Building Plans;
<
5 OR MORE
;
MAIN FLOOR PLAN
1/4"=1'-O"
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
MAIN FLOOR: 1255 0.PT
6ARA6E : 55 1 SQ .PT
FRONT PORCH: 5di 50.PT
REAR PATIO: 86 0.PT
AGER
AT NON-
ERVICE
604.9
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF t0 MINIMUM -12'
ABOVE DRAIN.
6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED t0
MAXIMUM L-15 G.P.M. FLOW. ALL OTHER LAVATORY
FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW.
-1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE
SAFETY GLASS.
6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
9. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 IN
THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS,
OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH
ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO
BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A
MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
S.D. =SMOKE ALARM -CARBON MONOXIDE COMBO.
G.M.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR d OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2018 IRC E WA. STATE AMENDMENTS
SEC 8315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
8403.53.
12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 PER
WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN
THE GROUND SHALL BE INSULATED TO R-10 WITH
INSULATION DESIGNED TO BE USED BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER 8303.52.
14. GAS PIPING IS t0 BE PROTECTED PER G24151.
WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING 18
LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING
MEMBER FACE TO WHICH WALL, CEILING OR FLOOR
MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE
PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH
OF THE PIPE AND THE FRAMING MEMBER AND THAT
EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE
FRAMING MEMBER WHERE THE FRAMING MEMBER THAT
THE PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD
PLATES SHALL COVER THE FRAMING MEMBER AND
EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM
FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW
THE TOP FRAMING MEMBER
15. ATTIC t CRAWL ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT t0 THE INSULATION ON THE SURROUNDING
SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
11. DRYER DUCT SPECIFIED LENGTH PER SEC 1'11502.4.5.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10.668mm) FROM THE CONNECTION TO THE
TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
ACCORDANCE WITH THE TABLE 1" 11502.4.5.1. THE MAXIMUM
LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC
TABLE R402A.1.1.
19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/
BALLOON FRAME WALLS)
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.43(1) 4
1505.43(2) FOR FAN SIZING AND RUN TIMES
FURNACE TO HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE t0
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
UTILITY ROOM NOTES/MAKE UP Al
PER IRC G2439
1. WHERE THE EXHAUST DUCT IS CONCEALED
WITHIN THE BUILDING CONSTRUCTION AND THE
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
35 FT., THE EQUIVALENT LENGTH OF THE
EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
EXHAUST DUCT CONNECTION PER G243131B.
2. INSTALLATIONS EXHAUSTING MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING HAVING AN AREA OF NOT LESS THAN
100 SQ. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR MEANS PER G243SB.
L - MMT - � = 100 SQ INCH TRANSFER GRILL
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
PLAN NO:
L1 -1255-2R
DATE:
3-28-23
ON
10'-10' 2'-�' 12'-9' 4'-01
5'-4'
6'-2'
5/0X5/0
XO
6/0X
/0 XO
DECO_ COL
EGRESS I EGRESS
I ®
11 ' T
I
P.
B.P.
I
BEDROOM 2 MASTER
I I
z'
BEDROOM
e
110V i 9' CLG,
lO
O
I I
4'-2' S.D.
8D.
Ot
I I
I I
6
I I
I I
I I
7D
---------- N
1
N
- - - - - - - - - - - - - I . �;� 0 MSTR BATH
2 56
1 i 9' CLG. 3 X
Q I N
I I
�; _ -- �� 50 CFM s
GYRD
4 51 Q 3 11'-8'
PATIO
r
O
GONG.
110V
O
X
0
W SD•
in
1 9 21-31
03
tu BEDROOM 3
0
LIN O 0
e
O
0
BATH
50 CFM33
9' CLG. EF.
i
I
0 IGH C.O
X
10'-10'
3'-9'
11'-4'
4'-0'
0
0
61
;n
D I N I N6 ROOM
9' CEILING 0
cn
'n
`4
X
0
I
e
I 6REAT
e
-;5i 8' w ROOM"�
'r
01
0
I1 11.1 9' CEILING dp
EATING BAR
OW �.
DIRECT VENT NATURAL GAS X
METAL FIREPLACE INSTALL
0
MF
PER R SPECS. PROVIDE SINK
'
X
6SQ IN. OUTSIDE AIR KITCHEN TGHEN x
61
LL
Q
VAULTED 0
10EC FM m
in
REFER
X
------
I I �
I I LOOT
I I
L ------J
O,
r
SCEP
r
M
r
2' 0' 3'-6' 1 = 4'-8' 19'-0' FU��j 1110 MAXI
13/81 MIN. SOLID
CORE WALL MOUNTED GAS
BTU/HR
SELF CLOSING
DOOR HOT WATER SYSTEM MIN.
20,059
o
WOOD,STEEL
(ENERGY FACTOR=0.91)
- -
OR 20 MIN.
TED
c
VEHICLE IMPACT
PANASONIC
0
BARRIER
WHISPER
ENTRY
-
QUIET
ONT INUOU
9' CEILING
EXHAUSTT
GARAGE
0
AN OR
O
USE 1/2' GWB ON ALL WARM AND
EQUAL
D
STFUCTURAL
WALLS. (1) LAYER 5/6' TYPE
B
45 CFM
®
'X'
ON CEILINGS. WRAP ALL EXPOSED POSTS
'
W.HF.
AND BEAMS IN 1/2' GWB
6'
W UTI L.2
NO DUCT OPENINGS +EV
X4/
SH
9' CEILING
IN GARAGE.
DUCTS THROUGH CLG OR
GO
ERE
WALL COMMON TO HOUSE,
2/Ox
/0 SH
PORCH
MIN. 26 GAGE STEEL.
61
�
i IGONG.
0
--------------------------
-------
---
--
HEAT DETECTOR
INTERCONNECTED
0
PER 31423
cn
12/0x8/0 0.14. DOOR
BLUE 18
AWG
TR
LANDING
AT
'EXIT' DOOR
2'-3'
2'-3'
1'-10' 1'-4'
WIRE REQUIRED
4'- 6'
NOT TO BE
LOWER
THAN
3'-3'
3'-3'
3'-2'
7'-11' 1'-11,
METAL WATER
PIPING PER
8
UPC
1S INCHES FROM TOP OF
THRESHOLD. (83113.1)
6'-6'
1'-8'
15'-10'
301-01
MAIN FLOOR PLAN
1/4"=1'-O"
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
MAIN FLOOR: 1255 0.PT
6ARA6E : 55 1 SQ .PT
FRONT PORCH: 5di 50.PT
REAR PATIO: 86 0.PT
AGER
AT NON-
ERVICE
604.9
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF t0 MINIMUM -12'
ABOVE DRAIN.
6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED t0
MAXIMUM L-15 G.P.M. FLOW. ALL OTHER LAVATORY
FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW.
-1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE
SAFETY GLASS.
6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
9. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 IN
THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS,
OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH
ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO
BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A
MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
S.D. =SMOKE ALARM -CARBON MONOXIDE COMBO.
G.M.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR d OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2018 IRC E WA. STATE AMENDMENTS
SEC 8315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
8403.53.
12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 PER
WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN
THE GROUND SHALL BE INSULATED TO R-10 WITH
INSULATION DESIGNED TO BE USED BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER 8303.52.
14. GAS PIPING IS t0 BE PROTECTED PER G24151.
WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING 18
LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING
MEMBER FACE TO WHICH WALL, CEILING OR FLOOR
MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE
PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH
OF THE PIPE AND THE FRAMING MEMBER AND THAT
EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE
FRAMING MEMBER WHERE THE FRAMING MEMBER THAT
THE PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD
PLATES SHALL COVER THE FRAMING MEMBER AND
EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM
FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW
THE TOP FRAMING MEMBER
15. ATTIC t CRAWL ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT t0 THE INSULATION ON THE SURROUNDING
SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
11. DRYER DUCT SPECIFIED LENGTH PER SEC 1'11502.4.5.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10.668mm) FROM THE CONNECTION TO THE
TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
ACCORDANCE WITH THE TABLE 1" 11502.4.5.1. THE MAXIMUM
LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC
TABLE R402A.1.1.
19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/
BALLOON FRAME WALLS)
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.43(1) 4
1505.43(2) FOR FAN SIZING AND RUN TIMES
FURNACE TO HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE t0
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
UTILITY ROOM NOTES/MAKE UP Al
PER IRC G2439
1. WHERE THE EXHAUST DUCT IS CONCEALED
WITHIN THE BUILDING CONSTRUCTION AND THE
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
35 FT., THE EQUIVALENT LENGTH OF THE
EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
EXHAUST DUCT CONNECTION PER G243131B.
2. INSTALLATIONS EXHAUSTING MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING HAVING AN AREA OF NOT LESS THAN
100 SQ. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR MEANS PER G243SB.
L - MMT - � = 100 SQ INCH TRANSFER GRILL
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
PLAN NO:
L1 -1255-2R
DATE:
3-28-23
ON
4x4
W/ P
ON 2
W/(2;
4x6 P.T.
W/ EPC2
PBZ 54
FOUNDATION NOTES:
I. ALL FOOTINGS t0 BEAR ON FIRM
UNDISTURBED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED.
3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS
(4x6 At SPLICES) ON 24' DIA, x 8' CONIC.
PADS UNLESS NOTED OTHERWISE.
4. ALL POSTS t0 BE ANCHORED AGAINST
LATERAL MOVEMENT.
5. SOLID BLOCK At ALL POINT LOADS FROM
ABOVE.
6. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH END AND At EACH
SUPPORT, BY SOLID BLOCKING OR BY
ANOTHER APPROVED METHOD.
-1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS.
*CRAWL ACCESS HATCHES OR DOORS SHALL
BE WEATHERSTRIPPED AND INSULATED t0 A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
6. PROVIDE CRAWL SPACE VENTILATION PER
IRC SECTION R408.
*FOUNDATION VENTS SHALL BE PLACED SO
THAT THE TOP OF THE VENT IS BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION.
S. INTERIOR GRADE OF CRAWL SPACE SHALL BE
SLOPED t0 DRAIN AND INSURE THE REMOVAL
OF WATER
10.PREVENT WOOD TO CONC. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. / INDICATES 'SIMPSON' HOLDDOWN.
12. aSEE SHEARWALL SCHEDULE FOR
A ANCHOR BOLT SIZE E
SPACING (SHT SI.0).
I/=A 1 t�UUINL-)14 1 1 SIN /=A I
/=� I IL;
NTS
MIN. 2' AIR SPACE
4' CONC. SLAB
PREVENT WOOD TO CONC. CONTACT W/
CONT. FLASHING OR APPROVED MEMBRANE
STUB 04 BARS INTO
CONC. SLAB m IS' O.C.
USE 3' x 3' x 1/4'
GALVANIZED STEEL
SQUARE PLATE
WASHERS FOR ALL
ANCHOR BOLTS
S007- PLAN
-ONt. DBL. TOP PLATE
Z-10 RIGID INSULATION
SHADED AREA)
4X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
HEADER/INSULATION DETAIL
12kI�
ROOF VENTILATION CALCUL AT I ONS 4 REQU I REMENTS
At LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED BY SAVE VENTING.
VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY t0 THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS
SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION
OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH
CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL
WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN
ROOF FRAMING MEMBERS SHALL CONFORM t0 THE REQUIREMENTS OF SECTION 88021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH
SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND At THE
LOCATION OF THE VENT.
SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS
ROOF OVERFRAME NOTES:
IRC SEC 88023
I. RAFTERS SHALL BE FRAMED t0 2x RIDGE
BOARD PER PLAN. RIDGE BOARD SHALL NOT
BE LESS IN DEPTH THAN THE CUT END OF THE
RAFTER At ALL VALLEYS AND HIPS THERE
SHALL BE A 2x VALLEY OR HIP RAFTER AND
NOT LESS IN DEPTH THAN THE CUT END OF THE
RAFTER (FULL COVERAGE At RIDGE, HIPS AND
VALLEYS).
ROOF FRAMING NOTES:
I. ALL HEADERS t0 BE 4x8 DF *2, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS d WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
2. ALL OTHER TRUSSES:
• SHALL CARRY MANUFACTURERS STAMP.
* SHALL HAVE DESIGN DETAILS AND
SPECIFICATIONS ON SITE FOR FRAME
INSPECTION.
• SHALL BE INSTALLED AND BRACED PER
MANUFACTURERS SPECIFICATIONS PER IRC
SEC. 502.112 AND 802.103 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS At A MINIMUM OF
22'x30' PER IRC SEC. R80-11.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED t0 A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRC SEC.
8806. ALL FRAMING TO COMPLY WITH IRC
SECC RB02.
6. <H I REFER t0 SHEAR WALL SCHEDULE.
-1. STUDS SHALL BE CONTINUOUS FROM THE SOLE
PLATE t0 A SUPPORT AT THE TOP PLATE (DBL.
TOP PLATE OR BEAM/HEADER) PER SEC.
86023 (TWO STORY/BALLOOON FRAME WALLS)
I/Tn= I i—On
MANUFACTURED TRUSSES
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SHALL BE AVAILABLE ON SITE AT TIME OF
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
VENTILATION I I NOTE- I - BEARING OR EXTERIOR WALL
CRAWL SPACE VENTILATION FASTENERS FOR TREATED NOTCH 250, BORING 400.
TOTAL NET FREE AREA WOOD TO BE HOT -DIPPED - 60% BORING IF DOUBLED <
REQ'D 1255/300 = 4.19 SQ. Ft. GALVANIZED, STAINLESS LESS OR EQUAL SUCCESSIVE STUDS.
PROVIDE SCREENED VENTS STEEL, SILICONE, BRONZE - NON-BEARING MAXIMUM NOTCH
FOR VENTILATION OR COPPER 40%, BORING 60%.
VE N T S RE Q E D I I I NCHE O ACE OF STUD N 5/8
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO
L1 -1255-2R
DATE
3-28-23
F__
3
2x6 02 OF STUDS m 16' O.C.
ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH
(3) 16d FRAMING NAILS.
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
WALL ASSEMBLY AND THE BOTTOM PLA'
A SINGLE STUD. INSTALL 2x6 WOOD STUC
HORIZ. AS GROSS -BRACING POSITIONED
MID -HEIGHT OF THE WALL.
Na' TYPE 'X' GWB APPLIED VERTICALLY
W/ HORIZONTAL JOINTS BLOCKED AND
FASTENED W/6d CEMENT COATED llka'
CUP -HEAD DRYWALL NAILS W40915'
SHANK DIA. 4 1/4' HEAD DIA. SPACED 8'
O.C. ALONG STUDS 4 PLATES. EXPOSED
FASTENER HEADS AND WALLBOARD
JOINTS MUST BE TREATED W/(2) COATS
OF GYPSUM COMPOUND. A MIN. 2' PAPER,
PLASTIC OR FIBERGLASS TAPE MUST BE
EMBEDDED IN FIRST LAYER OF
COUMPOUND OVER WALLBOARD JOINTS.
SOLID TIGHT FITTING TRUSS BLOCKING
(SEE DETAIL THIS SHEET FOR SAVE
VENTING)
2X8 FASCIA BOARD
3f6' L"FLAMEBLOCKOFIRE-RATED
OSB SHEATHING W/IBmm PYROTITE
LAMINATE APPLIED TO ONLY ONE FACE
OF WOOD PANEL. SHEATHING MUST BE
INSTALLED VERTICALLY W/HORIZONTAL
JOINTS BLOCKED 4 W/PYROTITE
LAMINATE FACING THE OUTSIDE 4 MUST
BE ATTACHED TO THE STUDS W/1"I8' 6d
COMMON NAILS SPACED 6' O.G. AROUNL
PERIMETER 4 12' O.0 IN THE FIELD.
5112' THICK NOMINAL 3 PGF DENSITY
UNFACED MINERAL FIBER BATT
INSULATION FRICTION FIT BETWEEN THE
WOOD STUDS, GROSS -BRACING 4
TOP/BOTTOM PLATES.
WEATHER BARRIER FASTENED OVER THE
SHEATHING USING SUFFICIENT FASTENERS
TO PREVENT AIR POCKETS IN THE WRAP
EXTERIOR WALL COVERING:
1. FIBER CEMENT BOARD
2. TI -11 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN: NCC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY
1
51
EAVES E WALL WITHIN 5'-0" OF PROPERTY LINE
PER IRC 302 E TABLE 8302.1
2x SCREENED EAVE
VENT BLOCKS W/(4)
21/9' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE 1' MIN.
AIR SPACE.
-xa
ARM 50ARD
No TWO$
IOLD END TRUSS IN 3i(e" PROM PAGE OF WALL)
(a" TYPE X 6105
/I6" LP PL.AMEBL.00K
XTERIOR WALL COVERING:
I. P15ER GEMENT BOARD
2. TI -II SIDING
3. WOOD PISER PANEL
4. GEMENT PLASTER (STUCCO)
5. STEEL SIDING
2X6 WALL STUD
THICKNE99:2-1/6" (PIRW
APPROX. MOW: IPSP (PIRE)
PIKE TEST: UL RI319, 9-12-9b
UL 1 16N U55&
GABLE END P I REWALL METAL
L
LESS THAN WTO THE PROPERTY LINE
GA FILE NO. AF 3640 (GENERIG I HOUR)
ONE LAYER Sia' TYPE X GWB APPLIED
PARALLEL OR AT RIGHT ANGLES TO
EACH SIDE OF MIN 2X3 STUDS, TURNED
FLATWISE, 24' O.G. WITH 6d
CEMENT -COATED NAILS, 1-1ia' LONG,
0.0915 SHANK, 1/4' HEADS, I' O.C.
HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12' ON OPPOSITE SIDED.
NO SCALE
HOUR FIRS -RESISTIVE DETAILS
oL
000
ATTIC
SPACE
MANUF TRUSSES 24'O.C.
SEE ROOF FRAMING PLAN
PINING
FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD SUB-FLR
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING)
CRAWLSPACE
6 MIL VISQUEEN VAPOR
BARRIER THROUGHOUT
CRAWLSPACE.
LAP SPLICES 12' MIN.
W1 IN 3(o"
MIN. 6x6 PT POST
No' TYPE 'X' GWB
SIDING OR TRIM PER PLAN
POST DETAIL FOR STRUCTURES
LESS THAN 5'
FROM PROPERTY LINE
R-461 INSULATION
GREAT ROOM
H16H DENSITY
R-38 INSULATION
BUILDING SECTION
5/a II= 1 -oil
AF50 ROOF VENTS
(50 SQ. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x8 FASCIA BOARD
2x STUDS PER PLAN
SHEATHING
EXTERIOR WALL COVERING
PER PLAN
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE 8302.1
ATTIC VENTILATION
AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED
VENTS SHALL BE IN UPPER PORTION OF VENTILATED
ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR
HIGHEST POINT) WITH THE BALANCE OF REQUIRED
VENTILATION PROVIDED BY SAVE VENTING.
COMPOSITION ROOF W/ 30* INTERWOVEN FELT
ON 1/2' 24/0 PLYWOOD SHEATHING
ALL ROOF FLASHING TO BE MIN. 26 GA
GALV. STEEL.
ROOF DRIP EDGES PER SEC. 89052.8.5
PROVIDE DRIP EDGE AT EAVES 4 GABLES
W/ A MIN. 2' OVERLAP.
TYPICAL EXTERIOR WALL
(2) 2x6 TOP E
2x6 STUDS O IVO.C.
1/2' SHT'G (APA RATED 24/0)
AIR BARRIER
EXTERIOR SIDING
PER ELEVATION
R-21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 60% BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON-BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
FIRE BLOCKING AND DRAFTSTOPPING
PER SEC. 302.11 4 302.12
1. IN CONCEALED SPACES OF STUD
WALLS AND PARTITIONS, INCLUDING
FURRED SPACES AND PARALLEL ROWS
OF STUDS OR STAGGERED STUDS,
AS FOLLOWS:
A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS
B. HORIZONTALLY AT INTERVALS NOT EXCEEDING
10'-0'
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS
OCCUR AT SOFFITS, DROP CEILINGS AND COVE
CEILINGS.
3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP
AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER
STAIRS SHALL COMPLY WITH SEC. 8302.1
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO
L1-1255-2R
DATE
3-28-23
v
MAIN FLOOR ELECTRICAL PLAN
1/4"=1'-O"
ELECTRICAL KEY
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COM50 SMOKE ALARM-
CAR50N MONO. DET. o
110 V W/ 5ATTERY C
BACKUP
GABLE T.V. JACK
PHONE
UNDER COUNTER `� MC
LIGHTS
CCAS OUTLET t
HOSE 5155
EXT. FAN VTOS
HEAT DETECTOR
INTERCONNECTED
PER 31423
(GARAGE)
EV CHARGER
(ELECTRIC VEHICLE)
ONE PER DWELLING
PER SEC 8335 IRC
SMOKE DETECTOR
110 VOLT
PER 314.3
+E V
110V
S.D.
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
L1 -1255-2R
DATE
3-26-23
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATEGORY 11, EXPOSURE B, K A = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
$s = 1.5 - IBC FIGURE 1613.311)
SDs = 1.0, 1E = 1.0, R=6.5
Cs = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE
INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE.
BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION.
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM
SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE
WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/251. ±1.551. BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES
AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
SLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 11
11/2" (15 AND SMALLER)
2" (*6 AND LARGER)
311
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF*2 OR BETTER
2x FRAMING HF*2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE
A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL
HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED WOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1,
AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE
COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND
CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER.
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE
AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED
COLUMNS TOGETHER WITH 16d S 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH
16d .9 8" O.C.
SHEAR WALL&
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN
THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(0) WITH A MINIMUM PANEL EDGE NAILING OF 8d 4v 6"
O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS.
FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR
STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS
FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 CONNECTOR U.N.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd
COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(0) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ed
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
5NEAR WALL 5CbEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5 )
1/2" CDX ad I1 6" O.C. 5/8" Is (00" O.C.
QaII = 230 PLF
1
OR OSB
1/2" CDX ed t1 4" O.G. 5/811,9 32" O.C.
QaII = 350 PLF
OR OSB
SEE DETAIL 12 / 52.0 FOR CONSTRUCTION
REINFORCEMENT MINIMUM
NOTES
1) ALL WALLS DESIGNATED" D11 ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER
TO EXTEND TO WITHIN 1/2" OF SHEATHED SIDE OF BOTTOM PLATE.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 4051. FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 0 12" O.C. STAGGERED.
U
STEM WALL
a
2 7
a
°
ADD "4 f BAR FOR
a STEPS EXCEEDING 2'.
all ° ° ° 2
MAX.
MAX.
LLI,N�
L6
J
U
N
m
W
Q
H
�
W
(
1!_
O
W
�N
1
CONTINUOUS FTG. I' -m"
REINFORCEMENT MINIMUM
1 STEPPED FOOTING DETAIL
SI.O SCALE: 34. = 1'-O"
rn
a�
W
lbd a 16" O.C. SOLE
.p
p
PLATE NAILING.
W
3/4" SUBFLOOR
by
(3) 8d JOIST -TO -TOP
q
MSTC40 HOLDOWN. ALIGN
PLATE UNA. MAINTAIN
WITH EMBEDDED STHD
MIN. 111/2" END DISTANCE.
TYPE HOLDOWN BELOW.
n
o
�V
U
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
.5
U
BLOCKING
2 x 6 STUD a 16" O.C. USE
■
SHEAR ALLS 4 WO DOWNS. 6'-m"
bt
2x PT SILL w/ 5/8"4ANCHOR MAX
SHEATHING 4 NAILING
BOLT 4 3" x 3" x 1/4" WASHER
PER PLAN. MATCH WALL
AT V -m" O.C. LIAO.
0
ABOVE UN o.(ALT.
MASA a 48" O c)
41
FINISH GRADE
In
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR a 10" OL. - HORIZ
(36"
04 BAR s 16" OAC. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (18"
MK)
4�
ITYP OF 2)
r.t
�
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
51.0 SCALE: 34= ■ 1'-O"
GOI=YRIGHT 2023, 5EGA ENGINEER5
W
U�
0
.. 0
m
cc
0
a
b
a
cq
0
cq
w
w
co
0
cq
cq
JOB 16-00-7
'/z" RATED SHEATHING
Sd 6 6" O.C. 2x BLOCKING w/ (3) ad
ad a 6 O.C. (LENGTH OF TRUSS) O.C. 6" O.C. TOE -NAIL t0 4x BEAM
(4" O.G. a SIM.) ~
z4 SUBFLOOR PER PLAN (2) ad TO JOISTS.
RATED SHEATHING ( f&) @ N w
STAGGERED SHEATHING JOIST PER PLAN _
PER PLAN. EXTEND OVER
2x VENTED BLOCKING. H1 FRAMING ANCHOR 2x4 wl l8) lbd At
m ff
EACH TRUSS. USE H10A-2 NOTE: 6� LLO
At DBL TRUSS. GABLE END TRUSS. �1 MAXIMUM LATERAL BEAM PLICE. W
ad 6" O.C. 1 2x BLOCKING AT 2x4 GUSSET EA (NOT A METAL CAP)
LOAD IN EITHER TRUSS, PANEL EDGE SIDE w/ (8)16d U 73
N
V 2 3,950 LBS. (ALT. METAL CAP) p N
A356 48 O.C. 2x NAILER w/ 16d
DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM.) 4" O.C. t0 TRUSS 4x4 Pt POST
TRUSS PER PLAN SPLICE 4 -0 MIN. � NAIL w/ 2x BRACE PER TRUSS SUPPLIER ++
2x VENTED BLOCKING. (4x6 AT SPLICE)
END NAIL t0 TRUSS � DBL 2x TOP PLATE. LAP SPLICE 16d 6 6" O.C. STAGGERED. OR G 48" O.C. SECURE w/ TRUSS PER PLAN MAB ANCHOR
EACH END w/ l2) ad, 4'-0" MIN. � NAIL w/ 16d -9 4" O.C. A34 EACH END. IB
STAGGERED. ADD LSTA24 TO (ALT. A34 ANCHOR MIN.
WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING NAILING LI/z" PLYWOOD (24ii6) wl (2) ROWS TWO SIDES) 12"
PER PLAN OR SCHEDULE.J14 PER PLAN OR SHEAR 2x FRAMING PER PLAN. ad 4" O.C. t0 TOP PLATE FTG PER PLAN o MIN. 03
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIM.) ad 4 O.C. EDGE NAILING > D o a�
o
MEMBER OR BLOCKING
SHEATHING 4 NAILING FINISH GRADE o w
PER PLAN\7. w a
�o.01
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GA5LE END 3 INTERIOR 5HEAR WALL TRU55 r4 FLOOR FRAMING AT CRAWL 513ACE
cc
s2 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" S2 0 SCALE: P = I'-0" 52 0 SCALE: P = I'-0"
o
2x STUD PER PLAN. USE MINIMUM o
2x STUD PER PLAN. USE SHEATHING 4 NAILING •�
u U o
DBL OR 3x STUD 6 HOEDOWN. PER PLAN OR SCHEDULE DB D � D R
I� WALLS AND HOLDOUINS. SEE SHEAR FRAMING 4 SHEATHING PER a
2x Pt SILL w/ ANCHOR BOLI WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME 5/s 4 ANCHOR BOLT w/ 3 x 3 x 1/4 0 co
16d � 16 O.C. SOLE � �
SHEATHING NAILING 3" x 3" x 1/4" GALV. WASHER SEE PLATE NAI 3/4�� SUBFLOOR PANEL PER PLAN. (12/520) GALVANIZED PLATE WASHER � o
JOIST PER PLAN
co
PER PLAN OR SCHEDULE
SCHEDULE FOR SIZE AND SPACING. 2x Pt SILL w/ (2) 2x HAILERS
USE 5/s"O 9 60" O.C. U.N.O.
4" SLAB ON GRADE OVER rn a
6" MIN. ° MIN. 6 MIL VAPOR BARRIER a
FINISH GRADE OR �3
cQ
12" MAX. SLAB ON G DE ° ° 04 BAR - HORIZONTAL i a
..q
= cq
SLAB ON GRADE PER PLAN A-4
4 BAR - HORIZONTAL 6" MIN. (NOT 's S.O.G.)
OVER 6 MIL VAPOR BARRIER j 2x Pt SILL STHD HOLDOUN a w
I'-6" STHD NOLDOUN ° a ON COMPACT BASE. FINISH GRADE 12 MAX• `'ANCHOR BOLI w/ 3"x3x�/4" GALV. PER PLANa i--�--4 PER PLAN 15.0. SIM.)`�� WASHER SEE SCHEDULE FOR SIZE cQMIN, sd #41BAR's 24 O.C. - VERTICAL 4 i$AR 24" O.C. -a a #4 BAR CONI. - TYP.
- VERTICAL SPACING. USE 5/s"O �' 60" O.C. MIN. #4 BAR 24" O.G. -VERT.
GilI'-6" MIN.
O 4'-0" MAX. STHD HOLDOUN
(oil �—
6" #4 BAR CONT. 6„ PER PLAN.
(8" t1 SIM.) O
8 ..
(oil 04 BAR CONT. I' 8
I'-0"
s 0::
FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT CRAWL SPACE l FOUNDATION AT OVERHEAD GARAGE DOOR
2.0
SCALE: I I -0
" - " S2 0 SCALE: P = I'-0" 52.0 SCALE: I" = V-0" _
L6TA24 STRAP
(FAR SIDE) 16„
2x TOP PLATE 00 MINIMUM NAIL SHEATHING t0 NDR
NDR PER PLAN. EXTEND w/ ad 6 3" O.C. EACH WAY.
OVER PANEL t0 KING STUD. (6)16d KING SCUD t0
HEADER
�...... .
M•
2x KING STUD w/ 2x
FASTEN TOP PLATE t0 f CRIPPLE STUD
HEADER w/ (2) ROWS }
16d At 3" O.C. : +, 4x BLOCKING s MIDDLE
}� 24" IF REQUIRED.00
(�
10'-0" MAX. `!'�:a �;
(8'-0" Is SIM) '+
i �•;
:i +; /z" RATED SHEATHING (24/0 EXP V.
+ NAIL w/ (2) ROWS ad 's 3" O.C. AT
`! '' PANEL EDGES.
(2) 2x CRIPPLE :j ++ +!
STUDS. .,
.i �.; LH u
.! 1 (2) 2x PLATE. (NAIL
.! ;` SHT'G t0 EA PLATE)
.; A
:!
TOP OF STEM WALL
n
W_
ELEV. VARIES I � W
STND14 HOEDOWN UNO. 2x PT SILL
\(2) 5/8"O ANCHOR BOLT w/ MIN.
_7 EMBEDMENT 4 3" x 3" x I/4"
GALVANIZED iE WASHER
FOUNDATION PER PLAN.
MIN. 8" THICK STEM WALL w/
04 BAR HORIZ. TOP 4 BOTTOM.
12 PORTAL FRAME PANEL
82.0 SCALE: NONE
5
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- 01,
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JOS 18-00-1