20180327 Building Plans;
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UPPER r-LOOR PLAN
1/4"=1'-0"
25'-0'
INTERIOR STAIRWAY ILLUMINATION PER SEC 83031 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 18 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.
MAIN FLOOR PLAN
1/4"=1'-O"
MAIN FLOOR: 825 50. PT.
UPPER FLOOR: 1225 50. PT.
TOTAL : 2048 50. PT.
GARAGE: 58( 50. PT.
FRONT PORCH: 53 50. fT.
;TRACER
:ED AT NON -
!R SERVICE
UPC 604.9
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2015 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND
RANGES t0 OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS t0 BE WATERPROOF t0
MINIMUM -12' ABOVE DRAIN.
6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED
TO MAXIMUM 115 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM
1.0 G.P.M FLOW.
-1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0
BE SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
S. 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 t0 BE
INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB
OR SHOWER ALARMS t0 BE INTERCONNECTED IN
SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT.
AC.M.
=SMOKE ALARM -CARBON MONOXIDE COMBO.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC.
8315
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2015 IRC 4 WA. STATE
AM MENTS SEC 8315.
11. S TE ALL WATER PIPES t0 MINIMUM R-3 PER
WSEC R403.53.
ALL DUCTS 4 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 t0
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 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
15. ATTIC E CRAWL ACCESS HATCHES 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 E WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
17. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10Io68mm) 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 M1502AB.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 R402.4.1.1.
UTILITY ROOM NOTES/MAKE UP Al
WHOLE HOUSE VENTILATION:
INTEGRATED:
INTEGRATED WITH FURNACE SEE SHEET N-2
FOR REQUIREMENTS.
*REFER TO SHEET N-2 TABLE 150133(1) E
150133(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.
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 G2439.7.5.
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.
= 100 SQ INCH TRANSFER GRILL
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 259'0, 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.
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METAL FIREPLACE
I 100 CFM
INSTALL PER MFR 4
SPECS. PROVIDE 6' I VTOS 'n
SQ. IN. OUTSIDE AIR I SINK cc1
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PROTECTION 50 CFM
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8' CLG.
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APPROX Y
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8'-4' CLG.
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13W MIN. SOLID CORE
SELF CLOSING DOOR
TEFL WALL MOUNTED
4
®CA
20 RINNAI RU 801 NAT. GAS HOT WATER SYSTEM
R O 20 MIN. RACED
6/8 TALI
(ENERGY F CTOR=0.96)
e
COVERED
'
PORCH
CONC.
o►
N
2 CAR 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
9
IN GARAGE.
-
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
16/0 x 8/0 O.H. DOOR 16'-3' R.O.
'EXIT'
DOOR
AWG
LANDING AT
BLUE 18
NOT TO BE
LOWER
THAN
5'-6'
19'_6• WIRE REQUIF
MET
WATr=
1.5 INCHES
FROM
TOP
OF
PER
PIPING
THRESHOLD.
(83113.1)
25'-0'
INTERIOR STAIRWAY ILLUMINATION PER SEC 83031 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 18 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.
MAIN FLOOR PLAN
1/4"=1'-O"
MAIN FLOOR: 825 50. PT.
UPPER FLOOR: 1225 50. PT.
TOTAL : 2048 50. PT.
GARAGE: 58( 50. PT.
FRONT PORCH: 53 50. fT.
;TRACER
:ED AT NON -
!R SERVICE
UPC 604.9
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2015 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND
RANGES t0 OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS t0 BE WATERPROOF t0
MINIMUM -12' ABOVE DRAIN.
6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED
TO MAXIMUM 115 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM
1.0 G.P.M FLOW.
-1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0
BE SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
S. 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 t0 BE
INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB
OR SHOWER ALARMS t0 BE INTERCONNECTED IN
SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT.
AC.M.
=SMOKE ALARM -CARBON MONOXIDE COMBO.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC.
8315
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2015 IRC 4 WA. STATE
AM MENTS SEC 8315.
11. S TE ALL WATER PIPES t0 MINIMUM R-3 PER
WSEC R403.53.
ALL DUCTS 4 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 t0
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 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
15. ATTIC E CRAWL ACCESS HATCHES 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 E WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
17. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10Io68mm) 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 M1502AB.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 R402.4.1.1.
UTILITY ROOM NOTES/MAKE UP Al
WHOLE HOUSE VENTILATION:
INTEGRATED:
INTEGRATED WITH FURNACE SEE SHEET N-2
FOR REQUIREMENTS.
*REFER TO SHEET N-2 TABLE 150133(1) E
150133(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.
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 G2439.7.5.
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.
= 100 SQ INCH TRANSFER GRILL
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 259'0, 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.
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:
L2B-2048-2R
Date:
5-10-10
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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:
L2B-2048-2R
Date:
5-10-10
0j,
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 2596, BORING 40%.
- 6096 BORING IF DOUBLED E
LESS OR EQUAL SUCCESSIVE STUDS.
- NON-BEARING MAXIMUM NOTCH
4096, BORING 6096.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
EPG CAP < PB BASE
NOTE: ALIGN HIP
MASTER WITH FACE
SHEARWALL
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
ROOF FRAMING NOTES:
ALL HEADERS TO BE 4x8 OF 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 SPECIFICATIONS.
6x6 P.T. POST
W/ PB BASE
d EPG CAP
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. RW -11.
=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.
REFER TO SHEAR WALL SCHEDULE.
ROOF OVERFRAM E NOTES:
IRC SEC 88023
1. 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).
FRAMING NOTES:
ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/8d NAILS 0 24'
O.G. NAILED TOP E BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS E WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH AND AT
J�CHSUI
BY SOLID BLOCKING OR BY A HER
APPROVED METHOD./
LSTA36 - HDR E SILL
�TO 3x BLOCKING.
,,, (TYP. 2 PLACES)
ROOF VENTILATION CAL CUL AT I ONS 4 RE QU 1 iREMENTS
AT LEAST 40964 NOT MORE THAN 5096 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 TO 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 TO THE REQUIREMENTS OF SECTION R802.71.
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
LSTA36 - HDR < SILL LSTA36 - HDR 4 SILL
('� TO 3x BLOCKING' � TO 3x BLOCKING.
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CTYP_ 2 PLAFS) iTvo 05 ai ni-=c i
44Wd PCIL a W4 P-7ml� _`�u1i61, rd A W-W_`SIL I
1/4"=1'-O"
APPLIANCES IN ATTIC NOTES:
PER 2015 IRC M1305.13
1. 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 50 FT LONG.
2. ELECTRICAL REQUIREMENTS M1305.13.1. 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 -LAYERS 3/4' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS
THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM.
(1 -LAYER OF R-36 HIGH DENSITY (10-1/4') < 1 -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.
FOUNDATION NOTES:
1. ALL FOOTINGS TO 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' GONG.
PADS UNLESS NOTED OTHERWISE.
4. ALL POSTS TO 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.
70UNDA71 ON FLAN
/4"=1'-O"
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STWr->/RJ IS APPROPRIATE.
i. PROVIDE MINIMUM 18'-24' CRAWL ACCESS.
*CRAWL ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE
SURROUNDING SURFACES.
8. 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 TO DRAIN AND INSURE THE REMOVAL OF
WATER
10.110RE VENT WOOD TO GONG. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. �4 INDICATES 'SIMPSON' HOLODOWN.
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE 4 SPACING (SHT 51.0).
VENTILATION
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
REQ'D 625/150 = 5.5 SQ. FT.
PROVIDE SCREENED VENTS
FOR VENTILATION
g VENTS iREQ'D
CRIPPLE WALLS- PER SEC. 8602.9
• CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT
SMALLER THAN THE STUDDING ABOVE WHEN
EXCEEDING 4' IN HT. SUCH WALLS SHALL BE
FRAMED OF STUDS HAVING THE SIZE REQUIRED
FOR AN ADDITIONAL STORY.
• CRIPPLE WALLS WITH A STUD HT. LESS THAN 14'
SHALL BE SHEATHED ON ONE SIDE, FASTEN TO
TOP d BOTTOM PLATE. OR CRIPPLE WALLS TO
BE CONSTRUCTED OF SOLID BLOCKING.
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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:
L2B-2048-2R
Date:
5-10-10
J
ATTIC VENTILATION
SEE ROOF FRAMING PLAN12
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COMPOSITION ROOF W/ 30* INTERWOVEN FELT
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STAIR NOTES'
ON 1/2' 24/0 PLYWOOD SHEATHING
HANDRAILS WILL 5E RETURNED
2X6 OVERFRAME
/ (0/
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ALL ROOF FLASHING TO BE MIN. 26 GA
ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR
° 24 O.G.
PER IRC R311.1
HIGHEST POINT) WITH THE BALANCE OF REQUIRED
OR SHALL TERMINATE IN NEWEL POST
(2) 2x6 TOP 12
VENTILATION PROVIDED BY EAVE VENTING.
SOLID TIGHT FITTING TRUSS BLOCKING
A
MIN. 6x6 PT POST
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OR SAFETY TERMINALS PER IRC R311.1.82
,ATTIC
PROVIDE DRIP EDGE AT EAVES E GABLES
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W/ A MIN. 2' OVERLAP.
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• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
HANDRAIL TO BE PRESENT ON
1/2' SHT'G (APA RATED 24/0)
VENTING)BOTTOM'
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• ALL USABLE SPACE UNDER STAIRS TO BE I HOUR
4''SHALL
ON AT LEAST ONE SIDE OF STAIR
HANDGRIP PORTION OF HANDRAILS
2x8 FASCIA BOARD
CONSTRUCTION.
NOT PASS THROUGH
SHALL HAVE CIRCULAR CROSS SECTION
OF 1'/4' MIN. t 2' MAX. EDGES SHALL HAVE
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• MAXIMUM RISE TO BE l-3/4'.
A MIN. RADIUS OF 'gyp'.
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• MINIMUM RN TO BE 101.
.4 G.
ALL REQUIRED GUARDRAILS TO BE 36'
4 IE
INSULATION W/ CONT.
UJI_
• MINIMUM HEAD HEIGHT TO BE V-8'.
j
MIN. IN HEIGHT.
VAPOR BARRIER
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• MINIMUM STAIR WIDTH TO BE 36'.W
_ -A FOR REQUIRED GUARDS ON
(WARM SIDE)
x6' LP® FLAMEBLOCK® FIRE -RATED
• PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
THE SIDES OF STAIR TREADS SHALL NOT
,!
X16' LP® FLAMEBLOCKe FIRE -RATED
OSB SHEATHING
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
ALLOW A SII 4 INCHES (102mm) TO PASS TWRDUGH.
2x6 02 OF STUDS 16' O.G.
OSB SHEATHING W/1Smm PYROTITE
OR a/e' TYPE 'X' GWB SHEATHING
TREAD.
t R FI
ATTACH STUDS TO TOP t BOTTOM PLATE WITH
LAMINATE APPLIED TO ONLY ONE FAGS
PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED
x NMI 1'i4' MAX
NG
(3) 16d FRAMING NAILS.
OF WOOD PANEL. SHEATHING MUST BE
WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES d
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED VERTICALLY W/HORIZONTAL
JOINTS BLOCKED W/PYROTITE
SIDING OR TRIM PER PLAIN
•MIN. 36' HIGH W/ CLEAR SPACE PER 8312.1.1 AND R312.12
PORTION OF HANDRAIL SHALL BE
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INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
NOT LESS 11/4' NOR MORE THAN 2' 1N
NOT
WALL ASSEMBLY AND THE BOTTOM PLATE OF
LAMINATE FACING THE OUTSIDE MUST
CROSS SECTIONAL DIM.
2'
A SINGLE STUD. INSTALL 2x6 WOOD STUDS
BE ATTACHED TO THE STUDS W/11/8' 6d
NO SCALE
• WINDING TREADS
HORIZ. AS GROSS -BRACING POSITIONED AT
COMMON NAILS SPACED 6' O.G. AROUND
POST DETAIL FOR STRUCTURES
PER IRC 8311,1521
MID -HEIGHT OF THE WALL.
PERIMETER d 12' O.0 IN THE FIELD.
LESS THAN 5'
• SPIRAL STAIRS
t0' MIN
6' SPHERE UNABLE
FROM PROPERTY LINE
PROVIDE MIN 1 1/2' RN e A POINT 12'
TO PASS THROUGH OPENING
51/2' THICK NOMINAL 3 PGF DENSITY
FROM WHERE TOAD Is NARROWEST
F Is
15ELOW STAIR INSTALL V2'
C -AM • CEILING, AND WALLS
:& UNFACED MINERAL FIBER BATT
W/ IN 3(o
PER IRC R311.1.10.1
INSULATION FRICTION FIT BETWEEN THE
AF50 ROOF VENTS
(3) 2X12 STRINGERS
she" TYPE 'X' GWB APPLIED
WOOD STUDS, GROSS -BRACING <lei(50
SQ. IN. NET FREE AREA)/
/
FIRE Cs a MID -SPAN AND
VERTICALLY
TOP/BOTTOM PLATES.
M STUDD WALLS ALONG AND M LIFE
W/ HORIZONTAL JOINTS BLOCKED AND
CONT. HANDRAIL 34'-38'/
WITH STRINGERS IF AREA INDER
FASTENED W/6d CEMENT COATED Iva'
SING. /
2X4 THRUST
BLOCK STAIRS IS IJNFMISHED
CUP -HEAD DRYWALL NAILS W/0915'
WEATHER BARRIER FASTENED OVER THE
SOLID TIGHT FITTING TRUSS BLOCKING
PICKETS PER IRC
ON OPEN SIDE
INTERIOR
SHANK DIA. < 1/4' HEAD DIA. SPACED 8'
SHEATHING USING SUFFICIENT FASTENERS
,
O.G. ALONG STUDS < PLATES. EXPOSEDDECK
TO PREVENT AIR POCKETS IN THE WRAP
/
FASTENER HEADS AND WALLBOARD
1' FT RISERS
JOISTS PER PLAN
JOINTS MUST BE TREATED W/(2) COATS
2x8 FASCIA BOARD
OF GYPSUM COMPOUND. A MIN. 2' PAPER,
EXTERIOR WALL COVERING:
DBL JST
PLASTIC OR FIBERGLASS CAPE MUST BE
1. FIBER GEMENT BOARD
2x STUDS PER PLAN
P.T. 2X12
EDDED IN
2. T1-11 SIDING
Hu212
HU21MTL
COBMPO ND WALLBOARD JOINTS.
3. WOOD FIBER PANEL
X6 SHEATHING
TTo SYRINGE
HANGERS
4. CEMENT PLASTER (STUCCO)
AT EA. STRINGER
5. STEEL SIDINGEXTERIOR
WALL COVERING
\ 3-2x12 P.T. STRINGERS
PER PLAN
36'X36' MIN. �
LANDING
EXT RIOR
CON( PAD i
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DESIGN: (ICC -ES REPORT
- ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY
NO SCALE
NO SCALE
HL 35
EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 E TABLE 8302.1
PER IRC 302 # TABLE 8302.1
NO SCALE
H
I HOUR �1RE—RE515TIVE
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STAIR DETAIL AND NOTES
ATTIC VENTILATION
SEE ROOF FRAMING PLAN12
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ON 1/2' 24/0 PLYWOOD SHEATHING
AT LEAST 40% E NOT MORE THAN 50% OF REQUIRED
VENTS SHALL BE IN UPPER PORTION OF VENTILATED
2X6 OVERFRAME
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ALL ROOF FLASHING TO BE MIN. 26 GA
ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR
° 24 O.G.
GALV. STEEL.
HIGHEST POINT) WITH THE BALANCE OF REQUIRED
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(2) 2x6 TOP 12
VENTILATION PROVIDED BY EAVE VENTING.
GIRDER TRUSS
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ROOF DRIP EDGES PER SEG. R9052.SS
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PROVIDE DRIP EDGE AT EAVES E GABLES
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\\ 2x SCREENED EAVE
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HOLES EACH -
-10 iL (� / BEDRO M HALLAI $EDROOM PROVIDE APPROVED
1INSULATION BAFFLE
// 36' HI MIN GUARORAI T R ENSURE E 1' MIN.
.. lu PER RC
FOUNDATION DRAIN:
4' DIA. PERF. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION 8302.11 • R302.12
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 INTERCONNCECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONGEALED 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, GABLES,
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
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1/2' SHT'G (APA RATED 24/0)
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(2) 2x4 TOP fE
WATER PROOF BARRIER
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EXTERIOR SIDINGG
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BOT
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4 IE
INSULATION W/ CONT.
UJI_
VAPOR BARRIER
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(WARM SIDE)
FOUNDATION DRAIN:
4' DIA. PERF. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION 8302.11 • R302.12
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 INTERCONNCECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONGEALED 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, GABLES,
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:
L2B-2048-2R
F_ Date:
5-18-18
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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:
L2B-2048-2R
F_ Date:
5-18-18
�I
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UPPER FLOOR ELECTRICAL
1/411=11-011 /411=11011
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
FEW
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MAIN FLOOR ELEGTRIGAL
1 /411 = 1 1_0 11
111
INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 I
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 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.
ELECTRICAL KEPI'
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DEt. e
110 V W/ BATTERY C
BACKUP
GABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
MC
GAS OUTLET
HOSE BIBS
EXT. FAN VTOS
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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:
L2B-2048-2R
Date:
5-18-18
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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:
L2B-2048-2R
Date:
5-18-18
GENERAL STRUCTURAL NOTES
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, Kn = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY- D
Ss = 1.5 - IBC FIGURE 1613311)
5D=1.0,IE=1.0,R=6.5
C. = 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 1'4" 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% ±1.5% 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 (N = 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
11/211
11/2" (5 AND SMALLER)
2" (*6 AND LARGER)
3..
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DM 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 6" 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
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
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 106 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 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. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL
BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d @ 12" O.C. STAGGERED. STAGGER
SPLICES AT TOP PLATES MINIMUM 46" AND NAIL WITH 16d a 6" 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(0) WITH A MINIMUM PANEL EDGE
NAILING OF ed 6 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 a 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 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 8d COMMON OR GALVANIZED BOX NAILS AT 6" 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(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED
BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND Sd 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
5HEAR WALL 5CHEDULE.
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
ad 6 6" O.C.
5/811 61 (00" O.C.
Qa1I = 230 PLF
OR OSB
1/2" CDX
Sd 61 4" O.C.
5/8" .1 32" O.C.
Qa11 = 350 PLF
C
OR OSB
1/2" CpX
Sd 3" O.C.
5/g" 16" O.C.
Qall = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES
STAGGER NAILS
R
SEE DETAIL
12 / 52.0 FOR CONSTRUCTION
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 AI53.
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 ENP 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 @ 12" O.C. STAGGERED.
LSTA36 - HDR 4 SILL
TO 3x EILOMING.
MR 2 PLACES)
511/2 x 10.5 G
(TYP. OF
LSTA36 - HDR 4 SILL
TO 3x BLOCKING;:
irve � a ei-eai
HDR 4 SILL
XXIW&
c i i m i r -LACES)
V
STEM WALL
a
a
2'-m" a
a
° 2
8„ ° � ° I
MAX.
CONTINUOUS FTG._/ MINIMUM
REINFORCEMENT
1 STEPPED FOOTING DETAIL
SI0 SCALE: 34' . P-0'
MSTC4m HOLDOWN. 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
Ibd 6 16" O.C. SOLE
PLATE NAILING;.
`31/4" SUBFLOOR
/ (3) ed JOIST -TO -TOP
PLATE UNA. MAINTAIN
"MIN.111/211 END DISTANCE.
7
2 x 6 STUD 9 16" O.C. USE
-DBL STUD 9 ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x NAILER AND PT SILL w/ N8"pMAx'
_ ANCHOR BOLT 4 3" x 3" x 11/4"
WASHER AT 5'-0" O.C. UN.O.
(ALT. MASA a 48" O.G.)
_ STHD TYPE HOLDOWN
PER PLAN.
04 BAR + Im" O.C. - HORIZ
—04L5AR 16" OC. - VERT. M'
FINISH GRADE
04 BAR CONTINUOUS MINIMUM
(TYP OF 2)
0 0
�D
0
D �
8"
1'-4"�
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
SIS SCALE: 34' ■ I'-0'
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'/z" RATED SHEATHING
ad 6" O.C.
(4" O.C. SIM.) i/
z RATED SHEATHING w/ TRUSS t0 DEVELOP 16d 16" O.C. SOLE
Sd a 4 O.C. TO FRAMING CAPACITY OF CONNECTOR PLATE NAILING. @ ap (K
MSTC HOLDOWN � w
/z" RATED SHEATHING SOLID RIM JOIST 0 (L
NI FRAMING ANCHOR TRUSS PER PLAN STRAP PER PLAN 3/ II �
EACH TRUSS. USE H10A-2 4 SUBI=LOOK
GABLE END TRUSS. � 1 DBL 2x TOP PLATE. (3) 8d JOIST -TO -TOP L6 u -
8d � 6" O.C. At DBL TRUSS. I (BEAM At SIM.) SHEATHING � NAILING PER PLAN.2 PLATE IUN.O. MAINTAIN � w
MIN. I z END DISTANCE. U
SPLICE TO OCCUR ON COMMMON c� Q
A35 48" O.C. MEMBER OR BLOCKING
(USE 24" O.C. At SIM.) \\-CONNECTOR SCRAP
2x VENTED BLOCKING. TRUSS PER PLAN DBL 2x TOP PLATE. LAP 2x BRACE PER TRUSS SUPPLIER
END NAIL TO TRUSS 6 SPLICE 4'-0" MIN. 4 NAIL w/ OR m 48" O.C. SECURE w/
DBL 2x TOP PLATE. LAP 16d 9 b" O.C. STAGGERED. PER PLAN.
EACH END w/ (2) ad. SPLICE 4'-0" MIN. NAIL A34 EACH END. NOTE: 2x FRAMING PER PLAN. J015T PER PLAN
INSTALL CONNECTOR PRIOR (BEAM At SIM.)
SHEATHING AND NAILING PER w/ 16d 6" O.C. STAGGERED SHEATHING NAILING I 2x DBL TOP PLATE. LAP
PLAN OR SCHEDULE. SPLICE PER PLAN OR SHEAR 2x FRAMING PER PLAN. 2x STUD (NOT SIM) t0 PLACING COMMON TRUSSES -
2x FRAMING PER PLAN. SPLICE 4' 0" MIN. 4 NAIL
TO OCCUR ON COMMON (BEAM AT SIM) WALL SCHEDULE. (HEADER 9 SIM.) w/ 16d a 6" O.C. STAGGERED. a G
MEMBER OR BLOCKING
'to co
w �
to
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 6 GABLE END 3 DRAG 5TRUT CONNECTION TYPICAL FLOOR FRAMING CONNECTION a a
52 0 SCALE: I" = I'-0" 52.0 SCALE: 1" = I'-0" 52.0 SCALE: 1" = I'-0" 52 0 SCALE: I" = I'-0" e
U
93
U q
m
ad 4" O.C.16d 8" O.C. SOLE DBL 2x TOP PLATE o
3/4" SUBFLOOR PLATE NAILING. bt ;' m
" e�
ad 4 O.C. HDR PER PLAN. --- - -- - - ----- - - -- - — ,
-JOIST PER PLAN
3/4" SUBFLOOR SOLID RIM JOIST i j �•
TJI BLOCKING CONTINUOUS LSE RIM w/ 3/4" SUBFLOOR j ' En
a
-JOIST PER PLAN j--------------- - r---- -
A35 16 0-C t0 TOP/z" RACED SHEATHING + . ___'_.__'_ +___' _. ? _ cQ
10d � 4 O.C. -STAGGER SIDES. PLATE 4 NAIEfNG PER PLAN. j -i r 3x BLOCKING. EXTEND � `Q
NAIL THROUGH TOP SURFACE I I j
(DO NOT TOE -NAIL). 2x FRAMING PER PLAN. 1.0 j i (2) BAYS (24 MINIMUM) w
OR TO COINER co
(BEAM At SIM.) (TYP) cQ
SHEATHING 4 NAILING PER
PLAN OR SCHEDULE. TRIMMER STUD(S) j
SHEATHING 4 NAILING PER
PLAN OR SCHEDULE,
JOIST PER PLAN j
2x FRAMING PER PLAN. BEAM PER PLAN. KING STUD j
(BEAM At SIM.)
I ' j
I j
FRAMING AT INTERIOR 5HEAR WALL rro FRAMING AT INTERIOR 5HEAR WALL l 5HEAR WALL FRAMING AT BEAM \2/2" RATED SHEATHING 4
52.0 SCALE: I" = 1'-0" S2 0 SCALE: I" - 1'-0" 52.0 SCALE: I" = 1'-0" NAILING PER SCHEDULE.
LSTA STRAP PER i I
PLAN (TYP). i
'/z" RATED SHEATHINGj
2x BLOCKING w/ (3) ad
ad 6" O.C. 2x SILL PLATE
4 NAILING PER PLAN. TOE -NAIL t0 4x BEAM 4 I
ad 4" OC 2x BLOCKING (2) 8d t0 JOISTS.
SUBFLOOR PER PLAN
2x BLOCKING w/ 16d a 8" ------
O.C. SOLE JOIST PER PLAN F
16d S"
PLATE NAILING.
I + +
. --T-�--- ---
Ij
SHEATHING 4 NAILING PER 16d 's 4" O.C. SOLE SOLID RIM JOIST. 3x BLOCKING
PLAN OR SCHEDULE. PLATE NAILING. (TYP)
3/4" SUBFLOOR AC POST CAP
i tJl BLOCKING
JOIST PER PLAN. USE i 8 5HEAR WALL FORCE TRANSFER DETAIL
DBL JOIST At END OF j 3/4" SU5FLOOR 4x4 Pt POST s2 0 SCALE: I" -- P-0"
SHEAR WALL (4x6 AT SPLICE)
ii
i
MAB ANCHOR 18"
(ALT. A34 ANCHOR MIN. LSTA24 STRAP
TRUSS PER PLAN. TWO SIDES) 12" (FAR SIDE) 16„
R1 N JOIST PER PLAN FTG PER PLAN MIN. 2x TOP PLATE MINIMUM
WEB FILLER's HOLDOWN LUS HANGER BY D °o ®° HDR PER PLAN. EXTEND NAIL SHEATHING t0 HDR ]z- BEYOND TRUSS SUPPLIER BEAM PER PLAN. OVER PANEL t0 KING SCUD. w/ 8d 's 3" O.C. EACH WAY.
MSTC HOEDOWN MSTC HOEDOWNX FINISH GRADE + II II II
-BEYOND �, ; � + + A 1; FASTEN TOP PLATE t0 HEADER SII II II II
SCRAP PER PLAN ' + + + + + + w/ (2) ROWS 16d AT 3" O.C.Lu
g FRAMING AT INTERIOR 5HEAR WALL 10 5HEAR WALL FRAMING AT BEAM 11 FLOOR FRAMING AT CRAWL 5PACE µ (2) 2x STUDS (TYP.)
" - " - 52.0 SCALE: I" = 1'-0"
.� SCALE: 1 _ I -0 .0 SCALE: 1 _ I 0
+1 +10/
., 4x BLOCKING 6 MIDDLE
+i+� 24" IF REQUIRED.
16d .916" O.C. SOLE +i+I i
2x STUD PER PLAN. USE DBL 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. 10'-0" •i+'++ ++ ++ ++ ++ ++; i
SHEATHING 4 NAILING PER STUD At END OF SHEAR WALLS (2) 2x STUD a ENDS OF SHEAR[±_+_++++_++++_4-1,_
MAXIMUM
3/4" SHEATHING —i
PLAN OR SCHEDULE 4 HOLDOWNS. SEE SHEAR WALL WALLS 4 HOLDOWNS. SEE SHEAR +!+; ;+i
SCHEDULE FOR 3x STUDS. WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" .;�� j+i �/z RATED SHEATHING 124/0 EXP U.
2x Pt SILL w/ ANCHOR BOLI WASHER SEE SCHEDULE FOR .j+j j.i NAIL wl l2) ROWS 8d 3" O.C. At
' ''i PANEL EDGES.
4 3" x 3" x 1/4 WASHER PER SEE PLAN 1=0R TOP OF SHEATHING 4 NAILING PER SIZE 4 SPACING.USE N94 AT ;j,i '+'
PLAN OR SCHEDULE. CONCRETE At SIMILAR PLAN. SPLICE t0 OCCUR ; ;
USE 5/ "� 60" O.C. MIN. 60" O.C. U.N.O.+;+� �:! C�
ON COMMON MEMBER i
s 4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL +i. +;+ (2) 2x PLATE. (NAIL
/-MIN. (o MIL VAPOR BARRIER 04 AR - HORIZ. ++j� SWT'G t0 EA PLATE) ,
a b" MIN. (NOT 6 S.O.GJ : n
6 MIN_ + + +
TOP OF STEM WALL ." .__. _.
12" MAX. ELEV. VARIES
FINISH GRADE OR j FINISH
GRADE I I� STHD HOLDOWN PER PLAN.
SLAB ON GRADE
STHD HOEDOWN a 04 BAR - HORIZ. *4 BAR 24" O.C. -VERT.
2x PT SILL
PER PLAN 1 � , 1'-6" MIN StHpl4 HOEDOWN UNO. �-
(2) Ns"O ANCHOR BOLT w/ MIN. '
1'-6" MIN. L �EMBEDMENT 4 3 x 3 x/ 4! BAR's 24 O.C. - VERTICAL " " " �11r 4'-0" MAX. 4 BAR CONTINUOUS 4
GALVANIZED 1E WASHER
8" 8" D
L
FOUNDATION PER PLAN.
0
MIN. S" THICK STEM WALL w/
IS,� I 04 BAR CONT. 8° 04 BAR HORIZ. TOP 4 BOTTOM.
PORTAL FRAME PANEL _
13 FOUNDATION AT SLAB ON GRADE 1� FOUNDATION AT CRAWL SPACE s2.0 SCALE: NONE
2.0 SCALE: r' = r-0" 2.0 ScaLE:1" 2 11-0"
GOPYPIr_i147 201x, SEGA ENGINEERS JOS 13-044