021, ETC.)
CODE REFERENCES
INTERNATIONAL RESIDENTIAL CODE: 2018
INTERNATIONAL MECHANICAL CODE: 2018
INTERNATIONAL FIRE CODE: 2018
UNIFORMED PLUMBING CODE: 2018
WASHINGTON STATE ENERGY CODE: 2018
ANSI/AF t PA SDPWS 2018
1] •
0
Pacific Ridge Series ""
FL/4N NAME
BAKER (5]N'/z`F8)
E3' EL
SQUARE FOOTAGE COUNTS
HEATED SPACE SF:
FINISHED BASEMENT SF: N/A
FINISHED FLOOR I (MAIN FLOOR) SF: 1250
FINISHED FLOOR 2 (UPPER FLOOR) SF: 1431
TOTAL HEATED SF: 2681
HEATED t UNHEATED SPACE SF:
FINISHED BASEMENT SF:
N/A
FINISHED FLOOR I (MAIN FLOOR) SF:
1250
FINISHED FLOOR 2 (UPPER FLOOR) SF:
1431
GARAGE OPT. 1 (WITHIN BLDG FOOTPRINT):
436
GARAGE OPT. 2
(w/ 5' x '20' GARAGE EXTENSION (BUMP -OUT):
N/A
GARAGE OPT. 3 (w/ 10' x '20'
(1) ONE CAR GARAGE BAY):
N/A
COVERED BACK PATIO OR DECK SF:
N/A
COVERED FRONT PORCH SF:
127
UPPER FLOOR FRONT DECK SF:
N/A
TOTAL HEATED * UNHEATED SF:
3244 (GARAGE OPT. 1)
N/A (GARAGE OPT. 2)
N/A (GARAGE OPT. 3�
N0
PLAN DETAILS/ PLUM5ING/ MECN. INFO
BLDG TYPE:
MAX. BLDG DIMENSIONS
(INC. 3RD CAR GARAGE):
MAX. NUMBER OF BEDROOMS:
EXHAUST FANS:
GAS PIPING CONNECTIONS:
NEAT SOURCE:
NEAT TYPE:
NUMBER OF HEAT UNITS:
FIREPLACE TYPE:
BATHROOM SINKS:
BATHTUB OR COMBO's:
CLOTHES WASHERS:
DISHWASHER:
FLOOR DRAINS:
KITCHEN SINKS:
LAUNDRY SINKS:
SHOWER STALLS (SHOWER PANS):
T01 LETS:
WATER HEATER:
WATER SERVICE LINES:
SINGLE FAMILY
40' WIDE x 46' DEEP
5
6
ELECTRIC
HEAT PUMP
I
ELECTRIC
5
2
0
0
2
3
ELECTRIC
I
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 #: 6
ADDRESS: 23901 91ST 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
1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100
WOODINVILLE WA g8072
PHONE: (425) 814-8448
REVISION REV # DATE
2018 IRC t WSEC UPDATES 0.00 02/15/2023
CC)
CD
co
ED
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.:
1250
UPPER LEVEL 50. FT.:
1431
TOTAL AREA 50. FT.:
2681
GARAGE AREA 50. FT.:
436
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: )/" = 1'-0"
SHEET CONTENTS
COVER
SPEET
Al
ELEVATION NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS ItCONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SWEET METAL FLASHING t COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS $ 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 V2" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
9. SOFFIT ALL FLAT AREAS w/ I2" OVERHANG @ HORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM 4 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 WR SIDE 4
GABLE END 4 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 lY"
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD V2" 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.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
SIDING
1° SIDE OF
HOUSE
FRONT OF � x 2 INSET
CORNER TRIM
HOUSE
E� TYP CORNE�11T RIM
SCALE:
20'1
Lu
`L °L OF GARAGE 2x6 MATERIAL WITH
`5 ft BLOCK %'I BEVEL CUT.
FURR OUT 1 y" FOR
0
STONE VENEER
�12 � ADD-RESS NUMBERS BLOCK
LEI o
ROOFING PER SPEC
1/2" ROOF
SHEATHING
GABLE END
TRUSS
SIDING
PER ELEV
GALV MTL
FLASHING
2x W.W., PER PLAN
ROUGH SAWN
PLY SOFFIT
SIDING PER ELEV r]
SECTION AT OVEII�IAG
1 SCALE: 3/4"
SIDING
III SIDE OF HOUSE
FRONT / BACK 2x4 INSET CORNER TRIM
OF HOUSE
E� TYP CORNER TRIM
SCALE: I"
$ FIR OUT I Y" loll
Y" �� FOR STONE VENEER
FIR OUT I 5 211
FOR STO�IVENEER '� 3%11 0 HOLE - HOLE
%" BEVEL %" BEVEL CUT o
CUT %" BEVEL
CUT
TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS
LIGHT FIXTURE HW HEATER VENT
5/4x KEYSTONE
RAKE FLASH'G
AS REQUIRED
lx4 TRIM ----------
5/4x8 BARGE BOARD
2x6 SPF SUB -BARGE '
FLAT OUTRIGGER ,
@ 24"oC
HARDIE SMOOTH LAP
SIDING w/ 4" REVEAL
GALV MTL FLASHING
2x3 SLOPED SILL =
WITH DRIP EDGE
26 BAND -
SIDING PER PLAN
BARGE, KEYSTONE, PEDIMENT
SCALE: 3/4" = 1'-0"
TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE
BLOCK, t TANKLESS NW NEATER VENT BLOCK
SCALE: 1/2"=1'-O"
HOUSE CORNER
BEYOND
METAL FLASHING
ROOFING - CAULK
EXPOSED NAILS w/
ROOFING TAR
ROOFING
ROOFING
PROVIDE BLDG PAPER
SEPARATION BTWN
HOUSE AND ROOF
FRAMING, 6" MIN
E15 RAKE PLA�11�GD ETAI L
NOTE: ALL EXPOSED FASTENERS TO BE SEALED
$ CAULK EXPOSED NAILS WITH ROOFING TAR
Ix FRIEZE SIDING PER PLAN
PER ELEVATION
> ROOF TO WALL
w FLASHING
oc
ROOFING
ROOFING FELTS
DETAIL
E2� LOWER ROOF � WALL
SIDING OR HARDIE
SHEATHING PANEL PER PLAN.
SIDING PER ELEV. FLASHING
2x W.W. PER PLAN
GALV. METAL 2x SLOPED SILL
FLASHING WITH DRIP EDGE
2X WHITE WOOD PROVIDE 2"0 HOLE w/ VENT
INSERT AT TOP t BOTTOM OF
PER PLAN COLUMN, FACING THE HOUSE
FLASHING BEHIND (2) 2x4 PT BTM PLATE
TRIM. EXTEND UNDER FLASHING
ADJACENT FINISH AS WEEP SCREED OR
REQUIRED. 7 DRIP SCREED
SIDING PER ELEV. 2' MIN. BEAD SEAL
UNDER FLASHING
SONG TO SONG
�IOIRIZONTAL �TIANS�ITON
E34.2
SCALE: 3"
FRONT PORCH COLUMN
*��1DIG BASE
E
MAX. BLDG HT = 481.87'_
RIDGE (EL. 461.44')
UPPER PLATE
WDW HDRS
I
0
o �
' ADDRESS
CN C BLOCK
UPPER FLOOR
ruff
`�' MAIN PLATE
WDW HDRS
EXT WALL Eli
LIGHT WITH A2<
SIDING BLOCK
6 2x10 GARAGE WRAP,
INSTALL PROUD OF
INSIDE TO CAPTURE
GARAGE DRYWALL
j MAIN FLOOR F.F. = 457.0'
o A.E.G. = 456.87'
SE ELEV. = 454.9'
HOSE BIBB w/ E12
SIDING BLOCK A2
C❑■
FRCS T F F\/AT
SUE EVAT 0ITMI
SCALE: 1/4" = 1'-0"
17
1x12 FRIEZE BOARD,
TYP. WHERE SHOWN
5/46 BARGE
E21 BOARD w/ lx4
2A TRIM, EXTEND
6" PAST
EAVES
12" / 10.75" REVEAL
HARDIE CEDARMILL
LAP SIDING
HARDIE-PANEL SMOOTH
—VERTICAL SIDING w/
HARDIE-TRIM BATTENS
16" O.C.
8.25" / 7" REVEAL HARDIE
CEDARMILL LAP SIDING,
TYP WHERE SHOWN
HARDIE SMOOTH
VERTICAL SIDING,
ALL SIDES
5.5" / 4" REVEAL
HARDIE SMOOTH
LAP SIDING, TYP
WHERE SHOWN
PLATE
� HDRS
i
FLOOR
PLATE
�l HDRS
FLOOR_
co o
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF T14I5
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 SG. FT.:
1250
UPPER LEVEL 50. FT.:
1431
TOTAL AREA S0. FT.:
2681
GARAGE AREA SG. FT.:
436
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/e" = 1'_OII
SWEET CONTENTS:
FRONT t SIDE
ELEVATIONS
'C' ELEVATION
A2A
4:12
nRTFIR
VENT
NEAT
41_6n
NEAT PUMP
ELECTRICAL NOOK UP REAR ELEVATON 1
SCALE: 1/4" = 1
ELEVATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING * COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS It 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 @ HORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS
11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR It 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 PLATE ,
WDW NDRS,
1
�o
UPPER FLOOR,
MAIN PLATE
WDW NDRS
MAIN FLOOR
SCALE: 1/4" = II-011
SECTION A -A
SCALE: 1/4" = 1'-0"
2 PLATE
>W NDRS
co zo
R FLOOR
�Q
PLATE
)W NDRS .
� FLOOR,
LL-
cn
LLA
cn
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 SQ. FT.:
N/A
MAIN LEVEL SQ. FT.:
1250
UPPER LEVEL SQ. FT.:
1431
TOTAL AREA 50. FT.:
2681
GARAGE AREA 50. FT.:
436
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: y11 = 11-01'
SWEET 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 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 GONG. 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 N" 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 SONES 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 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 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" G6
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 t ITEMS
ol
EQ. EQ.
I
FRONT DOORIPER PLAN
2x4 CEDAR!TOE KICK
CENTEREDION DOOR
-
FRONT PORCH SLAB
ELEVATION
lk
4' -0"
2x8 PLATE @
D9 DOOR THRESHOLD
5
RAISED WALL
(2)24s TO BE
RIPPED TO "6°
REMOVED PRIOR
2x W.W.
TO FRONT
3/4" SUB -FLOOR
TOE KICK
STEP/WALK BEING
I -JOIST
@ DOOR
POURED
PER PLAN
BLDG PAPER
77.
=
`A
BTWN JOIST
END t CONC.
PLATE f STEM
FRONT
T.O. RAISED
WALL BEYOND
FRONT PORCH PORCH
SLAB. SLOPE
STEM WALL TO
RAISED
STEM
STEM
y" PER LIN. WALL
T.O. FRONT PORCH
SECTION WALL
FT. MAX.
STEM WALL = 7"
FRONT
PORC EXT.
DETAIL
SCALE: 1/2" = 1'-01'
CENTER TRIM d LANDING ON
FRONT DOOR / OPERABLE
SIDE OF SLIDER
EQ. EQ.
SGD PER PLAN
OPERABLEI FIXED
PANEL I PANEL
LINE OF
NERVESTRAL I I 26 HEARTWOOD CEDAR TRIM,
BEHIND I I I EQ. ALL SIDES, CAULK/SEAL
CL
EQ. I EQ.
BOTTOM OF 3'x3' LANDING TYP.
SIDING POUR AGAINST
NERVASTRAL
FRONT PORCH 0 PATIO
3' -6" LANDING TYP.L BACK PATIoe suouLD ALwAYs
Q. @ BACK PATIO's (? BE POURED IN THE DIRECTION
11 10 OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
DOOR 26 HEARTWOOD CEDAR TRIM
LANDING PER PLAN. POUR
THRESHOLD
AGAINST NERVESTRAL 26 HEARTWOOD CEDAR
-- - TRIM w/ FLASHING @
NERVESTRAL �- '�I HOUSE INTERSECTION,
-LANDING PER PLAN I _ WHERE OCCURS
(MIN. 3'6', TYP.) �/� -�I
---
-# OF STEPS TBD BY �� I LINE OF NERVESTRAL
MUD SILL --/SITE CONCITIONS
GONG. WALL SLAB ON GRADE,
III III III-III-1 -1 SEE D38 FOR FRO AND FDOOR FRONT PORCH DE
EXT. LANDING DETAIL C�
I� SLIDING GLASS DOOR, TYP
SCALE: N.T.S.
DOOR JAMB-----,
v
CAULK BACK OF
THRESHOLD TO
WRAP NERVASTRAL
NERVESTRAL
UP JAMB 6"
ALL SEAMS
(2) %` BEADS OF
CAULK UNDER
NERVESTRAL, (1)
WRAP EDGE
@ SIDES OF JAMB
THRESHOLD w/
ADD'L NERVASTRAL
NERVASTRAL OR EQ
T�IRES>yOLD DETAIL
SCALE: 3/8" = 1'-0"
DRIVEWAY WIDTH
40' -011
12'-011
101
41-TJ,411 8'-0" 31-W411 31
-011 61
-011 1, 3'-011 21-eY211 41-011 51-011
8050 XOX
m
N
Ic
ELECTRICM22o
FIREPLACE
w
_
I
I
K,
L
m
7'-0111 21-lil/11
VQ
1
NWT TO BE
'�24 Y4`
INSTALLED IN
W.H. 3"
_
THE 3rd CAR
�� CLR / 4" BOLLARD
LID
GARAGE OR
�" �
I
GARAGE
271
.,I
BUMP -OUT WHEN
H•
I
I
THAT OPT. IS
I
SELECTED.
W5
10
UTILITY
LAYOUT
LIVING
15'7x16'4
61-0/211 11 31-011
CL
U
c17
12" SOFFIT
MUDROOM
5'8x1213
48" KNEE WALL -
BELOW STAIR
CRAWL SPACE-'
ACCESS 16"x24" -
(MIN.)
GARAGE
lq'lxl9'7 _
WRAP ALL WARM WALLS AND STRUCTURAL
MEMBERS SUPPORTING FLOOR AND CEILING
ASSEMBLIES USED FOR SEPARATION WITH 1/2"
G.W.B. USE 5/8" TYPE X ON THE CEILING
I
0
I
LID
16070 GARAGE DOOR
STEP
31-411
3611
LANDING
60610 SGD MIN.
(SG) STEP
ACTIVE
1
C4
NOOK
101x1717
38"H HALF WALL.
GWB or OPEN
RAIL PER SPEC
41-4,3"74'
17R,16T
I
_I
�T
I
1
N
co
2Ek
3
4
5
6
I
I
I
--CID
8
---9
24' x36" NEAT
PLIMP BASE
W AIR WEN REQ'D
AP, DW 61_ln
I DE TYP
� I
I
----�--J I
o
O
L-----
I
KITCHEN
=
11'1x17'11
co
4'-011
=
61-
"
I
1211
O >
O
O I
o
N
� m
o
o
�9
V U
1-9
N II li N
4'-011
I
I
I
=
'
21-011
I
21�gV211
YV
344" X 63"L
2x4 @24" WALL
0
51-211
I1 n
68
REFER
39CLR
----
�.
PANTRY
m
�-
OPEN'G
36 SF
\
3
31-2111
4
60"x II
R
3
PAN
X
W/S(3)
I -PASS
2668
TB
It -1 110 T, �
-H I - - 4
LID 48" VANITY
12 SD/CO TRTF
--I
6"
I
13
14 2668-n-
2:1
I 15 �
�I cn -------------------
16
4 -3 ' " EQ 4/0 EQ
01 2868 BI-FOLD
CPT
FOYER O
7110110 SD
BDRM 5
4'-
co
N
11'6x12'1 /_
8
2'-2%41I I, 31
TO
7'-
TYP
L
=Q
2I 1--- 12" S FFT------� _
2"I SOFFIT
IS"01 18" 18°
10
'-7Y" 16'-311 3'-211 2'-0y" 2'-611 21-611 31-5Y�1
1 10 10
21'-Oy" 7'-113/41' 10 61I%11
40' -011
MAIN FLOOR PLAN: 'B' ELEV.
SCALE: 1/4" = I'-0"
A"x36" HEAT
PUMP BASE
STALL (2)
c6 STACKED
_KNG FOR
4NGE HOOD `ID
)TH SIDES
= CENTER
ruD @ +68"
CENTER
STUD BAY
ON RANGE
SEE CAB
LAYOUT -�
FOR LOG
O
O
U
CN
I
g
CN
co
CID
<C -
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 SO. FT.:
1250
UPPER LEVEL 50. FT.:
1431
TOTAL AREA SO. FT.:
2681
GARAGE AREA 50. FT:
436
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 1'-011
SHEET CONTENTS:
MAIN FLOOR PLAN
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 @ 16" O.C., U.NO.
7. GARAGE DOOR HEADERS @ 84" A.F.F.
8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F.
9. INTERIOR SWING DOOR HEADERS @ 83" A.F.F.
10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE.
11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR
w/ A SELF CLOSING HARDWARE DEVICE.
12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS
EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR
13. ALL BI-FOLD 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. t BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
19. 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 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8
CFM / WATT PER WSEC 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 110V, INTERCONNECTED, w/ BATTERY BACKUP t CENTRALLY
LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24
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.H.B.s 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
PEX TUBING, _
TYP.
SHOWER CONTROLS
16"x24"x6" DEEP -
SOAP NICHE
BUTT NICHE TILE
INTO FIELD TILE,
TOP t SIDES
SECTION A -A � BUTT FIELD
(ZOOMED IN @ NICHE)
TILE INTO
BOTTOM OF -
NICHE TILE
(3) LAYERS I"
POLY -ISO RIGID
APPROX. STUD
INSULATION, EXT.
LAYOUT
WALLS ONLY
SHOWER DOOR
FIELD TILE -
n
4
SHOWER PAN -
le 16'I 01
A
A OF SOAP NICHE, SHOWER
CONTROL * SHOWER PAN
i
24"
�:21
LO
SECTION A -A - 26 or 2x4 2x8 WALL,
(@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF
SfiiON ER SOAP N Cfi SHOWER TYP.
SCALE: NITS
DOUBLE RIM OR
PROVIDE SPLICE
ADD FLAT
2X4 THROUGH
JOIST @ 5' O.C.
STT HRS416z.
011 ATTACH TO
2x AND TO
STAIR RIM
PER PLAN
co
SECTION A -A
(@ INTERIOR WALL)
%411x/ 1I -
cl
Y2"x3Y2"
SECTION THRU
WALL CAP
HALF NALL FRAMING t CAP DETAIL
SCALE: 1/2"=1-011'
- PROVIDE MIN. 30"
HEADROOM CLEARANCE.
- TRUSSES MUST BE
INSTALLED @ 24" O.C.
0
ATTIC ACCESS
SHEATHING ON
OUTSIDE OF
TRUSS MEMBERS
IJ
5/4 TRIMS LGWB ATTIC
OR SIM. ACCESS LID
D39 ATTIC ACCESS DETAIL
SCALE: 1/2 = 1 -0
GROUT t
SEAL, TYP.
SHOWER GLASS t
SLOPED TILE -� FRAME
CAP
�/ - 2" DRYWALL
L CERAMIC TILE 12"W S.A.M.,
SURROUND BITUTHENE w a
OR EQUIV. 3
2x4 STACKED w a
BLOCKING AT o z:
SHOWER PAN SHOWER CURB. can ~
.� a
(SOAKER TUB AT HALF
CL
SIM.) WALL, FRAME
LIKE HALF -
WALL. 14
SUB FLOOR
N20 TILED S�IONER CURS �4ALF WALL SI�I.
SCALE:
An' _n"
UPPER FLOOR FLAN: 16' ELEV.
LL
W
co
o
CD
LLA
CD
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.:
1250
UPPER LEVEL S0. FT:
1431
TOTAL AREA S0. FT.:
2681
GARAGE AREA SO. FT.:
436
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 1'-0"
514EET CONTENTS
UPPER FLOOR PLAN
FOUNDATION NOTES:
I. 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
* 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) 2x4's FOR BLOCKING BETWEEN
DOWNSPOUT LOCATION t 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 15 NOT
ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LE55
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.
�H
NEAT DETECTOR/ALARM
lo"
(w/ CUT-OUT SIZE t SHAPE)
-
=
= OR
5" '
BATH FAN t BATH FAN VENT
FLOOR ABOVE
O5
(w/ CUT-OUT SIZE t SHAPE)
FLOOR BELOW
OWHOLE
HOUSE FAN VENT
SAFETY
(w/ CUT-OUT SIZE t SHAPE)
FURNACE VENT
ROOF SAFETY ANCHOR
(w/ CUT-OUT SIZE t SHAPE
ANCHOR
BUCK -OUT WHEN
WALL LENGTH IS
LONGER THAN 6'
(1 P.T. 2x2
NAILER FOR
GARAGE WRAP (CORNER
t SIDING
ATTACHMENT CONDITION)
l PLAN VIEW AREA OF
RAISED STEM RAISED STEM
WALL
WALL: S DING NAILER
D�2 SCALE: 3/41
° ° @I P.T. 2x2 NAILER
IV FOR GARAGE WRAP
® 4 ®III 4 SIDING ATTACHMENT
a ° 1/2" TYP.
TO EDGE
OF HD
°
'Ill a a 1
°
1 II ° Ili 1
4 Q I
° 1
a SHEAR WALL
PER PLAN
ELEVATION PLAN VIEW
GARAGE WRAP t SIDING NA I LER's
n �-7�@T_ALL_GA_RA_GE�PIE_RS���
SCALE: 3/411 = I'-01'
ROOF FRAMING DIAGRAM $
)RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = I'-0"
ROOF VENTILATION B ELEV MAIN ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 1,479.0
VENTILATION REQUIRED: 710 SQ IN (lsf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN 3' OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 86 ACROSS FRONT AND 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: 318.0 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 0.74
# ROOF JACKS PROVIDED: 0
ROOF JACK VENT'G PROVIDED: 0 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 318.0 SQ IN (36.6%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 5.68
# ROOF JACKS PROVIDED: 11
TOTAL UPPER VENTILATION PROVIDED: 550.0 SQ IN (63.4%)
TOTAL VENTILATION AREA PROVIDED: 868 SQ IN
Lu
Q�
� Q
Lu �
<�
a
tL �
v o
N
LL �
<w a
] FORCED AIR UNIT IN MEC1-I
ROOF VENTILATION B ELEV LOWER ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 302.0
VENTILATION REQUIRED: 145 SQ IN (lsf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN T OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 22 ACROSS FRONT AND 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: 81.3 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: -0.18
# ROOF JACKS PROVIDED: 0
ROOF JACK VENT'G PROVIDED: 0 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 81.3 SQ IN (35.1%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 1.16
# ROOF JACKS PROVIDED: 3
TOTAL UPPER VENTILATION PROVIDED: 150.0 SQ IN (64.9%)
TOTAL VENTILATION AREA PROVIDED: 231.3 SQ IN
77
v�
11II I ®�
L17.2
!�I
CLOSET ON UPPER FLOOR. II 11
THE FLR TRUSS LAYOUT
SHOULD LEAVE 2111 O.C. II I
] MIN. CLR ALL SIDES - L�
BELON FORCED AIR UNIT
LINE OF DRAFT I'
STOPPING AT
FLOOR TRUSSES:
I� FLOOR TRUSS
241" FLOOR MFR TO DESIGN
I' TRUSSES OVER TRUSSES FOR
GARAGE ONLY NITP I BLOCKING
R-38 BELON
- DUCTWORK
- I �
- -- - TV
q'-5"
5'-11,
CRAWL SPACE VENTILATION
CRAWL SPACE AREA:
1,248.0
SQ FT
VENTILATION REQUIRED:
599.0
SQ IN (1sf PER 300sf OF CRAWL AREA)
FOUNDATION VENTS USED:
7" x 14"
NET FREE AREA PER VENT:
73.5
SQ IN (25% REDUCT w/ 1/4" MESH)
VENT AREA REQ'D / AREA PER VENT:
8.15
# OF VENTS REQUIRED:
9
7" x 14"
VENTS PROVIDED:
11
7" x 14" FOUNDATION VENTS
VENT AREA PROVIDED:
808.5
SQ IN
CRAWL SPACE
VENT, TYP
4" THICK CONCRETE SLAB
SLOPE TO DOOR 4' PER FT.
-u
I
AREA OF RAISED
o RAISED PIER BOTH
5-12
_ _ C4 D/s D37 SIDES. SEE SHEET
PITCH A6 502 FOR DIM's
STRUCTURAL.
APPLY FSK PAPER AT Ii
EXT. RIM OF GARAGE
2OUPPER FL. FRAMING DIAGRAM
RELEVANT INFO.: 'B' ELEV.
-
SCALE: 3/16" = I'-0"
CRAWL SPACE
18" MINIMUM CRAWL SPACE.
12" MINIMUM UNDER BEAMS.
6 MIL BLACK POLYETHYLENE GROUND
COVER. LAP JOINTS 1211
R-30 INSULATION BTWN. JOISTS.
D/5
L_
AREA OF RAISED
STEM WALL. SEE
:T 50 FOR D I N's
S RUCTURAL.
D/s N
OMAIN FL. FRAMING DIAGRAM �
RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = 1'-0"
w
Q
CO
LLA
<C
-
CEI
co
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 So. FT.:
1250
UPPER LEVEL 50. FT.:
1431
TOTAL AREA 50. FT.:
2681
GARAGE AREA 50. FT.:
436
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: )"' = 1'41
SHEET CONTENTS:
DOWNSPOUTS,
VENTING, PLUMBING
DRAIN(S):
'C' ELEVATION
A A
ELECTRICAL PLAN NOTES:
1. 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
j
MULTI -WAY SWITCH
0
IIOV DUPLEX CONVENIENCE OUTLET
IIOV DUPLEX CONV. OUTLET W/ GFI
(GROUND FAULT INTERRUPTER)
220v or 240v OUTLET (PER EQUIP. SPEC)
WP
IIOV DUPLEX OUTLET (WEATHER PROOF)
(1) IIOV OUTLET 4 (2) USB OUTLETS
BLANK PLATE
NWT
IIOV DUPLEX OUTLET FOR HOT WATER TANK
HALF HOT IIOV DUPLEX CONVENIENCE OUTLET
(D
GARAGE DOOR OPENER IIOV DUPLEX OUTLET
DW
IIOV DISHWASHER OUTLET
220V CLOTHES DRYER OUTLET
CLOTHES WASHER OUTLET
1430
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
V LESS
PORCELAIN KEYLESS LIGHT FIXTURE
IIOV SMOKE DETECTOR, W/ BATTERY BACKUP
COMBO CO2 t SMOKE DETECTOR
HEAT DETECTOR / ALARM
RECESSED CEILING MOUNTED FAN, V.T.O.
WHOLE HOUSE FAN
TM
WHOLE HOUSE FAN TIMER CONTROL
WALL MOUNTED HEATING i COOLING UNIT (MINI -SPLIT)
MINI -SPLIT
�^TER �
ELECTRICAL CEILING NEATER
STACKED DATA
JACK t SMURF TUBE
ACCESS BLANK PLATE
THERMOSTAT
TDP
COMBO RG6 w/ (2) CAT5E
6
6
D/P
COMBO JACK WITH (2) CAT5E
1
TELEPHONE JACK
�
SMURF TUBE OR EQUIVALENT
HOME AUTOMATION CONTROLS
A/C WP
PRE -A/C OR HEAT PUMP
DOOR BELL
® FLAT PANEL PRE -WIRE
0 SURROUND SOUND SPEAKER
6
• 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.
I,FFER FLOOR ELECTRICAL
(ALL ELEV's SIM �
SCALE: 1/4" = 1'-0"
WWT TO BE
INSTALLED
IN THE 3rd
CAR
GARAGE OR
GARAGE
BUMP —OUT
WHEN TWAT
OPT. IS
SELECTED.
W5
I I
FOR
UTILITY
LAYOUT,
SEE W5/11A
�1e;IN FLOOR ELECTRICAL FLAN
',ALL ELEV's S N..
SCALE: y" = 1'-0"
Al-4"
F
POWER "WHIP" +86'
HOOD +78'
RANGE +18'
t Its
co o
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 SG. FT.:
N/A
MAIN LEVEL $0. FT.:
1250
UPPER LEVEL 50. FT.:
1431
TOTAL AREA SQ. IT:
2681
GARAGE AREA 50. FT.:
436
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Y4" = 1'-0"
SWEET CONTENTS:
ELECTRICAL PLANS
,47
- COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY
15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER
SHEATHING o/ ROOF LICENSED IN WASHINGTON
TRUSSES PER PLAN STATE INSTALLED AND
BRACED PER MANUFACTURERS
SPECIFICATIONS LOADS: 25#
L.L.+ 15# D.L. = 40# TOTAL
R49 INSULATION
IN ATTIC - R38
@ VAULTS
y" GWB
CLASS II VAPOR RETARDER
PRIMER PAINT w/ A
MOISTURE PERM RATING OF
1.0 OR LESS (EX. RODDA
PAINT VAPOR SHIELD).
(2)24 TOP PLATES STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP.
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT
BARRIER OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE
NAIL PER SW SCH
3/4" TtG FLOORING NAIL AND GLUE —
2x10 @ RIM AND BLOCKING w/ R-21
FOIL FACED INSULATION, CLASS I OR II
FLOOR JOISTS PER PLAN
!2" GWB
CLASS II VAPOR
RETARDER PRIMER
PAINT w/ A MOISTURE -
PERM RATING OF 1.0 OR
LESS (EX. RODDA PAINT
VAPOR SHIELD).
(2)26 TOP PLATES —
STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT BARRIER
OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE NAIL PER SW SCH
RIM PER PLAN
ANCHOR BOLTS t
SPACING PER SW
SCHEDULE
R38 INSULATION '
26 PRESSURE TREATED MUD SILL
6 MIL BLACK POLYETHYLENE GROUND
COVER. LAP JOINTS 12"
INSULATION
BAFFEL EXTEND
12" ABOVE
INSULATION WITH
1 1/2" AIR SPACE
%x6
FASCIA-
(TYP)
5" CONT.
GUTTER
6" MIN.
TO SOIL
11111111l�i
0�i I II
TYP. EXTERIOR NALL SECTION
POWER C
PLASMA
OUTLET
SMURF 7
(1)LAYEF
(1) 3/4"
PLYNOOL
BLACK t
BLANK F
w/ COAX
SMURF I
110V DUF
OUTLET
POKER C
\ \
�I\ II
II \ II
\ \
I
II
II
\
II II
II II
OPEN iTO ABOVE
"
ii ii
II II
ii
II
PLASMA
OUTLET
SMURF 7
(1)LAYEF
\
\
(1) 3/4"
\
\
PLYNOOL
\
BLACK t^
,2x10
\ \
BACKING
\
(TYP)
\
\
— — — %4" PLYWOOD
Lu
a
\
\ \
\
4
\\
\
\
BLANK F
° \
° \
Q
Q
\
\
w/ COAX
° \ \
Z
\ \
SMURF I
° \ \
HAND RAIL @ \ \
° \
°°
34"-3a" \ \
110V DUF
\ \
ABOVE NOSE \
OUTLET
\
OF TREAD
CONNECT °
\
STRINGERS
TO RIM w/
LS50 TYP
AT STAIRS
ADJACENT EXTERIOR
WALLS, CONNECT
STRINGER TO 2x6
STUDS w/ 6" SDS
SCREWS AT EACH
STUD WHERE
POSSIBLE, TYP
ACCESSIBLE SPACE
UNDER STAIRS TO
BE 2" MIN GWB
II II
II II
\ V
0 \
° \
\ loll MIN' LINE OF CURB WHEN
\ TREAD II
° EPTH
RAILING OPT. CHOSEN. \
° a CURB TO BE 5" FROM
\ \ NOSING
O _ „ _,
Fil ° N_
II \
II
II
NOTE: ALL STAIR CONSTRUCTION, ° \
CLEARANCES AND HANDRAIL
LOCATIONS PER IRC SECTION 312. °
I I
1x4 STRONG BACK
TYP STAIR SECTION
OTE: CHECK w/ CONTRACTOR
OR UPGRADE OPTIONS
7011
MIN.
FIREPLACE ELEV. - STONE ONE UNIT IN UPPER RIGHT CORNER
SCALE: N.T.S.
7011
,, MIN.
REPLACE ELEV. - TIE UNIT IN UPPER RIGHT CORNER
SCALE: N.T.S.
7%" MAX RISER HEIGHT.
10" MIN TREAD DEPTH PROVIDE DRAFT STOPPING (GNB
w/ I (%" MIN. R
MAX RADIUSIUS X16') R DEGLASS) OR ASS AT BACK FACE
\\ STAIRS: OF FIREPLACE CAVITY
\
(3) 2x12" STAIR
1 JACKS EA.
° 2x4 THRUST
BLOCK
2x4 FRAMING
ABOVE FIREPLACE
11%II
MIN.
F REPLACE PLAN V EN
45%II R.O.
51_qu
ELECTRIC FIREPLACE INSERT
'ISIMPLIFIRE SF-ALL4B-BK"
2x4 FIREPLACE
NALL FRAMING
a
2xG R.O.,
o ALL SIDES
w
w
w o
X 2x4 FIREPLACE
`y NALL FRAMING
A -A FRArl NG SECTION
SCALE: N.T.S.
—�/ 2x4 FIREPLACE
�— NALL FRAMING
� 0
3
26 R.O.,
0
ALL SIDES
Lll
w O
X 2x4 FIREPLACE
NALL FRAMING
A -A FRAMING SECTION
SCALE: N.T.S.
co
o
CD
CID
CD
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.:
1250
UPPER LEVEL S0. FT:
1431
TOTAL AREA S0. FT.:
2681
GARAGE AREA SO. FT.:
436
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 1'-0'I
514EET CONTENTS
ARCHITECTURAL
DETAILS
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
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
z
'1
z PER PLAN
2x PT JOIST PER PLAN
tii
9
a r HANGER PER PLAN
RIM JOIST PT LEDGER PER PLAN
BUILDING PAPER INSTALLED BEHIND SHEATHING PER PLAN
LEDGER AND PAN SIDING PER PLAN
FLASHING. LAP LEDGER INSTALLED BEFORE SIDING
OVER HOUSE WRAP
w/ BUILDING PAPER BEHIND IT w/ 8"
EXPOSED ON ALL 4 SIDES
I n DECK LEDGER DETAIL
FRONT
CORNER
OF HOUSE
AT GARAGE
N.T.S.
V-0 TO NOSE BIB
3' 4' TO
C.L. OF
PRONTO
BEND ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
HOSE
BIBB
INSTALL
GROUNDING
PROD 12" FROM
PRONTO BEND
FORTIFLASH o/ FLASHING
q" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES t CORNERS.
FLASHING
2x2 TRIM @ PERIMETER
TYP.
OPENING FOR ELEC.
60 MIN. BLDG
METER BOX, FIREPLACE
PAPER BEHIND
DIRECT VENT, RANGE VENT
METER MAIN
DRYER VENT, ETC.
SEE DETAIL W10 FOR MOISTOP INSTALL
INSTRUCTIONS
ELECTRIC METER t
NOSE BIB
LOCATION
(NO
GAS
METER)
SCALE: N.T.S.
FRONT
CORNER
OF HOUSE
AT GARAGE
10-0 TO HOSE BIB
V-0 TO C.L.
OF PRONTO BEND
3' —611 31-011
EDGE TO EDGE TO
EDGE EDGE ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
NOSE
GAS BIBB
METER INSTALL
GROUNDING
ROD 12" FROM —_
PRONTO BEND
FORTIFLASH o/ FLASHING
9" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES t CORNERS.
FLASHING
2x2 TRIM @ PERIMETERLf
TYP.
OPENING FOR ELEC.
60 MIN. BLDG
METER BOX, FIREPLACE
PAPER BEHIND
DIRECT VENT, RANGE VENT,
METER MAIN
DRYER VENT, ETC.
# SEE DETAIL 410 FOR MOISTOP INSTALL INSTRUCTIONS
ELECTRIC $ GAS
METER, NOSE
BIB CLEARANCES
$
LOCATIONS
30%
WATEI
BARR
JOINT
I NSTA
IN MO
CONTF
SIDING
PLAN
SIDING BUTT JO1 NT FLASHING
SCALE: N.T.S.
30# FELT PAPER
STARTER STRIP
FLASHING
GUTTER PER
PLAN ROOF TRUSS
FASCIA PER PLAN
,� FLASH I NG DETAIL EAVE
SCALE: N.T.S.
OVERLAP MIN. 18"
I BLDG. PAPER TYP.
SIDING PER PLAN
2x2 PRIMED TRIM
N� SIDING /INSIDE CORNER
SCALE: N.T.S.
Na11 x 3" LAG SCF
POSITIVELY ATTACE
TO WALL STUDS. l
SCREW TO PENETR/
STUDS I" MIN., TYF
1/3 AND 2/3 HT
HWT. ATTACH w/ I
x 16 GA. STRAP
2/3 HT OF HW-
1/3 HT OF NWT
IP
LINE OF
NERVESTRAL
BEHIND
BOTTOM OF
SIDING
rvrrnln minl ill Im 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 I
EQ. j EQ.
I
I
I
I
FRONT PORCH 0 PATIO
Q.
3'-6" LANDING TYP.
@ 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 THE DIRECTION
OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
2x6 HEARTWOOD CEDAR TRIM
DOOR
LANDING PER PLAN. POUR
THRESHOLD
AGAINST NERVESTRAL
26 HEARTWOOD CEDAR
- - -
TRIM w/ FLASHING @
NERVESTRAL
I
HOUSE INTERSECTION,
-LANDING PER PLAN _
-�!
WHERE OCCURS
(MIN. 3'x3', TYP.)
---
-�" OF Sl'Er'S i 5D by I
LINE OF NERVESTRAL
MUD SILL
SfiE CONDITIONS \ ;
CONC. WALL
SLAB ON GRADE°
SILL A
PER S
GYP. E
EXT W
PLAN
INSULA
(WHER
ij-1 r me,
SEE D38 FOR FRONT DOOR
AND FRONT PORCH DETAIL
EXT. LANDING DETAIL @
SLIDING GLASS DOOR, TYP
SCALE: N.T.S.
/rAI A\IT
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
LEADER
/
ROUGH
OPENING
JAMB \
/SILL \
SILL lt4
FLASHING
BUILDING PAPER TO EXTEND
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
OPENING
PENETRATION PROTECTION • ATTACH FLASHING MATERIAL WITH 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
BTWN ROOF AND SIDING
ROOF SHINGLES
30# FELT TO EXTEND UP
WALL 12" MIN.
7/16" PLYWD. SHEATHING
WINDOW SILL HOOD FRAME NALL
SCALE: N.T.S.
NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES
WATER NEATER (NWT) STRAPS
—" ROOF SHEATHING PER PLAN
ROOF TRUSS
ROOF TO NALL FLASH I NG
SCALE: N.T.S.
GYP. BD.
TRIMMER
KING STU
SEALANT
MOISTOP
DETAIL W
FOR INST.
WINDOW F
SEALANT
TRIM PER
(WHERE AI
I NINDON JAMB DETAIL
LAP SIDING, U.NO. (HOLD 1-1/2"
OFF ADJOINING ROOF)
METAL FLASHING
(MAY BE STEPPED)
BUILDING PAPER ON
SHEATHING (SIDING CUT
AWAY FOR CLARITY)
METAL RAIN DIVERTER (THE
PURPOSE IS TO SHED THE
WATER OFF THE ROOF AND
KEEP IT AWAY FROM THE
VERTICAL WALL BENEATH).
FASCIA PER PLAN w/
GUTTER
SCALE: N.T.S.
r
r
r
/
r r
r
r r
r r �
r r �
/
r /
r
/
*NOTE: SEAL ALL
EXPOSED FASTENERS
DETAIL ROOF/WALL INTERSECTION
CONT. BEAD OF
Ell
ww-Nr
ml�
V, 0'f
BUILDING
BUILDING PAPER
PAPER TYP.
TYP
STEP 2
• ATTACH JAMB STRIPS OF 9" WIDE MOISTOP (OR EQ.).
FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB
OF THE ROUGH OPENING.
• START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6"
ABOVE LOWER EDGE OF HEADER.
\\ LINE
NAIL FLANGE J LNPAPER UUNDERSILSTRIP
STEP 3 STEP 4
• APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME ` APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE
NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL.
• PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE • APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE
INSTALLED JAMB AND SILL t JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF
• NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH.
• STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER
THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND
ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING.
• ADD FORTIFLASH STICK FLASHING @ BOTH SIDES OF WINDOW
• APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING.
• APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST
JAMB FLASHING 2"
STANDARD FLASH I NG MATERIAL APPLICATION AT OPENINGS
SCALE: N.T.S.
INSULATION
(WHERE OCCURS)
ND. FRAME WALL
PER PLAN
7/16" PLYWD. SNEATNING
BLDG. PAPER
SIDING PER PLAN
FORTIFLASH ON ALL
SIDES OF WINDOW
ROOF SHINGLES
PER SPEC.
30# ROOF FELT
7/16" OSB ROOF
SHEATHING
INSULATIO
(WHERE 0
ND. FRAM
PER PLAN
R-10 INSU
BEHIND NI
ALL HDR'E
GYP. BD.
HEADER F
(SEE E
W I NDOt^
7/16" PLYWD. SNEATNING
6" FORTIFLASH 0/ FLASHING
SIDING PER PLAN
BUILDING PAPER
MOISTOP (SEE DETAIL W110
FOR INSTALL)
MIN. 1/4" GAP BTWN SIDING
AND FLASHING
FLASHING TURN DC
1/4" AT EACH END
TRIM PER ELEVATI
(WHERE APPLICABL
SEALANT
WINDOW FRAME
NINDON HEAD DETAIL
SCALE: N.T.S.
STUDS @ 1611oc (NO POSTS/
POINT LOADS ABOVE VENTS)
SIDING PER PLAN
EQ. �, EQ. BOTTOM SILL PLATE -------
3/4" TtG SUBFLOOR
FLASHING
7-1/211x15-1/2" 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
CO
o
CD
Lu
EQ
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 50. FT.:
1250
UPPER LEVEL SQ. FT:
1431
TOTAL AREA S0. FT.:
2681
GARAGE AREA SO. FT.:
436
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 11-011
SHEET CONTENTS:
WATER
INTRUSION
DETAILS
Alo
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
Project Information
Messages / Results'
PLAN NAME BAKER A 2018. BAKER B 2018
PLAN SERIES GLACIER
Review required for custom entries: - Doors
JURISDICTION SNOHOMISH COUNTY
UA Reduction = 16,97, Proposed UA is better than baseline by 6%
UA-reduction meets selected Option 1.3
Contact Information
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 acific ridq 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 (preferred)
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
00
0 300
293
88.0
0 027
1.479
39.9
0 056
2.455
137.5
0 029
1.248
36.2
0 540
0
0.0
0.042
0
0.0
0 570
0
0.0
Proposed Design
U Area UA
0.300
20
&0
0
00
0.276
293
809
0.027
1.479
399
0.054
2.455
132.6
0 025
1.248
31 2
0
0.0
0
0.0
0
00
Baseline UA Total 307.6 Proposed UA Total 290.6
Required Credits 60 Proposed Credits 6 0 from Tables 406.2 and 406.3
UA Percent Reduction 5-5%
UA Reduction 170
If the Proposed UA <_ the Target UA, and the Proposed Credits from Table 406 are >_ those required in Section R406, then the home meets the WSEC.
Table R406.2 Fuel Normalization Credits
Fuel Normalization Total Credits
System No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 (406.2 & 406.3)
For an initial heating system using a heat pump that meets federal standards for the
equipment listed in Table C403.3.2(1)C or C403.3 2(2) OR Air to water heat pump units that
are configured to provide both heating and cooling and are rated in accordance with AHRI
2 550/590 Heat pump with electric resistance or fossil -fuel supplemental heat requires Heat Pump, air-to-air or air to water 1 0 5 0 6 0
compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat". Packaged Terminal Heat
Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December
2020).
R406.3 Energy Credits
Energy
O do No. I Category Sele ns Credits Brief Description of Selected Options*
1 1 Efficient Building Envelope Option 1.; 0 5 U 0.28 Windows / R-38 Floors or R-10 Fully insulated slab. Or 5%
reduction in UA
21 (Air Leakage Control and Efficient Ventilation / I Not Selected I 0 0
High Efficiency HVAC
4 High Efficiency HVAC Distribution System
5 1 1 1 Efficient Water Heating
Option 3.5 1 5 Heat Pump: Air Source with min HSPF of 11
Option 4.2 1 0 Ducts/distribution system in conditioned space per R403 3 7
00
5.2-5 Q I Efficient Water Heating / / I I Option 5. 1 1 2 0 \I NEEA Tier 3 heat pump water heater
6 1 (Renewable Electric Energy / I / (kWh I Not Selected N 0 0
7 1 (Appliance Package / / I Not Selected I \O
N'ONiiAA=N CREBI S
Sy tem
Desr ription of Primary eating Source
Credits
All Otlier Group R-2
2
For an iriiflal tkMsyst6 using al heat pumpi
)Umtm
1 _CI
1 -�l ■
& fe fcWthie, equfpn ent
■
l Iailifabl '' II " I or C40&3L2M■
or
Air, l wade heat pump thist are configuredil tas
b4 heabirg wort g °arid are rated) in
;
a vA tl A , -550159G
•
■
TABLE 4AY&3 00
i G "� ENEC ED111S 1.
GRIt0ff : ■
OPTIONl
DESCFUPT1ON
All Otheir
Grow R-2
1 BUILD iN NVE1LOPE 0PTIO14S 1
[lptlder fi' Tferrie t _. i tP1ni317gjh IL7 may be selected ih tits" cam
s itl+iBii aanzlo >l}�c iarg is usft Se ctid n lWMIA Total UA alturtafte,caber
ased 1L argue UN)l - the regairezi %UA redoctid n
tL�l
Fs rva can�lli nce = based) on Table R407ALI vgtTlil the 11169 lv11iffn
� r
R ■
tipfenestatialn
■
Tenter U = Utz
'■
sl'a sen gif WIG peirrmter srtdl undw entifa slab
Be grade slab R-413 and and eir endslab
b
ampRAnis a based) an Stction 1R:402_1L4 Reduce the Tistal conductive UA
=
3, NIGH F CIENCNIriFiVAC EQ.[Ji MENfif 0P'iflGiUS �
a dsni firam Items 3-1 througo 36 may bieselect3ed in this cam.
`- lr-soune, cntraliydbcted bee pimpwithi merit uirn HSPF of 11_OL, mom.
Tro qualify to daim tlft credit, the balTdmg -t s shall specirythe :
option beftq sells cal and Snail specify tim Yie bft egpierr type and dw
rfitT►irri0R11 �iii�trfertt rTdr°�
■
THERMAL ENVELOPE DETAILS - Proposed Design
Conditioned Floor Area, Proposed Desi n 3,313 sq. ft
Classification Medium Dwelling Unit
Note s
Exterior Doors
Plan
Component
Door
Width
Hei ht
ID
Description
Ref.
U
Qt.
Feet
"""
Feet
Inch
Area
UA
Exempt
Code Baseline, U=0.30
0 30
1
2
6
818
53
FRONT
Fiberglass with 10% glazing
Custom
0 30
1
3
6
8
20
60
0
3
6
8
0
0.0
0
6
8
0
0.0
0
00
0
00
0
00
0
00
0
00
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
Height
Area
UA
Feet
'"`"
Feet
1-h
Sum of Area and UAI 0.0 0
Overhead Glazing Area Weighted U
Vertical Glazing Schedule Rows to Show
15
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Height
Area
UA
Feet
°`"
Feet
° h
Exempt
-
-
1
KITCHEN
U=0.28 (Options la, 1.3, 1.7
Table 406 2
028
1
4
°
3
6
140
3.92
2
NOOK
U=0.28 (Options la, 1.3, 1.7
Table 406 2
0 28
1
6
°
6
t0
41 0
11.48
3
LIVING
U=0.25 (Options 1 b, 1.4
Table 406 21
025
1
8
°
5
°
400
10.00
4
LIVING
U=0.28 (Options 1a, 1.3, 1.7
Table 406.2
0.28
2
2
°
2
°
8.0
2.24
5
BDRM 5
U=0.28 (Options la. 1.3, 1.7
Table 406.2
0.28
2
2
6
4
6
22.5
6.30
6
BDRM 5
U=0.28 (Options la. 1.3, 1.7)
Table 406.2
0.28
2
2
°
2
°
8.0
2.24
7
BDRM 1
U=0.28 (Options 1a, 1.3, 1.7
Table 406 2
028
1
8
°
4
6
360
10.08
8
BDRM 1
U=0.28 (Options la, 1.3, 1.7
Table 406 2
028
2
2
°
2
0
80
2.24
9
BATH 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
4
10
160
4.48
10
BATH 1
U=0.28 (Options la. 1.3, 1.7
Table 4062
028
1
4
°
2
0
80
2.24
11
LOFT
U=0.28 (Options la, 1.3, 1.7
Table 406.2
028
3
2
6
3
6
263
1 7.35
12
TECH
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
16
3
6
17 5
4.90
13
BDRM 4
U=0.28 (Options 1a. 1.3, 1.7
Table 4062
0.28
1
4
°
4
°
16.0
4.48
14
BDRM 3
U=0.28 (Options 1 a, 1.3, 1.7
Table 406
028
11
4
°
4
°
160
448
15
BDRM 2
U=0.28 (Options la, 1.3, 1.7)
1 Table 406
028
11
4
°
4
10
160
4.48
Sum of Area and UA 293.3 80.9
Vertical Glazing Area Weighted U 0.276
Vertical Glazing and Doors Area Weighted U 0.277
Flat/Vaulted Ceilings
Plan
ID
Component
Description
Ref.
Attic
U
Area
UA
R49 blown Attic STD baffled Code Baseline. Option 1.1-1.4
10-7
0 027
1 479
39.9
Sum of Area and UA 1,4791 39.9
Walls Above Grade
Plan
ID
Component
Description
Ref.
Wall
U
Net Area
UA
R21 cavil +RO foam INT 2X6W La Code Baseline 10-5 0 054 2 455 133
»rli alb associated dtrct syst rid _-lnpI- i
there iienl ISieC 7d n 1t 3,T-
r
ILoca" system compoTients iir conditioned crawl) spa -am. issnotpeffnitted i
under OOFUNL
Eleil;trk Tesistanceheat andll ductkms heat pum s are not peimnittedl undil i
thiis Opffdei
ll�uect cDmbustIm heats tg'equipmen� Wl�iAFUE less than t , is ixt
pemiltted undertIft-miyptfanL
To quaft to clam fts credit, the b®Tiling elrmiiti iiSball S OIlUif l' UM i
rn being selected and shall Spe W the heafM equipment type and
shall shawl' the R at im of the twating and cooling eq and) all) the
dluetwodL
o. EF F i 5ENir WIi14Tm HEATfm.G51P'iT4Jlms :
deSe dsptrdm fraTn iteriie ttn>EiU maybe selected inT this caftgoritaml5L 1 nW biwciDmbinedi with arfy(I'
■
�. i Pleating) sytsteml shad) indude ieiamf1 ie Tolfaw ng:
mg
■
:A,
acts heatspump wattierheal er mail lhuatand]�el� �'�ie>rlill at
A'�,% ad.Vancsed waterbeatmgl Sj,Seiffitat(Dnl
:
-der
Filer l? �„ t�iect� heat pitmprwat�rPleat�°��, maeiirsg tote
si�ridaii3� berTfrer m � 1� � wata'err�ieatilrigI sl�c+���, v `� =+
sf111 & ddmestt ftt wMw all l rA& llf one wat erheateris serYirig n SDTp
:
Blain one fteffl4W uA all Tmt grater -xm* lye and mckmiatidel > 9piftl snail bey
kmilatedll vw"tfi pvra irsirs-atrium p ire 7�
To gualtiyr ft tiaiirnl tiiiSf credit„ the Will W"Mit dnm,e silall AMCW„lam
:
o~ benlgl sefected and shall specily ffm w4nrbeater eWpmentt
:
and thie e 4 U IPmerit etfi'cie�
Floor over crawl or exterior
Plan
ID
Component
Description
Ref.
Floor
U
Area
UA
R38 vented Joist 16oc
10-3
0 025
1 248
31
Sum of Area and UA 1,248 31
Slab on Grade less than 2 feet belowgrade)
Plan
ID
Component
Description
Ref.
Slab
F
Slab Perim
FP
Sum of Perimeter and FP 01 0
Below Grade Walls and Slabs
Plan
ID
Component
Description
Ref.
Wall
U
Wall
Area
Wall
UA
Slab
F
Slab Perim
Slab
UA
Sum
of Area, Length and UA 1 01 0,01 1 01 0
Ventilation Requirements
Number of Bedrooms
Run -Time Percent in Each 4-Hour Segment
Is the system Balanced t
Is the system Distributed?
Ventilation Code Section
Whole House Mechanical Ventilation Airflow Rate
5
50%,
Balanced Verify system meets definition of'Balanced Whole -House Ventilation'
Distributed Verify system meets definition of'Distributed Whole -House Ventilation'
IRC, Chapter 15
160 CFM
HVAC Thermal Distribution System
Download RS-33 (2018) htt//www.ener wsu edu/DocumentsiDuct%2OTestinq%2OStandards%2C
Is this a hydronic heating system? w ;
Location of Ducts JConditioncl Space
Location of Air Handler Conditioned S ace
Is Duct Testing Required? No
Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.T
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
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.
BAKER 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
1 BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR
WHOLE HOUSE FAN CFM CALC: 75 CFN x 1.5 = 112.5 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 ►XENTILATION AIRFLOW RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE
Numborof I ¢rgprtr# I
Dwelling Unit
Poor Ams (aquibm teal)
0* 1
2
3
4
S or
AIttlm lre d m
< 5W
30
3D
35
45
so
S01 • 1.0DO
30
35
44
5o
55
9AU1 • i,506
30
40
45
55
50
t.S01 - 2,t740
35
45
,5U
59
65
40
5D
�
65
2.501 -3,Oo0
45
55
60
7u
75
3,t1Dt - a.t
50
6D
GS
75
3,501 -4,1700
56
Bs
70
t3tl
65
4,001 -4,5a0
60
70
75
85
90
4,501 -5.oaD
0
75
ao
sa
as
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.
II. A PROGRAMMABLE THERMOSTAT IS REQUIRED.
M1509.4.3.1 Ventilation quality adjurttment. The mnImLim whole house ventllation fate from Seow 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY
1bUh-4-:iAli M adjusted by the system caoitictenI In rain[e rutlSt}b.4-ilY) based an iM system type
nal meeting the der"lion of a baldncsdwrx))e hwse venfoWlidn system andror not meeting the
defiini ion of a df slribured wflole house ve wlflaffon sysiern.
TABLE M1505-4,3(2)
SYSSTEM C0EFFICIENT (Csyssein)
System Type
Distrlixted
Nat ❑1%trlhuled
B @1anceri
1.0
1.2=
Not balanced
1-25
1
VENTILATION SCHEDULE
I
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
s ALL FANS VENT TO OUTSIDE (V.T.O.)
co
CD
co
co
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.:
1250
UPPER LEVEL 59. FT.:
1431
TOTAL AREA 59. FT.:
2681
GARAGE AREA 50. FT.:
436
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: y11 = 11-01'
SHEET CONTENTS
2018 WSEC
CREDIT OPTIONS
t CALC's
A I I
GENERAL STRUCTURAL NOTES:
CRITERIA:
1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition
1.2 Design Loading Criteria
The Design Loading of the Structure is as follows:
Live Loads (in accordance with IBC Table 1607.1)
Occupancy or Use
Uniform Live
Load
Concentrated
Live Load
Notes
Floor, Residential
40-psf
-
Balconies & Decks
60-psf
-
1.5 x Occupancy Load
Uninhabitable attic, with storage
20-psf
-
Concurrent with Snow Loads
Unihabitable attic, without storage
10-psf
-
Non -concurrent with Snow Loads
Any point, any direction (ASCE 7-16, Section 4.5.1)
Handrails and Guards
-
200-lbs
Wind Design Data
ASCE 7-16, Chapter 28: Simplified Envelope Procedure
Basic Design Wind Speed (3-sec gust), V
100 mph
Risk Catagory
II
Wind Exposure
B
Internal Pressure Coefficient
N/A
Exterior Components and Cladding
25-psf
Topographical Factor, Kt
1.00
Snow Loads
(ASCE 7-16, Chapter 7)
Ground Snow Load, Pg
25-psf
Flat Roof Snow Load, Pf = 0.7 C. Ct IS P9
25-psf
• Snow Exposure Factor, Ce
1.0
* Snow Load Importance Factor, IS
1.0
* Thermal Factor, Ct
1.2
Do not adjust for slope or drift unless noted on the Drawings.
See Drawings for Additional Loading Criteria.
Seismic Design Data
ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure
Risk Catagory
II
Seismic Importance Factor, le
1.0
Mapped Spect. Accel., Short Period, Ss
Mapped Spect. Accel., 1-Sec, S,
1.500
0.500
Site Class
D
Spectral Response Coeff., Short Period, SDs
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,l
Fbx-
Fc1x
Fix
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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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
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