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UPPER fLO® PLAN ELEVA710N IIA II
I/411 I'-O"
INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 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 I 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 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.
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 G2439.IB.
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 HAYING 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 G243c3B.
< 100 SQ INCH TRANSFER GRILL
2' MI
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14'-6' 15'40'
i'-3' i'-3' 1'-31'
J.
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HVAC UNIT -110 BE MODEL CARRIER
HEAT FE4ANF002 I MIN. HSPF OF 9.5 HEA
PUMP PUMP t0 BE MODEL CARRIER
25VNA824530
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OPT. '
BUILT-IN 8' l'-4
GREAT ROOM i
9' CLG.
METAL FIREPLACE
INSTALL PER MFR
SPECS. PROVIDE 6' J
SQ. IN. OUTSIDE AIR
D.V.
OPT. '
BUILT-IN
-3 - -
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UP -;
110V R T C I R�
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DEN
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COFFERED _41 I P PE RAIL
�I I PER I.R.C. TYP.
II 0� xi I OPEN TO
ABOVE
2X6C�EED
L----------�
-
3'-0' 2'-8'X.
`1'ELECTRIC
WATE
134' MIN. SOLID CORE
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HEATER WITH
SELF CLOSING DOOR
HWH WOOD,STEEL
4
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INTEGRATED HE
OR 20 MIN. RATED
SG
PUMP TIER III
7777
NEAR SPEC,
6'
MODEL RHEEM
PROPH50
VEHICLE IMPACT
BARRIER
0
HWH NOTES
- PROVIDE EXPANSION TANK
IN
COVERED
- PROVIDE SEISMIC STRAPPING
PORCH
- TPRV TO TERMINATE t0
9w1GR•
CONC.
OUTSIDE
- PILOT 4 CONTROLS TO BE IV
0
MIN. OFF FLOOR
50 F*
'
- PER ASH RAE 90-A-80
e
H
0
- NAT GAS WATER HTR W/ MIN. EF
OF 01o2
HE
t DETECTOR
2/0x4
to SH
- ELECTRIC WATER HTR W/ MIN. EF
INT
RCONNECTED
RAIN
GLS.
OF 0.93 (SAR &E
PER
314.2.3
- -
- -
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/6'
TYPE
2'-3'
3'-3'
'X' ON CEILINGS. WRAP ALL EXPOSEp
POSTS
AND BEAMS IN 1/2' GWB
N4
NO DUCT OPENINGS
of
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
Ic,ia� Y A/oj nu nnna IG_Aan
BLUE 18 AWG TRACER g_6.
WIRE REQUIRED AT NONJ.
-
METAL WATER SERVICE
PIPING PER UPC 604.9
J.
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. 0 113.1)
2X STUD WALL
/ CONC WALL
2-1/4' 0 X 5' LAG SCREWS
• STUD WALL
2-3/8' 0 X 5' BOLTS
W/ SIMPSON VCsC ADHESIVE
* CONC WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER 4 LOWER
ONE-THIRD OF THE APPL.
4 A MIN. OF 4' FROM CONTROLS
HOLD WATER HEATER
TIGHT TO GWB • BACK
FLEXIBLE WATER CONNECTIONS
2X4 LEDGER
PRESSURE TREATED
® CONC WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER 4 LOWER
ONE-THIRD OF THE APPL.
4 A MIN. OF 4' FROM CONTROLS
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
WATER HEATER SUPPORT
9' -6'
5'-6' 5'-6'
30'-0'
MAIN r-LOOR FLAN
MAIN r-LOOR: 1065 50. f227.
UFPrER FLOOR: 1522 50. IT.
TOTAL: 2385 50. f22T.
GARAGE: 5411 50. r-T.
FRONT PORCH: rtrt 50. F0'4T.
REAR PORCH: I OCI 50. f=T I.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS DESERVED
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GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2O18 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 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.PT I FLOW.
1. ALL GLAZING WITHIN II ABOVE DRAIN INLET TO
BE SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
S. SMOKE ALARMS - TO BE INSTALLED PER SEC
R3143 IN THE FOLLOWING LOCATIONS: IN EACH
SLEEPING ROOMS, OUTSIDE EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY Or -
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.
=SMOKE ALARM -CARBON MONOXIDE COMBO.
C
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC.
R315
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 2018 IRC 4 WA. STATE
AMENDMENTS SEC R315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER
0
WSEC R403B3.
12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF
R-8 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 R303B2.
14. GAS PIPING IS TO BE PROTECTED PER G2415.1.
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 4 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 4 WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
11. DRYER DUCT SPECIFIED LENGTH PER SEC
1" 11502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET00.668mm) 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 M1502.4B.1. THE MAXIMUM LENGTH OF
THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
18. CAVITIES WITHIN CORNERS AND HEADERS Or -
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.
WHOLE HOUSE VENTILATION:
REFER TO SHEET N-2 TABLE 1505A30) 4
1505A3(2) FOR FAN SIZING AND RUN TIMES
FURNACE t0 HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE TO
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
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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.
1 Plan No: 1
L2-2385-2L
Date:
12-15-21
J
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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 G243S.IB.
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 G243c3B.
L _j = 100 SQ INCH TRANSFER GRILL
B.P.
BEDROOM-2
8' cLG.
lIOV
e
s.D.
41_9N
6
2X6 WALL
s .,. OW,
7/
FLT. CLG. LINE \
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S.D. 4'_i•
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10
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S.D.
B.P.
BEDROOM-4
8' CLG.
EGRESS
Ox4/0 XO
SHELF
Fx
01
14'-0' 10'-6' S'-6' _
UPPER i #LCC FLAN L X A7I ON II� II
1/4"=1'—O"
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.4.30) 4
1505A 3(2) FOR FAN SIZING AND RUN TIMES
FURNACE TO HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE TO
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
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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 *2 ON 4x4 POSTS
(4x6 AT SPLICES) ON 24' D IA. x 8' CONC.
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.
-1. 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.PREVENT WOOD TO GONG. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. / INDICATES 'SIMPSON' HOLDDOWN.
12. aSEE SWEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE d
SPACING (SHT 51.0).
r
r—O UN A 7 I O NFLAN L X A 7 1 O N ''All
IAII 4 II II
I/4"=1'—O"
STWD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
12' MINIMUM AWAY FROM HOLDOWNS
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
VENTILATION
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
USE 3' x 3' x 1/4' REQ,D 1063/150 = 1.08 SQ. FT.
GALVANIZED STEEL PROVIDE SCREENED VENTS
SQUARE PLATE FOR VENTILATION
WASHERS FOR ALL 1 � ���TJ �� Q �
ANCHOR BOLTS
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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:
L2M-2385-2L
Date:
12-15-21
�I
v
ROOF VENTILATION CALCULATIONS 4 fiRE aU 1 fiREMENTS
AT LEAST 40%4 NOT MORE THAN 509. 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 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 R8021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. R8063 - 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 CALCULA'
ROOF OVERFRAME NOTES:
IRC SEC R5023
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:
1. 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.
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'x3O' PER IRC SEC. R801.1.
*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.
R806. ALL FRAMING TO COMPLY WITH IRC
SEC R802.
6. aA REFER TO SHEAR WALL SCHEDULE.
MANUFACTURED TRUSSES
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SHALL BE AVAILABLE ON SITE AT TIME OF
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
(3)
LSTA16 -
TO TOP
(EACH
(TYP OF 2) /�
001 r—RA'�-III 6 LAN
I/4"=1'-O"
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2' GYPSUM BOARD, 3/6' WOOD STRUCTURAL PANELS
OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR
FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE
MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE
AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF.
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB is CEILING
TRUSS EDGE VIEW
TRUSS LENGTH VIEW
TRUSS EDGE VIEW 0 GARAGE WALL
TRUSS TOP VIEW is GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB ,@ CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
GWB 9 CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
;-GALE: 1/2' - I'-V'
DRAFTSTOPPING DETAIL
PT POST W/
CAP
:OF 2) FRAMING NOTES:
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/8d NAILS m 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 d 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 AND SUPPORTED BY SOLID
BLOCKING OR BY ANOTHER APPROVED
METHOD.
5. MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. a REFER TO SHEAR WALL SCHEDULE.
(4)
:ONT. DBL. TOP PLATE
it-10 R1610 INSULATION
SHADED AREA)
4X HEADER
EXTERIOR PLYWOOD
TRIMMER
HEAnER/INSULATION nE7A1L
xrs
LSTA36 - HDR E SILL
TO 3x BLOCKING.
CTYP. 2 PLACES)
LSTA24 - BEAM
8 FTO TOP PLATE
52.0
(TYP OF 2) �t�Q I �L; f i�QQ I' I I I �� I
1/4" = I'-O"
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 25%, BORING 4056.
- 6096 BORING IF DOUBLED d
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
4090, BORING 6090.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
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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:
L2M-2385-2L
Date:
12-15-21
i]
IRCOF VENTILATION CALCULATION& 4 REQUIREMENTS
AT LEAST 409164 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. R806.1 - 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 R8021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. R8063 - 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 ROC
(3)
(TYP OF 2)
ROOF OVERFRAM E NOTES:
IRC SEC R8023
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).
ROOF FRAMING PLAN
1/4"=1 I -oil
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2' GYPSUM BOARD, 3/6' WOOD STRUCTURAL PANELS
OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR
FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE
MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE
AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF.
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB 161 CEILING
TRUSS EDGE VIEW
TRUSS LENGTH VIEW
TRUSS EDGE VIEW 6 GARAGE WALL
TRUSS TOP VIEW 0 GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB 9 CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
GWB 9 CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
SCALE: 1/2' - 1'-0'
1;)RAFT5T0PPIN6 DETAIL
ROOF FRAMING NOTES:
1. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS t 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'x3O' PER IRC SEC. R801.1.
*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.
R606. ALL FRAMING TO COMPLY WITH IRC
SEC R802.
6, aA REFER TO SHEAR WALL SCHEDULE.
MANUFACTURED TRUSSES
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SHALL BE AVAILABLE ON SITE AT TIME OF
PT POST W/ INSPECTION, FOR THE INSPECTORS USE AND
CAP REFERENCE
'OF2)
FRAMING NOTES:
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/8d NAILS m 24'
O.G. NAILED TOP 4 BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS # 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 AND SUPPORTED BY SOLID
BLOCKING OR BY ANOTHER APPROVED
METHOD.
5. is MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. a REFER TO SHEAR WALL SCHEDULE.
(4)
LSTA36 - HDR E SILL
TO 3x BLOCKING.
PLACES)
8
52.0
1/41I= 1'-OII
:ONT. DBL. TOP PLATE
?-10 RI(S1D INSULATION
SHADED AREA)
4X HEADER
EXTERIOR PLYWOOD
TRIMMER
HEAnER/I NSULAT I ON flETA I L
NTS
LSTA24 - BEAM
'TO TOP PLATE
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
RIGHT 2010
k Design Inc.
4TS IMSERVED
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 409a.
- 6096 BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
4090, BORING 6090.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
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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:
L2M-2385-2L
Date:
12-15-21
I�
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s
I I I MIN N I I 1i
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in
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HT820 BM -
TOP PLATE
M
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FRONT EL.E\lATION
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M
8/01 x 8/0 O.H. DOOR 8'-3'
12
8
I GARAGE
USE 1/2' G B ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
'X' ON CEILINGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2' GWB
3 NO DUCT OPENINGS
YVflR. �S�G��
52.0 IN GARAGE.
DUCTS THROUGH CLG OR P,
WALL COMMON TO HOUSE, 6 l ) 2
MIN. 26 GAGE STEEL. 82 0
Z 51/2 x 13B
U 6X6 PT POST W/ 72/0>5/0 SH
CCQ CAP RAIN GLS.
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P/4XI8 LVL
El
�5 FLOOR GIRDER
9
2.0
LLL U_ 7C
8'-0' 16/0 x 6/0 O.H. DOOR 16'-3' RO. CHAMPF R TOP
10'-0' 19'-0' TO MATCHTHING
MAIN FLOOR PLAN/FRAMING
5cl1 50. r-T.
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R00i I A1v1`INC7 PLAN
1/4"=1'-0"
J=CUNZ�A71 ON FLAN
1/4"=1'-0"
STWD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
12' MINIMUM AWAY FROM HOLDOWNS ADJUST CRAWL SPACE VENTS TO BE
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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.
I Plan No: I
L2M-2385-2L
Date:
12-15-21
11
12
8
i
GABLE OPTION
r- — — — — — — — — — —
OMNI I
MIN ME
I oil
MIER
1111 IMMERSION#
WT520 BM -
TOP PLATE
m
0
FRONT ELEVATION
/4"=1'-0"
3
S2 0 6AR 6r=
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/6' TYPE
'X' ON CEILINGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2' GWB
NO DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE, 6
`a I MIN. 26 GAGE STEEL. 2a
ZOO 51/2 x 13B
VAX 6X6 PT POST W/
\� CCQ CAP
8/01 x 8/0 O.H. DOOR
i
16/0 x 8/0 O.H. DOOR 16'-3' RO.
S
2/0xd5/0 SH
RAIN GLS.
TOP
1'-6' 8'-0'EllPTO MATG
10'-0' 15'-0' ROOF SHEATHING
40'-0'
MAIN FLOOR PLAN/FRAMING
5411 50. FT.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
10
(TYP OF 2)
00i I A1vIINC7 PLAN
1/4"=1'-0"
T=CUNDA71 ON PLAN
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
12' MINIMUM AWAY FROM HOLDOUINS ADJUST CRAWL SPACE VENTS TO BE
PT POST W/
GAP
'OF2)
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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.
I Plan No: I
L2M-2385-2R
Date:
12-15-21
2X6
MIN. 6x6 PT POST
BARGE BOARD
STAIR NOTES:
HANDRAIL TO BE PRESENT ON
SOLID TIGHT FITTING: TRUSS BLOCKING
END TRU55
PER IRC R311.7
4' SPHERE SHALL ON At LEAST ONE SIDE OF STAIR
(SEE DETAIL THIS SHEET FOR SAVE
(HOLD OW TRUS5 IN PROM PACE OF WALL)
• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
HANDGRIP PORTION OF HANDRAILS
NOT PASS THROUGH HAVE IRULLAR CROSSSECTIONHAVE
VENTING)
BOTTOM.
SHALL
2
2x8 FASCIA BOARD
5/611 TYPE X SWB
• ALL USABLE SPACE UNDER STAIRS TO BE I HOUR
A MIN. RADIUS OF t1s'.
4 C. ALL REQUIRED GUARDRAILS TO BE 36'
X 6N6
CONSTRUCTION
MIN. IN HEIGHT.
• MAXIMUM RISE t0 BE 7-3/4'.
OPENINGS FOR REQUIMD GUARDS ON
NAILER
No' TYPE 'X' GWB
• MINIMUM RUN TO BE 10'.
THE SIDES OF STAIR TREADS SHALL NOT
MINIMUM HEAD HEIGHT TO BE V-8'.
ALLOW A SPHERE 4 INCHES (102mm) TO PASS TWRDUGH.
2x6 "2 OF STUDS �► 16' O.C.
n6 L"FLAMEBLOCK FIRE -RATED
'i/Ib" LP PLAMEBLOGK
• MINIMUM STAIR WIDTH t0 BE 36'.
• PROVIDE CONTINUOUS HAND RAIL 34' t0 38' OFF
34' MN-I1is' MAX
ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH
OSB SHEATHING W/IBmm PYROTITE
TREAD NOSING AND Must EXTEND BEYOND BOTTOM
NOSING
(3) 16d FRAMING NAILS.
LAMINATE APPLIED TO ONLY ONE FACE
�,qD.
1:
JST. PER PLAN
CONSTRUCT TOP PLATE OF (2) STUDS
OF WOOD PANEL. SHEATHING MUST BE
5/b" rnE x bra
SIDING OR TRIM PER PLAN
PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36'
p m
INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
INSTALLED VERTICALLY W/HORIZONTAL
P-MERIOR WALL CoveRINS:
NIGH W/ CLEAR SPACE
a
WALL ASSEMBLY AND THE BOTTOM PLATE OF
JOINTS BLOCKED 4 W/PYROTITE
I. PIBER CEMENT BOARD
2. TI-11 SIVIN5
No SCALE
HANDGRIP PORTION OF HANDRAIL SHALL BE
A SINGLE STUD. INSTALL 2x6 WOOD STUDS
LAMINATE FACING THE OUTSIDE 4 MUST
S. WOOD PIBER PANEL
NOT LESS 11/4' NOR MORE THAN 2' IN
F -
VIp pBL. JST O BEAM
FULE COVERAGE A COW
HORIZ. AS CROSS -BRACING POSITIONED AT
"
BE ATTACHED TO THE STUDS W/11�8 6d
4. CEMENT PLASTER (STUCCO)
POST DETAIL FOR STRUCTURES
CROSS SECTIONAL DIM.
to
10' MIN 10 TIE AT EA STRINGER
MID -HEIGHT OF THE WALL.
COMMON NAILS SPACED 6 O.G. AROUN
s. STML SIVINS
A4�FROM
LESS THAN 5'
•WINDING TREADS
PERIMETER 12' O.0 IN THE FIELD.
PROPERTY LINE
PER IRC R3n.i52.t�
TO PASS THROUGH OPENING
• SPIRAL STAIRS
aBELOW
a
STAIR
SAND
2X6 WALL STUD
a
l�/ IN 3�
PROVIDE MIN 1 1/2' RUN ® A POINT 12'
A
GWB •CEILING WALLS
5112' THICK NOMINAL 3 PCF DENSITY
FROM WHEN TREAD 15 NARROWEST
(3) 2X12 STRINGERS
UNFACED MINERAL FIBER BATT
AF50 ROOF VENTS
PER IRC R3u.7.10a /
5, :
a TYPE X: GWB APPLIED VERTICALLY
INSULATION FRICTION FIT BETWEEN THE
THICKNESS:=-'I/S" (PIRE)
'I
(50 50. IN. NET FREE AREA)
FIRE BLOCKING • MID -SPAN AND
W/ HORIZONTAL JOINTS BLOCKED AND
WOOD STUDS, CROSS -BRACING 4
APPROX. YCISHT: PSP (PIRE)
FIRM TEST: UL RI319, 9-12-�16
CONY. HANDRAIL 34'-38' /
r
N STUD WALLS ALONG AND N LIFE
WITH STRINGERS IF AREA UNDER
FASTENED W/6d CEMENT COATED 11�g'
FASTEN COATED
I'
TOPA50TTOM PLATES.
UL 17ESISN U3B8
ABOVE TREAD NOSING. /
NOTCH STRINGERS FOR
CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISFED
CUP-H4
AD DRYWALL NAILS
PICKETS PER IRC
2X4 THRUST BLOCK
SHANK DIA. 4 1/ ' HEAD DIA. SPACED 8'
I
�7 S�E � P I RE�i �� META I L
SOLID TIGHT FITTING TRUSS BLOCKING
ON OPEN SIDE /
JST- cl AILS BELOW
W/ Ibd NAILS • 12' Oc.
O.C. ALONG STUDS 4 PLATES. EXPOSED
WEATHER BARRIER FASTENED OVER TH
/
TO THRUST BLOCK INTERIOR
FASTENER HEADS AND WALLBOARD
SHEATHING USING SUFFICIENT FASTENERS
LESS THAN V TO THE PROPERTY LINE
I, PT RISERS
JOINTS MUST BE TREATED W/(2) GOATS
TO PREVENT AIR POCKETS IN THE WRAP
2x8 FASCIA BOARD
i /
JOISTS PER PLAN
OF GYPSUM COMPOUND. A MIN. 2' PAPER,
GA FILE NO. AP 5640 (GENERIC I HOUR)
DBL JST
PLASTIC OR FIBERGLASS TAPE MUST BE
ONE LAYER s, ' TYPE X GWB APPLIED
a
2x STUDS PER PLAN
P.T. 2XI2
EMBEDDED IN FIRST LAYER OF
EXTERIOR WALL COVERING:
PARALLEL OR AT RIGHT ANGLES TO
TREADS
HU212
COMMPOUND OVER WALLBOARD JOINTS.
1. FIBER CEMENT BOARD
EACH SIDE OF MIN 2X3 STUDS, TURNED
7%' SHEATHING
TO SYRINGE
MTL. HANGERS
2. TI-11 SIDING
24 O.C. WITH rod
AT EA. STRINGERFLATWISE,
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
CEMENT -COATED NAILS, 1-1i8' LONG,
EXTERIOR WALL COVERING
3-2X12 P.T. STRINGERS
5. STEEL SIDING
0.0915 SHANK, 1/4' HEADS, -' O.C.
PER PLAN
3LAND�ING
HORIZONTAL JOINTS STAGGERED NOT
EXTERIOR
DESIGN: NCC-ES REPORT -
ESR-1365) WALL TYPE 43.4 - 1 HR EXTERIOR WALL ASSEMBLY
LESS THAN 12' ON OPPOSITE SIDED.
coNc PAD
NO SCALE
NO SCALE
HL 35 ANGLE SUPPORT
EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 E TABLE R302.1
PER IRC 302 4 TABLE R302.1
NO SCALE
H
I HOUR �1RE-RE515TIVE
r;)ETAIL5
J TYPICAL
STAIR
DETAIL AND NOTES
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION R302.11 • R302.12
1. IN CONGEALED 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 CONGEALED
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. R302.1.
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.
IU
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T_
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(P _I
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 EAVE VENTING.
5EMROOM 4
FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD SUB-FLR
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING) --\
&ARAGE
12
6�
ATTIC
SPACE
ZMANUF TRUSSES 24'O.C.
SEE ROOF FRAMING PLAN
R-461 INSULATION
BATH � IUT LIT'
MEN
(2)-2x4 TOP M
1/2' GWB
2x4 STUD G
16' O.G.
2x4 BOT. fE
COMPOSITION ROOF W/ 300 INTERWOVEN FELT
ON 1/2' 24/0 PLYWOOD SHEATHING
I2 ALL ROOF FLASHING TO BE MIN. 26 GA
GALV. STEEL.
6 ROOF DRIP EDGES PER SEC. R9052.8.5
\ PROVIDE DRIP EDGE AT EAVES 4 GABLES
W/ A MIN. 2' OVERLAP.
KITCHEN
MASTER
SA<Ti 4
FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD SUB-FLR
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING) ---\
MINING
ROOM
R-36 HIGH DENSITY
INSULATION a FLOOf
GRADE JAI6 MIL VISQUEEN VAPOR
�• BARRIER THROUGHOUT
GRWLSP�rGE CRAWLSPACE.
• LL- p LAP SPLICES 12' MIN. 1
TIGHTL INE
FOUNDATION DRAIN:
4' DIA. PERF. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC
SU I Ln I NG sEeT I ON
5/5"= I'—O"
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
2x SCREENED EAVE
VENT BLOCKS WK3)
1112' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE 1' MIN.
AIR SPACE.
TYPICAL EXTERIOR WALL:
(2)2x6 TOP PLATES
2x6 STUDS a 16' O.G.
2x6 BOTTOM PLATE
1/2' SHT'G (APA RATED 24/0)
AIR BARRIER
EXTERIOR SIDING PER ELEV.
R-21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
1/2' GYP. BD
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.
GRADE
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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:
L2M-2385-2R
Date:
12-15-21
r�
UPPER FLOOR ELECTRICAL
1/4 11
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MAIN FLOOR ELEGTR I GAL
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11
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.7 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 I 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.
XTERIOR STAIRWAY ILLUMINATION PER SEC R3038 I
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.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS MSE"D
ELECTRICAL KEPI'
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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:
L2M-2385-2R
Date:
12-15-21
Plan No:
L2M-2385
Date:
6-21-21
G=;ENE,4L 5TfRUCTUIRAL NOTES
V
STEM WALL
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 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 = 1B - IBC FIGURE 161330)
SDs = 1.0, le = 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 41i251. ±1.5511- 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" (15 AND SMALLER)
2" (*6 AND LARGER)
311
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DM 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 MEM5ER5:
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 UN60UND KNOTS LARGER THAN 11/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
RREFARRICATED 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 = 2,600 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
REARING 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 61 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH l(ocls 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 8d 11 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 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 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 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 112" 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 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. 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
5NE,4R UJ,4LL SCHEDULE -
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
5OLT5 (3)
REMARKS (4, 5)
1/2" CDX
ad 61 6" O.C.
5/8" a 60" O.G.
Qall = 230 PLF
OR OSB
'/2" CDX
8d a 4" O.C.
5/8" 61 32" O.C.
Qall = 350 PLF
OR OSB
'/2" CDX
8d a 3" O.C.
5i8" a 1(o" 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 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 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 DOvPG1QFIR)
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" O.C. STAGGERED.
LSTA36 - NDR 4 SILL
TO 3x BLOCKING.
P✓
(TYP. 2 PLACES)
LSTA24 - BEAM
G
O TOP PLATE
�/z x 109:rjLt5"/2
--
x 15 GLB -�
LSTA36 - MDR 4 SILL
CD
TO 3x BLOCKING.
�
(T1 P. 2 PLACES)
x
3�sx15
4x12.r
Ln
-
NTS20 - BEAM
TO TOP PLATE
MAIN FLOOR
A = 1,063 SQ FT
A = 391 SQ FT '
�I
51/2 x 13B GLIB
P/4X18LVL
,Lu
R �
rYP. of 2)
31,� x 12 GLB
a
a
4 4
a °
ADD 04 f BAR FOR
a STEPS EXCEEDING 2'.
Sll ° ° 2
MAX.
1 MAX.
CONTINUOUS FTG. MINIMUM
REINFORCEMENT
1 STEPPED FOOTING DETAIL
SI.O SCALE: 34' - 1'-0'
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOU N BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
in
FINISH GRADE
lbd a 16" O.C. SOLE
PLATE NAILING.
3/4" SUBFLOOR
�(3) Sd JOIST -TO -TOP
PLATE UNA. MAINTAIN
"MIN.11/z" END DISTANCE.
z x 6 STUD a 16" O.C. USE
-DBL STUD a ENDS OF
SHEAR WALLS 4 HOLDOWNS. 6'-0"
2x PT SILL w/ k8"#ANCHOR MAX.
-BOLT 4 3" x 3" x 1/4" WASHER
AT V-0" O.C. UNA.
(ALT. MASA a 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR a 10" O.C. - HORIZ
(36°
04 BAR s 16" O C. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (18" MIN )
4� (TYP OF 2)
D 0
e
D �
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
SI.O SCALE. 34' - I'-0'
SHEATHING 4 NAILING
PER PLAN OR
SCHEDULE
16d a 8" O.C. SOLE
PLATE NAILING.
3d a 6" O.C. UNO
/--SUBFLOOR PER PLAN
JOIST PER PLAN
BEAM PER PLAN
s SHEAR WALL FRAMING AT FLUSH BEAM
51.0 SCALE: %" - 1'-0'
COPYRIGHT 2021, SEGA ENGINEERS
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JOB 10-09l
OIL
U
STEM WALL
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 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 = 1B - IBC FIGURE 161330)
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. ±1.5511. 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" (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 = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO.08675-R. BEARING LENGTH SHALL NOT BE LESS THAN I1/2 ". 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 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 4a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH lbd is all 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 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 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 ad
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ad 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. 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
5NE,4R UJ,4LL SCHEDULE -
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
ad 61 6" O.C.
5/8" a 60" O.C.
Qa11 = 230 PLF
OR OSB
1/2" CDX
8d G 4" O.C.
5/8" ,9 32" O.C.
Qa11 = 350 PLF
OR OSB
'/2" CDX
ad a 3" O.C.
5/8" a 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 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 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 D96PG1QFIR)
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED.
L — — — — — — L
LSTA36 - NDR 4 SILL
TO 3x BLOCKING.
ITYP. 2 PLACES)
LSTA24 - BEAM
C
TO TOP PLATE
�/2 x 105:rjLj
--
51/2 x 15 GLB -�
LSTA36 - HDR 4 SILL
TO 3x BLOCKING.
CD �
(T1'P. 2 PLACES)
B
"I
Ax15B
4x12
.r -
Ln
-
-
HT520 - BEAM
TO TOP PLATE
MAIN FLOOR
A = 1,063 SQ FT
A = 391 SQ FT '
�I
51/2 x 135 GLB _
P/4X18LVL El
W
R iR
ts
rYP. of 2)
31/2 x 12 GLB
a
a
4 4
a
a AD4)44 AR FOR
STEEDING 2'.
$�� ° ° 2
MAX.
1 MAX.
CONTINUOUS FTG. MINIMUM
REINFORCEMENt
1 STEPPED FOOTING DETAIL
SI.O SCALE: 34. - 1'-0•
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOU N BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE t0 OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
In
FINISH GRADE
lbd s I6" O.C. SOLE
PLATE NAILING.
3/4" SUBFLOOR
�(3) 8d JOIST -TO -TOP
PLATE UNA. MAINTAIN
"MIN. II/Q" END DISTANCE.
z x 6 STUD + 16" O.C. USE
-DBL STUD ® ENDS OF
SHEAR WALLS 4 HOLDOWNS. 6'-0"
2x PT SILL w/ 5/&"4ANCHOR MAX.
-BOLT 4 3" x 3" x 1/4" WASHER
AT 5'-0" O.C. UNA.
(ALT. MASA 9 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR + 10" O:C. - HORIZ
(36"
04 BAR s 16" OTC. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (18" MIN )
4� (TYP OF 2)
D 0
0
D �
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
SI.O SCALE: 34" ■ P-0'
SHEATHING 4 NAILING
PER PLAN OR
SCHEDULE
Ibd a 6" O.C. SOLE
PLATE NAILING.
3d a b" O.G. UNO
SUBFLOOR PER PLAN
JOIST PER PLAN
BEAM PER PLAN
3 SHEAR WALL FRAMING AT FLUSH BEAM
51.0 SCALE: aw , 1'-0"
COF''FRIGHT 2021, SEG,4 ENGINEERS
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JOB 10-09-1
'/2" RATED SHEATHING ad a 6" O.C.
ad Is 6" O.C.(LENGTH OF TRUSS) ''/2" RATED SHEATHING
(4" O.C. SIM.) _� RATED SHEATHING l24/16)
ad 4" O.C.
N
STAGGERED SHEATHINGLu
PER PLAN. EXTEND OVER H1 FRAMING ANCHOR (L�
2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 MAXIMUM LATERAL 2x BLOCKING AT
ad tv 6" O.C. At DBL TRUSS. GABLE END TRUSS. I LOAD IN EITHER TRUSS,
PANEL EDGE ad � 4 O.C. � u1 �
V = 3,515 LBS. '/2" RATED SHEATHING
2x NAILER w/ 16d U N
A35 9 48" O.C. 4 O.C. TO TRUSS
DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM.) MONO TRUSS PER PLAN GABLE END / HIP MASTER
2x VENTED BLOCKING. TRUSS PER PLAN SPLICE 4'-0" MIN. NAIL w/ 2x BRACE PER TRUSS SUPPLIER
END NAIL t0 TRUSS m DBL 2x TOP PLATE. LAP SPLICE 16d 6 6" O.C. STAGGERED. OR � 46" O.C. SECURE w/ TRUSS PER PLAN
EACH END w/ (2) ad, 4'-O" MIN. S NAIL w/ 16d -9 4" O.C. A34 EACH END.
WALL SHEATHING AND NAILING STAGGERED. ADD LSTA24 TO '/2" PLYWOOD (2�6) w/ (2) ROWS
HANGER BY TRUSS
SPLICE PER PLAN SHEATHINGS NAILING �112x
ad 4" O.C. TO TOP PLATE S SUPPLIER
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR FRAMING PER PLAN. Sd ,@ 4" O.C. EDGE NAILING
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIM.)
MEMBER OR BLOCKING SHEATHING S NAILING ,� o
PER PLAN. w
w a
.01
an
1 T''FIGAL ROOF FRAMING CONNECTION 2 ROOF FRAMING G,45LE END 3 INTERIOR 5HEAR, WALL TRU55 64 LOWER ROOF FRAMING GA5LE END
S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0"
o
U q
1(od 16" O.G. SOLE MSTG HOLDOWN 1(od 8" O.C. SOLE DBL 2x TOP PLATE v o
PLATE NAILING. STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN 16d 6 4" O.C. SOLE � � a" I
(3) 16d TO TRUSS WEB (TYP.) PLATE NAILING. (SIM ONLY)
SUBFLOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN '/2" SHEATHING w/ ad HDR PER PLAN.________________________T_T____------------ __T co
o
SUBFLOOR PER PLAN I T-
----
bx
2x CONTINUOUS RIBBON (3) Sd JOIST -TO -TOP Sd a 4" O.C. 's 6" O.C. EDGE NAILING. I
PLATE UN.O. MAINTAIN SHEATHING S NAILING (NOT'S MANF PANEL)
MIN.111/2" ENE) DISTANCE. PER PLAN. PANEL EDGES _ _
MSTC HOLDOUN I TO OCCUR ON COMMON
STRAP PER PLAN MEMBER OR BLOCKING. — a
i 3x BLOCKING. EXTEND b
a j a 4" O.C. 1�_0�� j j (2) BAYS (24" MINIMUM) cQ
TRUSS PER PLAN --,I OR TO CORNER cq
j
SHEATHING S NAILING PER PLAN. ! a ! j j (TYP)
SPLICE t0 OCCUR ON COMMON ; ; i___—_—_—_____________i_ TRIMMER STUD(S)
2x FRAMING w/ (3) '
MEMBER OR BLOCKING '/2" SHEATHING INFILL BLOCKING w/ 16d TO TRUSS WEB ! w cQ
'i2" SHEATHING INFILL BLOCKING ad 6 6" O.C. EDGE NAILING OR
FLOOR TRUSS w/ Sd ,@ 6" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. 16d �► 4" O.C. KING STUD j
PER PLAN (NOT AT MANF. BLOCING PANEL)
2x FRAMING PER PLAN. MSTC HOLDOWN PER PLAN j
(BEAM tv SIM.)
2x DBL TOP PLATE. LAP SPLICE 16d 4" O.C. (SIMILAR ONLY) 2x FRAMING PER PLAN. j
4'-0" MIN. S NAIL w/ 16d 'a 4" SHEATHING S NAILING PER
O.G. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. j '/2" RATED SHEATHING S
NAILING PER SCHEDULE.
LSTA STRAP PER
5 TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING CANT. J015T FLOOR FRAMING INTERIOR 5HEAR WALL PLAN (TYP).
2.mSCALE: I' -0 SCALE: I1 0ISCALE: I11 0
II 2x SILL PLATE �
2x BLOCKING w/ (3) ad a _
SHEATHING S NAILING PER PLAN. ad 6" O.C. TOE -NAIL TO 4x BEAM S
SPLICE t0 OCCUR ON COMMON �2 RATED SHEATHING 16d � 8 O.C. SOLE
S NAILING PER PLAN. PLATE NAILING. (2) ad TO JOISTS.
MEMBER OR BLOCKING SUBFLOOR PER PLAN I ' 3x BLOCKING
ad � 4" O.C.16d @ 8 O.C. SOLE 2x CONTINUOUS JOIST PER PLAN
PLATE NAILING SUBFLOOR PER PLAN (TYP)
2x BLOCKING w/ 16d IV 4" O.C. RIBBON 2x4 w/ (8) 16d AT
8 5HEAR WALL FORCE TRANSFER DETAIL
1/2" SHEATHING SUBFLOOR PER PLAN 2x4 GUSSET EA BEAM PLICE. s2.0 SCALE: I" = r-0��
SIDE w/ (8)16d (NOT A METAL CAP)
(ALT. METAL CAP)
TRUSS PER PLAN 4x4 Pt POST L5TA24 STRAP
(4x6 AT SPLICE) (FAR SIDE) „
+ 16
NOTE: MAB ANCHOR 18�� 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR
SEE ARCH FOR FLASHING FLOOR TRUSS (ALT. A34 ANCHOR w/ Sd 3" O.C. EACH WAY.
REQUIREMENTS. PER PLAN FLOOR TRUSS PER PLAN TWO SIDES) 12�� MIN. HDR PER PLAN. EXTEND
MIN. OVER PANEL TO KING STUD. (6) 16d KING SCUD t0'
FTG PER PLAN ° a a a HEADER
Y TRUSS SUPPLIER D a «;LUS24 HANGER BY HANGER B
TRUSS SUPPLIER BEAM PER PLAN BEAM PER PLAN. FINISH GRADE ° o
' 1 2x KING STUD w/ 2x
FASTEN TOP PLATE TO CRIPPLE STUD
9 FLOOR FRAMING CONNECTION '� FLU5H NAM 10 5HEAR WALL FRAMING AT 5E,4M 11 FLOOR FRAMING �AT CRAWL 5P�4CE HEADER w/ (2) ROWS a'
s2 m SCALE: I _ I 0 s2 r� SCALE: I - I 0 16d AT 3" O.C. : 4x BLOCKING MIDDLE
S2 0 SCALE: I" = I'-0" - "
:j. i;i 24" IF REQUIRED./
oo
10'-0" MAX.
16d s 16" O.C. SOLE (8'-0" 's SIM) --- ---'± *!
2x STUD PER PLAN. USE MINIMUM PLATE NAILING.
2x STUD PER PLAN. USE DBL (2) 2x STUD tv ENDS OF SHEAR *j i" RATED SHEATHING (24/0 EXP 1).
STUD At ENE) OF SHEAR WALLS WALLS S HOLDOWNS. SEE SHEAR 3Z4" SHEATHING a NAIL w/ (2) ROWS ad 3" O.C. At
S HOLDOUNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLL w/ 3"x3"x�/4" (2) 2x CRIPPLE ;; PANEL EDGES.
S SCHEDULE FOR 3x STUDS. WASHER SEE SCHEDULE FOR STUDS.
SHEATHING NAILING PER SHEATHING S NAILING PER i.;
PLAN OR SCHEDULE PLAN. SPLICE TO OCCUR SIZE S SPACING -USE Ns"4 AT a(2) 2x PLATE. (NAIL
60 O.C. U.N.O.ai�
ON COMMON MEMBER 2x Pt SILL *'�;� SNt G TO EA PLATE)
4" SLAB ON GRADE OVER
MIN. 6 MIL VAPOR BARRIER OR BLOCKING. _
is
TOP OF STEM WALL
I ° AS
6 MIN. INOt S.O.) *4 AR - NORIZ. �,c
ELEV. VARIES
FINISH GRADE OR rI cJl
SLAB ON GRADE ji FINISH GRADE 12" MAX. j STHD HOLDOUN PER PLAN. j 2x Pt SILL
STND HOEDOWN - 2x PT SILL w/ ANCHOR BOLL (S.O SfM.) 11 _ STHD14 HOLDOWN UNO. 5s"� ANCHOR BOLL w/ MIN.
ER PLAN a S 3 x 3 x i4 WASHER PER 4 � BAR � 24 O.C. VERt. i2)EMBEDMENt S 3" x 3" x �i4"
1'-6" PLAN OR SCHEDULE. USE
5�$"0 a 60" O.C. MIN. 1'-6" MIN
MIN. a, 4'- " MAX, GALVANIZED 1E WASHER
0 A •4 BAR CONTINUOUS MINNS FOUNDATION
STEM WALL w/
a R PLAN.
*4 MBAR 24" O.C. -VERTICAL 8�� D "I '
o ° 4 BAR HORIZ. TOP S BOTTOM.
04 A CONT. O � ° BAR 12 PORTAL FRAME PANEL
LS(TYP.) 8" S2 0 SCALE: NONE
I'-4" I'-4"
5 2
13 FOUNDATION ,AT 5L,45 ON GRADE FOUNDATION ,AT CRAWL 5PACE
S o SCALE: I" = I'-0" S20 SCALE: I" = I'-0" GoPi'RIGHT 2020, SFGA FNe1NFFR5
JOB 10-09-1