20190019 PLANS - LS2-2472-2R (2015 IRC) 4-5-18;
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R IRC I-1 /
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 TO
MINIMUM -12" ABOVE DRAIN.
6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED
TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM
1.0 G.P.M FLOW.
7. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO
BE SAFETY GLASS.
8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OF
FLOOR TO BE SAFETY GLASS
9. SMOKE ALARMS - TO BE INSTALLED PER SEC
8314.3 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.
AS.
® - =SMOKE ALARM -CARBON MONOXIDE COMBO
G.M.
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR 8 OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2015 IRC 6 WA. STATE
AMENDMENTS SEC 8315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER
WSEC 8403.5.3.
12. ALL DUCTS 8 EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF
R-8 PER WSEC R403.3.1. 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 R303.5.2.
14. GAS PIPING IS TO BE PROTECTED PER G24151.
WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING IS
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 TO 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.
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FLOORING
TRANSITION
4' -OP 5'-9"
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LANDING AT "EXIT" DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF I' -8J. " 2'-10" 2'-10" 1'-8"
THRESHOLD. (8311.3.1)
9'-0"
4TCHE5 OR DOORS
SHALL BE WEATHERSTRIPPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE
SURROUNDING SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE 8 WITH LABEL AFFIXED TO CONTROL
THAT READS "WHOLE HOUSE VENTILATION" (SEE
OPERATING INSTRUCTIONS)
1-1. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10.6(o8mm) 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 M1502.4.5.1. 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 2015 WSEC TABLE 8402.4.1.1.
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GREAT
9' CEILING
DIRECT VENT NATURAL CTAS
METAL FIREPLACE INSTALL
PER MFR SPECS. PROVIDE
6" SQ. IN. OUTSIDE AIR
19'-2"
ER STAIR v
OTECT I ON
R3021
EN E E5515LE
S W/ 1/2" G.W.B. 19'-O"
GARAGE
USE 1/2" GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8" TYPE
"X" ON CEILINGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2" GWB
NO DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLCD OR
6i WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
- - - - r- - - - - - -
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FLOOR LINE ABOVE
L- - - - - - - - - --
m
16/0x8/0 O.H� DOOR 16'-3" R.O.
4X4 PT POST
WRAPPED TO
TAPERED COLUMN
w/ 20" SQ. BASE
(3) PLACES
9'-0
7O7AL
REAR FORTH
�RON7 f=OR(f,,H
UTILITY ROOM NOTES/MAKE UP AIR:
PER IRC G2439
I. 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 G24391.5.
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 G2439.5.
C ::i = 100 SQ INCH TRANSFER GRILL
9' 11
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BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.9
INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE
STAIRWAY HAS SIX OR MORE RISERS.
EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
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BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.9
INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE
STAIRWAY HAS SIX OR MORE RISERS.
EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
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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:
LS2-2472-2R
Date:
3-20-18
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AFFO-111111rol
MIN. 2" AIR SPACE
4" CONC. SLAB
PREVENT WOOD TO CONC. CONTACT W/
CONT. FLASHING OR APPROVED MEMBRANE
STUB 1*4 BARS INTO
GONG. SLAB a IS" O.G.
FOUNDATION NOTES:
I. ALL FOOTINGS TO BEAR ON FIRM
UNDISTUR5ED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO 5E
PRESSURE TREATED.
3. ALL BEAMS TO 5E 4x10 DFL *2 ON 4x4 POSTS
(4x6 AT SPLICES) ON 24" DIA. x 5" CONC.
PADS UNLESS NOTED OTHERWISE.
4. ALL POSTS TO 5E ANCHORED AGAINST
LATERAL MOVEMENT.
5. SOLID BLOCK AT ALL POINT LOADS FROM
ABOVE.
6. FLOOR JOISTS SHOULD 5E SUPPORTED
LATERALLY AT EACH END AND AT EACH
SUPPORT, 5Y SOLID 5LOCKING OR 5Y
ANOTHER APPROVED METHOD.
1. PROVIDE MINIMUM IS" -24" CRAWL ACCESS.
*CRAWL ACCESS HATCHES OR DOORS SHALL
5E WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE CRAWL SPACE VENTILATION PER
IRC SECTION R405.
*FOUNDATION VENTS SHALL 5E PLACED SO
THAT THE TOP OF THE VENT IS BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION.
9. INTERIOR GRADE OF CRAWL SPACE SHALL
5E SLOPED TO DRAIN AND INSURE THE
REMOVAL OF WATER.
10.PREVENT WOOD TO CONC. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
II. INDICATES 'SIMPSON' HOLDDOWN.
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE
SPACING (SHT 51.0).
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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:
LS2-2472-2R
F_ Date:
4-5-18
APPLIANCES IN ATI
PER 2015 IRC M1305.1.3
I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR
AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST
APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN
20 FT LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING
TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN
ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE
NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL
SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING
DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES, AND LARGE ENOUGH
TO ALLOW REMOVAL OF THE LARGEST APPLIANCE.
EXCEPTIONS:
1. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE
APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING.
2. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6
FT HIGH AND 22 INCHES WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL
BE NOT MORE THAN 5O FT LONG.
2. ELECTRICAL REQUIREMENTS M1305.1.3.1. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT
THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED
AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 39. EXPOSED
LAMPS SHALL BE PROTECTED FROM DAMAGE BY LOCATION OR LAMP GUARDS.
3. PROVIDE 2x12 PLATFORM W/ 2-LAYER5 394" PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS
THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM.
(1 -LAYER OF R-38 HIGH DENSITY (10-1/4") 4 I -LAYER R-11 (3-1/2").
4. NO AIR CONDITIONING TO BE INSTALLED IN ATTIC.
5. PROVIDE GALVANIZED MT. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE
FROM FURNACE TO EXTERIOR FOR DRAINAGE.
6. SOLID FUEL -BURNING APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR IN
ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER IRC
M1-101.1.
-1. FOLLOW MANUFACTURER'S INSTALLATION TO PLATFORM FOR SEISMIC SUPPORT.
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AT LEAST 409.4 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 EAVE VENTING.
VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE GROSS 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 TO THE REQUIREMENTS OF SECTION 88021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
MINIMUM VENT AREA PER SEC. 8806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. RSO6.3 - WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A I -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
LSTA36 - HDR 4 SILL L5TA36 - HDR 4 SILL
TO 3x BLOCKING._ �I? PTO 3x BLOCKING._
11 11(TYR ? Ri Ar=S> (TYF= i arms �
8 (TYP. 2 PLACES)
S2.O
ROOF OVERFRAME NOTES:
IRC SEC R802.3
I. RAFTERS SHALL BE FRAMED TO 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 TO BE 4x8 DF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 4 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 SPEC IFIGATIONS.
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"x3O' PER IRC SEC. RSO7.1.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRC SEC.
8806. ALL FRAMING TO COMPLY WITH IRC
SEC 8802.
6. \ REFER TO SHEAR WALL SCHEDULE.
/.411=11-011
411=11_011
;ONT. DBL. TOP PLATE
HEADER/INSULATION DETAIL
NTS
FRAMING NOTES:
I. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/Sd NAILS a 24"
O.C. NAILED TOP 4 BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 DF *2, UNLESS
Z-10 RIGID INSULATION NOTED OTHERWISE. HEADERS AT EXTERIOR
D EXTERIOR SIDE OF WALL WALLS 4 WARM WALLS TO BE INSULATED
SHADED AREA) W/R-10 RIGID INSULATION.
4X HEADER 3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH AND AT EACH SUPPORT
BY SOLID BLOCKING OR BY ANOTHER
KING STUD APPROVED METHOD.
EXTERIOR PLYWOOD 5. MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
TRIMMER 6. \ REFER TO SHEAR WALL SCHEDULE.
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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:
LS2-2472-2R
F_ Date:
4-5-18
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2x6 1'2 OF STUDS 6 16' O.C.
ATTACH STUDS TO TOP 4 BOTTOM PLATE
(3) 16d FRAMING NAILS.
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED HORIZ. AT THE TOP OF THE G
WALL ASSEMBLY AND THE BOTTOM PLA
A SINGLE STUD. INSTALL 2x6 WOOD STUC
HORIZ. AS GROSS -BRACING POSITIONED
MID -HEIGHT OF THE WALL.
V TYPE 'X' GWB APPLIED VERTICALLY
W/ HORIZONTAL JOINTS BLOCKED AND
FASTENED W/6d CEMENT COATED 1l/8'
CUP -HEAD DRYWALL NAILS W/.0915'
SHANK DIA. 4 1/4' HEAD DIA. SPACED 6'
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 EAVE
VENTING)
2X8 FASCIA BOARD
7%' LP® FLAMEBLOCK® FIRE -RATED
OSB SHEATHING W/1.5mm 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/11/8' 6d
COMMON NAILS SPACED 6' O.G. AROUND
PERIMETER 4 12' O.0 IN THE FIELD.
51/2' 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:
I. FIBER CEMENT BOARD
2. Tl -I1 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN: (ICC -ES REPORT - ESR -136 5) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY
FIRE BLOCKING AND DRAFTSTOPPINI
PER SECTION 8302.11 • R302.12
I. IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED STUD:
FOLLOWS:
A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS
B. HORIZONTALLY AT INTERVALS NOT EXCEEDING
2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALEI
VERTICAL AND HORIZONTAL SPACES SUCH AS OC(
AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONCEALED SPACES AT STAIR STRINGERS AT T
TOP AND BOTTOM OF THE RUN. ENCLOSED SPACE:
UNDER STAIRS SHALL COMPLY WITH SEC. 83021.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CARL
AND WIRES AT CEILING AND FLOOR LEVEL, WITH Al'
APPROVED MATERIAL TO RESIST THE FREE PASS
OF FLAME AND PRODUCTS OF COMBUSTION.
EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE 8302.1
NO SCALE
HOUR FIRE-RE51571\/E DETAILS
W1 IN 3ro"
MIN. 6x6 PT POST
V LP® FLAMEBLOCKO FIRE -RATED
DSB SHEATHING
�)R No' TYPE 'X' GWB SHEATHING
SIDING OR TRIM PER PLAN
POST DETAIL FOR STRUCTURES
LESS THAN 5'
FROM PROPERTY LINE
AF50 ROOF VENTS
(50 SQ. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x8 FASCIA BOARD
2x STUDS PER PLAN
7W6' SHEATHING
EXTERIOR WALL COVERING
PER PLAN
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE 8302.1
STAIR NOTES:
PER IRC 8311.1
• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
BOTTOM.
• ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SPHERE SHALL -
CONSTRUCTION NOT PASS THROUGH
MAXIMUM RISE TO BE 1-3/4'.
MINIMUM RUN TO BE 10'.
• MINIMUM HEAD HEIGHT TO BE V-8'.
• MINIMUM STAIR WIDTH TO BE 36'.
PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
TREAD.
• PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED
WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES
• MIN. 36' HIGH W/ CLEAR SPACE PER 8312.1.1 AND 831212
HANDGRIP PORTION OF HANDRAIL SHALL BE
NOT LESS 1 1/4' NOR MORE THAN 2' IN
CROSS SECTIONAL DIM.
• WINDING TREADS
PER IRC R311.1BZ
SPIRAL STAIRS
PROVIDE MM 1 1/2' RUN e A POINT 12'
FROM WHERE TREAD IS NARROWEST
PER IRC 8311.110.1
i12
co `�
HANDRAILS WILL BE RETUNED
OR SHALL TERMINATE IN NEWEL POST
OR SAFETY TERMINALS PER IRC 8311.1.8.2
HANDRAIL TO BE PRESENT ON
ON AT LEAST ONE SIDE OF STAIR
HANDGRIP PORTION OF HANDRAILS
SHALL HAVE CIRCULAR CROSS SECTION
OF 11/4' MIN. i 2' MAX. EDGES SHALL HAVE
A MIN. RADIUS OF k,'.
4 C, ALL REQUIRED GUARDRAILS TO BE 36'
MIN. IN HEIGHT.
OPENINGS FOR REQUIRED GUARDS ON
THE SIDES OF STAIR TREADS SHALL NOT
ALLOW A SPI -ERE 4 INCHES (102mm) TO PASS THROUGH.
PER 831213
N0811s I� MAX
6' SPHERE UNABLE
TO PASS THROUGH OPENING
BELOW STAIR INSTALL U2'
GWB * CEILING, AND WALLS
(3) 2X12 STRINGERS
AL STAIR DETAIL AND NOTES
LAI- OrL1C.t0 19- MIN.
ARE THAN 50% OF REQUIRED
'ER PORTION OF VENTILATED
THAN 3' BELOW THE RIDGE OR
E BALANCE OF REQUIRED
) BY EAVE VENTING.
ERWOVEN FELT
41NG
4.26 GA
?905.2.8.5
ES 4 GABLES
2x SCREENED EAVE
VENT BLOCKS W/(4)
21/8' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE 1' MIN.
AIR SPACE.
CAL EXTERIOR WALL:
:6 TOP PLATES
STUDS 0 16' O.C.
BOTTOM PLATE
5WT'G (APA RATED 24/0)
BARRIER
:RIOR SIDING PER ELEV.
INSULATION W/ CONT.
OR BARRIER
i6l SIDE)
' YP. BD
STUD NOTCHING
AND BORING
AIRING OR EXTERIOR WALL
fCH 25%, BORING 40%.
% BORING IF DOUBLED 4
56 OR EQUAL SUCCESSIVE STUDS.
N -BEARING MAXIMUM NOTCH
P., BORING 60%.
LES NO CLOSER THAN 5/8
H TO FACE OF STUD.
TL INE
(DATION DRAIN:
IA. PERF. PIPE
GRAVEL FILL
o W/ FILTER FABRIC
NO
rZ
t
0-4
Q) a
FIRE 5LOCKMG • MID -SPAN AND
z M
M STUD WALLS ALONG AND M LINE
CONT. HANDRAIL 34'-38'
WITH STRMGE88 IF AREA UNDER
ABOVE TREAD NOSING. /
2x4 THRUST BLOCK STAIRS IS UNFINISHED
PICKETS PER IRC
ON OPEN SIDE
y
dd y N
Z"
INTERIOR
a
�
o
N
DECK
1' PT RISERS /
JOISTS PER PLAN
i
DBL JST
P.T. 2X12
TREADS
HU212
TO SYRINGE
MTL. HANGERS
AT EA. STRINGER
\ 3-2X12 P.T. STRINGERS
6'X IDI MIN.
OIC PNAD
-EXT
RIO R
\
HL 35
///
AL STAIR DETAIL AND NOTES
LAI- OrL1C.t0 19- MIN.
ARE THAN 50% OF REQUIRED
'ER PORTION OF VENTILATED
THAN 3' BELOW THE RIDGE OR
E BALANCE OF REQUIRED
) BY EAVE VENTING.
ERWOVEN FELT
41NG
4.26 GA
?905.2.8.5
ES 4 GABLES
2x SCREENED EAVE
VENT BLOCKS W/(4)
21/8' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE 1' MIN.
AIR SPACE.
CAL EXTERIOR WALL:
:6 TOP PLATES
STUDS 0 16' O.C.
BOTTOM PLATE
5WT'G (APA RATED 24/0)
BARRIER
:RIOR SIDING PER ELEV.
INSULATION W/ CONT.
OR BARRIER
i6l SIDE)
' YP. BD
STUD NOTCHING
AND BORING
AIRING OR EXTERIOR WALL
fCH 25%, BORING 40%.
% BORING IF DOUBLED 4
56 OR EQUAL SUCCESSIVE STUDS.
N -BEARING MAXIMUM NOTCH
P., BORING 60%.
LES NO CLOSER THAN 5/8
H TO FACE OF STUD.
TL INE
(DATION DRAIN:
IA. PERF. PIPE
GRAVEL FILL
o W/ FILTER FABRIC
NO
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:
LS2-2472-2R
Date:
4-5-16
�7
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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:
LS2-2472-2R
Date:
4-5-16
�7
UPPER FLOOiZ F.LEGTRIGAL
MAIN FLOOiZ ELECTRICAL
1/411= I' -O II
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHEF;r= THE
STAIRWAY HAS SIX OR MORE RISERS.
EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
N11
ELECTRICAL KEY
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET. DO 110 V W/ BATTERY
BACKUP
CABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
Y ~C
GAS OUTLET
T
HOSE BIBS
4
EXT. FAN VTOS
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:
LS2-2472-2R
F_ Date:
4-5-18
LJ
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♦
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:
LS2-2472-2R
F_ Date:
4-5-18
LJ
OIL
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD
DEAD LOAD
FLOOR
LIVE LOAD
DEAD LOAD
25 PSF (SNOW)
15 PSF
40 PSF (RESIDENTIAL)
10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kz, = 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 1613.3(1)
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, 2015 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 PC = 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 41/2% ilB% 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
1'/2" (05 AND SMALLER)
2" (*6 AND LARGER)
3..
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. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN
ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" 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 UN.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
U.N.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
PARALLEL STRAND LUMBER (PSL):
PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED
EQUIVALENT (Fb = 2,900 PSI, E = 2.0 x 10(o PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE
STANDARDS SET FORTH IN E5R-1381. BEARING LENGTH SHALL NOT BE LESS THAN 13/4". 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 4x8
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. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL
BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER
SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d tv 8" O.C.
SHEAR WALLS:
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(o) WITH A MINIMUM PANEL EDGE
NAILING OF ed a b" 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 HOT -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 m 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' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE
JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL
AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.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 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED
EDGES AND ed COMMON OR GALVANIZED BOX NAILS AT 12" O.G. AT INTERIOR SUPPORTS. APPLY 1/2"
RATED SHEATHING (24/1(o) 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 AND LOADS SHALL BE IN ACCORDANCE WITH THE
RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION
DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE
BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR
TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY
IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 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
SHEAR LULL SCNEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (U
ANCHOR
BOLTS (3)
REMARKS (4, 5)
'/2" CDX
Sd a 6" O.C.
5/8" 6 60" O.C.
Qa11 = 230 PLF
OR OSB
1/2 11 CDX
Sd a 4" O.C.
Nall tv 3211 O.C.
Qa I I = 350 PLF
OR OSB
'/2" CDX
8d a 3" O.C.
5/8" 6 1(0" O.C.
QaII = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES 4
STAGGER NAILS
R
SEE DETAIL
12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" D" 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 AI53.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY 5IMP50N 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 1" 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 AI53.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH IBC SECTION 23063.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od a 12" O.C. STAGGERED.
LSTA36 - HDR 4 SILL,
TO 3x BLOCKING.
MP. 2 PLACES)
LSTA36 - HDR 4 SILL
TO 3x BLOCKING:
MR 2 PLACES)
LSTA36 -HDR 4 SILL
TO 3x BLOCKING:
(TYP. 2 PLACES)
LSTA_% - HDR 4 SILL
v
STEM WALL
a
4
4
a
° V2
all ° ° _� °
I MAX.
CONTINUOUS FTG._/
MINIMUM
REINFORCEMENt
I STEPPED FOOTING DETAIL
SI0 SCALE: 34' : P-0"
MSTC40 HOLDOWK ALIGN
WITH EMBEDDED STHD
TYPE HOLDOWN BELOW.
SHEATHING 4 NAILING PER PLAN.
SPLICE TO OCCUR ON COMMMON
MEMBER OR BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE URO.
FINISH GRADE
rA
16d a 16" O.C. SOLE
PLATE NAILING.
3/4" SUBFLOOR
/—(3) 8d JOIST -TO -TOP
PLATE URO. MAINTAIN
4-4 MIN. I1/2" END DISTANCE.
2 x 6 STUD a 16" O.C. USE
-DBL STUD 9 ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x NAILER AND PT SILL w/ s/s"OMS"
_ ANCHOR BOLT 4 3" x 3" x 1/4"
WASHER AT V-0" O.G. UNA.
(ALT. MASA a 48" O.C.)
_ STHD TYPE HOLDOWN
PER PLAN.
04 BAR 0 10" O.C. - HORIZ
—04LBAR a 16" OC. - VERT. M
FINISH GRADE
04 BAR CONTINUOUS MINIMUM
(TYP OF 2)
o v
�D
0
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SPLICE 4'-0" MIN. 4 NAIL w/
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O.C. STAGGERED. 2x STUD PER PLAN PER PLAN.
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NOTE: INSTALL CONNECTOR PRIOR
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SHEATHING 4 NAILING PER SEE ARCH FOR FLASHING SOLE PLATE NAILING. 16d S" O.C. SOLE a" ~
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LSCA STRAP PER
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SHEATHING NAILING PER PLATE NAILING. FRAMING ANCHOR AT SHEATHING NAILING 8 5HE,4R WALL FORCE TRANSFER DETAIL
PLAN OR SCHEDULE. 6" O.C. TO TOP PLATE.
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SCHEDULE 3/4 " SUBFLOOR
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PER PL DBL OVER PANEL t0 KING STUD. 1�
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2x FRAMING PER PLAN. ' ' ' ; ; 1. FASTEN COP PLACE t0 HEADER ��
MSTC HOEDOWN PER (BEAM At SIM.) ::
PLAN BEYOND.
BEAM PER PLAN w/ (2) ROWS 16d AT 3" O.C. LLI
(2) 2x SCUDS (TYP.)
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e FRAMING ,AT INTERIOR 5HEAR WALL 10 FRAMING AT INTERIOR SHEAR WALL 11 5HEAR WALL FRAMING AT FLUSH SEAM —A -A
s2 0 SCALE: I _ I 0 s2.0 SCALE: I _ 1 0 .: 4x BLOCKING 9 MIDDLE
52 0 SCALE: I" = I'-0" " - " " "
24" IF REQUIRED./
ad 6" O.C. 2x BLOCKING w/ (3) ad 16d 16" O.C. SOLE 10'-0" —
TOE -NAIL t0 4x BEAM 4 2x STUD PER PLAN. USE MINIMUM 2x STUD PER PLAN. USE DBL MAXIMUM * �1 +'+ + III
PLATE NAILING. I';
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WALLS 4 HOLDOWNS. SEE SHEAR PLAN OR SCHEDULE HOEDOWNS. SEE SHEAR WALL I' ;:! NAIL L (2) ROWS ad � 3 O.C. At
JOIST PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" SCHEDULE FOR 3x STUDS. PANEL EDGES.
SHEATHING NAILING PER WASHER SEE SCHEDULE FOR 2x Pt SILL w/ ANCHOR BOLI S AN FOR t0 OF !' yli
SIZE 4 SPACING -USE Ne"O AT 4 3" x 3" x 1/4 WASHER PER EE PL R P ..i I.;
PLAN. SPLICE t0 OCCUR CONCRETE At 61MILAR !+ ��� (2) 2x PLATE. (NAIL
ON COMMON MEMBER
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(S.O.G. SIM.) I SLAB ON GRADE ! S D HOLDOWN UNO. 5
MAB ANCHOR 18�I #41 BAR s 24" O.C. - VERT. (2) /8 � ANCHOR BOLT w/ MIN.
(ALT. A34 ANCHOR MIN. STHD HOLDOWN-_,,---_______
OLDOWN ° 4 BAR - HORIZ.
\_7 EMBEDMENT 4 3" x 3" x I/4"
TWO SIDES) 1211 I'-6" MIN GALVANIZED lE WASHER
PER P
1'-6" MIN. a #4!BAR 24" O.C. - VERTICAL FOUNDATION PER PLAN.
FTG PER PLAN –\ ° ° MIN. 2'-6" MAX. � D �, � ° 04 BAR CONTINUOUS � MIN. S" THICK STEM WALL w/
$�� '� $ #4 BAR HORIZ. TOP 4 BOTTOM.
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12 PORTAL FRAME PANEL
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13 FLOOR FRAMING ,AT CRAWL 5PACE FOUNDATION ,AT CRAWL 5PACE 15 FOUNDATION ,AT 5LA5 ON GRADE
52.0 SCALE: I" = I'-0" 520 SCALE: I" = I'-0"52.0 SCALE: NONE GOPi'Rfr=314T 201x, 5EGA ENGINEERS
JOB 10-101