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COPYRIGHT 2018
Landmark Design Inc.
ALL RIGHTS RESERVED
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COPYRIGHT 2018
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ALL RIGHTS RESERVED
COVERED
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6
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9' CLG.
XO
VEHICLE
BARRIER
R o0
\ DR
HEAT DETECTOR
INTERCONNECTED
PER 31423
2 CAR GARAGE
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2' GWB
NO DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
16/0 x 8/0 O.H. DOOR 16'-3R.O.
e OR H
CONG.
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. (83113.1) 3'-6it ' 3'-6' 2'-0' 2'-0'
1' -0' 00
6.
_70
30'-0'
2X STUD WALL
/ CONC WALL
2-1/4'0 X 5' LAG SCREWS
• STUD WALL
2-3/8' X 5' BOLTS
W/ SI SON VGC ADHESIVE
*
CONIC WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER E LOWER
ONE-THIRD OF THE APPL.
t A MIN. OF 4' FROM CONTROLS
HOLD WATER HEATER
TIGHT TO CsWB * BACK
FLEXIBLE WATER CONNECTIONS
2X4 LEDGER
PRESSURE TREATED
® CO1C WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER : LOWER
ONE-THIRD OF THE APPL.
t A MIN. OF 4' FROM CONTROLS
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
WATER HEATER SUPPORT
MAIN FLOOR PLAN
1/4u= I I-oil
MAIN PLOOR: a102 50. PT.
UPPrER FLOOR: II SQ. PT.
TOTAL: 2055 50. PT.
GARAGE : 5"72 50. PT.
PORCH (FRONT): "t4 S0. r- T.
PORCH (REAR) : C15 50. PT.
WHOLE HOUSE VENTILATION -
•REFER TO SHEET N-2 TABLE 1505.4311) t
1505.43(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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BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.9
UTILITY ROOM NOTES/MAKE UP AI
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 G2439.1.5.
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 G243SB.
E ::i = 100 SQ INCH TRANSFER GRILL
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12'
ABOVE DRAIN.
6. SHOWERHEADS d KITCHEN FAUCET TO BE LIMITED TO
MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY
FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW.
1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE
SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' OF
FLOOR TO BE SAFETY GLASS
S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN
THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS,
OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH
ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO
BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A
MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
° =SMOKE ALARM -CARBON MONOXIDE COMBO.
C
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR E OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2018 IRC t WA. STATE AMENDMENTS
SEC 8315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
R403.53.
12. ALL DUCTS t 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 8303.52.
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 t 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 t WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10%68mm) 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.
16. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC
TABLE R402A.1.1.
19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. Rro023(TWO-STORY/
BALLOON FRAME WALLS)
INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 8303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
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21-31
KITCHEN2.Oj'
9' CLG.
REFER in
PANTRY
N
VEHICLE
BARRIER
R o0
\ DR
HEAT DETECTOR
INTERCONNECTED
PER 31423
2 CAR GARAGE
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2' GWB
NO DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
16/0 x 8/0 O.H. DOOR 16'-3R.O.
e OR H
CONG.
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. (83113.1) 3'-6it ' 3'-6' 2'-0' 2'-0'
1' -0' 00
6.
_70
30'-0'
2X STUD WALL
/ CONC WALL
2-1/4'0 X 5' LAG SCREWS
• STUD WALL
2-3/8' X 5' BOLTS
W/ SI SON VGC ADHESIVE
*
CONIC WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER E LOWER
ONE-THIRD OF THE APPL.
t A MIN. OF 4' FROM CONTROLS
HOLD WATER HEATER
TIGHT TO CsWB * BACK
FLEXIBLE WATER CONNECTIONS
2X4 LEDGER
PRESSURE TREATED
® CO1C WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER : LOWER
ONE-THIRD OF THE APPL.
t A MIN. OF 4' FROM CONTROLS
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
WATER HEATER SUPPORT
MAIN FLOOR PLAN
1/4u= I I-oil
MAIN PLOOR: a102 50. PT.
UPPrER FLOOR: II SQ. PT.
TOTAL: 2055 50. PT.
GARAGE : 5"72 50. PT.
PORCH (FRONT): "t4 S0. r- T.
PORCH (REAR) : C15 50. PT.
WHOLE HOUSE VENTILATION -
•REFER TO SHEET N-2 TABLE 1505.4311) t
1505.43(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.
in
Q
N
;n 0
0
�t
BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.9
UTILITY ROOM NOTES/MAKE UP AI
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 G2439.1.5.
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 G243SB.
E ::i = 100 SQ INCH TRANSFER GRILL
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12'
ABOVE DRAIN.
6. SHOWERHEADS d KITCHEN FAUCET TO BE LIMITED TO
MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY
FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW.
1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE
SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' OF
FLOOR TO BE SAFETY GLASS
S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN
THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS,
OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH
ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO
BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A
MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
° =SMOKE ALARM -CARBON MONOXIDE COMBO.
C
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR E OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2018 IRC t WA. STATE AMENDMENTS
SEC 8315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
R403.53.
12. ALL DUCTS t 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 8303.52.
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 t 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 t WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10%68mm) 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.
16. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC
TABLE R402A.1.1.
19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. Rro023(TWO-STORY/
BALLOON FRAME WALLS)
INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 8303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
L2B-2033-2R
Date:
5-26-23
fiJ
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2' GYPSUM BOARD, 3/8' 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 9 CEILING
TRUSS EDGE VIEW
TRUSS EDGE VIEWS GARAGE WALL
TRUSS TOP VIEW a GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB a CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
GWB a CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
SCALE: In' • r -m'
:�RAFTSiOPP I NG :�EiA I L
8 LSTA36 - HDR 4 SILL
52 0 TO 3x BLOCKING.
(TYP. 2 PLACES)
1/4
CONT. DBL. TOP PLATE
Z-10 KI&ID INSULATION
SHADED AREA)
4X HEADER
KIN& STUD
EXTERIOR PLYWOOD
TRIMMER
HEADER/INSULATION DETAIL
NTS
FRAMING NOTES:
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH
GLUED AND NAILED W/ ed NAILS 6 24' O.C.
NAILED TOP 4 BOTTOM STAGGERED EA SIDE.
2. ALL HEADERS TO BE 48 DF "2 UNLESS NOTED
OTHERWISE.
HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO
BE IN LATED 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 EACH SUPPORT BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
5. a MSTC 40 STRAPS PER STRUCTURAL
UNLESS NOTED OTHERWISE
6. aA REFER TO SHEAR WALL SCHED.
6) 2x4
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' 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.
i. PROVIDE MINIMUM I8'-24' GROWL
ACCESS.
CRAWL ACCESS HATCHES OR DOORS SHALL
BE WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDII
8. PROVIDE CRAWL SPACE VENTILATION
PER IRC.
FOUNDATION VENTS SHALL BE PLACED SO THAT THE
TOP OF THE VENT IS BELOW THE LOWER SURFACE OF
FLOOR INSULATION
g. INTERIOR GRADE OF CRAWL SPACE SHALL BE
SLOPED TO DRAIN AND INSURE THE REMOVAL
OF WATER
10. PREVENT WOOD TO CONC. CONTACT W/
CONT. FLASHING OR APPROVED
MEMBRANE
11. 4 INDICATES 'SIMPSON' HOLDDOWN
12.a SEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE 4 SPACING.
BHT S 1.0
6x6 P
W/ PE
ON 36
B
m
4x,
W/
ON
CO
W/2-4
FOUNA71 ONFL-AN
1/411= 1'-OII
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
COPYRIGHT 2018
Landmark Design Inc.
ALL RIGWTS RESERVED
MIN. 2' AIR SPACE
4' CONC. SLAB
PREVENT WOOD TO CONC. CONTACT W/
CONT. FLASHING OR APPROVED MEMBRANE
STUB *4 BARS INTO
GONG. SLAB a 16' O.G.
USE 3' x 3' x 1/4'
GALVANIZED STEEL
SQUARE PLATE
WASHERS FOR ALL
ANCHOR BOLTS
VENTILATION
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
REQ'D 502/300 = 3.01 SQ. FT
PROVIDE SCREENED VENTS
FOR VENTILATION
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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-2033-2R
Date:
r✓- -26 -23
J
ROOF VENTILATION CAL CUL AT I ONS 4 REQUIREMENT&
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.
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 88021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. 8806.3 - WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH
SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE
LOCATION OF THE VENT.
SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS
ROOF FRAMING PLAN
1/411=11-011
:ONT. DBL. TOP PLATE
Z-10 RIGID INSULATION
SHADED AREA)
4X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
HEADER/INSULATION nETAIL
NTS
ROOF FRAMING NOTES:
I. 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.
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 802.10.3 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22'x30' PER IRC SEC. 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.
6. QA 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
ROOF OVERFRAME NOTES:
IRC SEC 8802.3
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).
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 40%.
- 60% BORING IF DOUBLED d
LESS OR EQUAL SUCCESSIVE STUDS.
- NON-BEARING MAXIMUM NOTCH
400, BORING 600.
- 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-2033-2R
F_ Date:
5-210-23
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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-2033-2R
F_ Date:
5-210-23
�I
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uFFER f�`LooR ELECTRICAL
1/4"=1'-O"
MAIN FLOOR ELECTRICAL
1/4"=1'-O"
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE t0 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 R303B 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.
ELECTRICAL KEY
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) E LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET, o
110 V W/ BATTERY C
BACKUP
GABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
GAS OUTLET
HOSE BIBS
EXT. FAN VTOS
HEAT DETECTOR
INTERCONNECTED
PER 31423
(GARAGE)
EV CHARGER
(ELECTRIC VEHICLE)
ONE PER DWELLING
PER SEC 8335 IRC
SMOKE DETECTOR
110 VOLT
PER 314-3
V
-0—UC
T
4
UO2-Hi
AIEEV
110V
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S.D.
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2B-2033-2R
Date:
5-26-23
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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-2033-2R
Date:
5-26-23
i]
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION 8302.11 • R302.12
I. IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED 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 CONCEALED SPACES AT STAIR STRINGERS AT THE
TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES
UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 6096 BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON-BEARING MAXIMUM NOTCH
4096, BORING 6096.
- HOLES NO CLOSER THAN 5/6
INCH t0 FACE OF STUD.
TYPICAL
(2)2x6 TO1
2x6 STUD
2x6 BOTT
1/2' SHT'G
AIR BARD
EXTERIOP
R-21 INSUL
VAPOR B
(WARI`1 511
1/2' GYP.
4' DIA. PE4-. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC 5 U I L D I II � 5 C T I O Ij�
�
3/S II - I I -o II
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STAIR NOTES'
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HANDRAILS WILL BE RETURNED
3
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PER IRC R311.1
�♦�
OR SHALL TERMINATE IN NEWEL POST
® M
SOLID TIGHT FITTING TRUSS BLOCKING
MIN. 6x6 PT POST
OR SAFETY TERMINALS PER IRC R311.1.82
o
(SEE DETAIL THIS SHEET FOR EAVE
yn
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• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
M
h
HANDRAIL TO BE PRESENT ON
N
♦
VENTING)BOTTOM'
• ALL USABLE SPACE UNDER STAIRS TO BE I HOUR
4' ' SHALL
WAANDGN AT RIPSPORTION ST ONE OF HANDRAILS
LS
2x8 FASCIA BOARD
2X8
CONSTRUCTION.
NOT PATHROUGI-I
SS
SHALL HAVE CIRCULAR CROSS SECTION
OF 11/4'MIN. 4 V MAX. EDGES SHALL HAVE
nnnn
MAXIMUM RISE TO BE 1-3/4 .
A MIN. RADIUS OF t16'.
• MINIMUM RN TO BE 101.
.4 G.
ALL REQUIRED GUARDRAILS TO BE 36'
• MINIMUM HEAD HEIGHT TO BE V-8'.
MIN. IN HEIGHT.
BARGE BOARD
• MINIMUM STAIR WIDTH TO BE 36'.
OPENINGS FOR REQUIRED GUARDS ON
END SSSALLOW
x6' LP® FLAMEBLOCK® FIRE -RATED
• PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
THE SIDES OF STAIR TREADS SHALL NOT
)f6' LPA FLAMEBLOCKO FIRE -RATED
OSB SHEATHING
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
ALLOW A SM -ERE 4 INCHES (102mm) TO PASS t1 olxsH.
2x6 02 OF STUDS m 16' O.C.
OSB SHEATHING W/ISmm PYROTITE
5/e° DONS&LASIS SNEATHINO
a/ '
OR a TYPE X GWB SHEATHING
TREAD.
PER R312.13
ATTACH STUDS TO TOP < BOTTOM PLATE WITH
LAMINATE APPLIED TO ONLY ONE FACE
PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED
x 3/v MIN. -11/4' MAX
(3) 16d FRAMING NAILS.
OF WOOD PANEL. SHEATHING MUST BE g/8" 6►"B
Or -
WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES d
INSTALLED VERTICALLY W/HORIZONTAL
MIN. 36' HIGH W/ CLEAR SPACE PER 8312.1.1 AND R312.12
CONSTRUCT TOP PLATE OF (2) STUDS
JOINTS BLOCKED 4 W/PYROTITE
'7/16°
SIDING OR TRIM PER PLAN
HANDGRIP PORTION OF HANDRAIL SHALL BE
co
INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
NAILER
SB
OSHEATHINS
NOT LESS 11/4' NOR MORE THAN 2' 1N
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/Ills' 6d
NO SCALE
WINDING TREADS
HORIZ. A5 GROSS -BRACING POSITIONED AT
COMMON NAILS SPACED 6' O.G. AROUND
1/16° LP PLAMEBLOGIG
POST DETAIL FOR STRUCTURES
PER IRC R311,1B21
MID -HEIGHT OF THE WALL.
PERIMETER 4 12' O.0 IN THE FIELD.
LESS THAN 5'
• SPIRAL STAIRS
tm' MIN.6'
SPHERE UNABLE
FROM PROPERTY LINE
PROVIDE MIN 1 1/2' RN a A POINT 12'
TO PASS THROUGH OPENING
5112' THICK NOMINAL 3 PGF DENSITY 5/8 bv45
FROM WHERE TREAD IS NARROWEST
law
BELOW STAIR INSTALL V2'
GM • CEILING, AND WALLS
UNFACED MINERAL FIBER BATT
s1a1Ne
`,`J/ IN 3( "
PER IRC R311'1'10'1
INSULATION FRICTION FIT BETWEEN THE
AF50 ROOF VENTS
(3) 2X12 STRMCsERB
gra
WOOD STUDS, CROSS -BRACING 4
2xb HALL STS
(50 50. IN. NET FREE AREA)
/
/
FIRE BLOCKING a MID -SPAN AND
TYPE X GWB APPLIED VERTICALLY
TOP/BOTTOM PLATES.
N STUD WALLS ALONCs AND N LINE
W/ HORIZONTAL JOINTS BLOCKED AND
J
CONT. HANDRAIL 34'-38' /
WITH STRINGERS IF AREA WDER
FASTENED W/6d GEMENT COALED lis'
A130VE TREAD NOSING. /
2x4 THRUST
MOCK STAIRS IS IIINFNISHED
CUP -HEAD DRYWALL NAILS W/.0515'
WEATHER BARRIER FASTENED OVER THE GABLE END r - I REWALL PETAL
SOLID TIGHT FITTING TRUSS BLOCKING
PICKETS OPEN SIDE
INTERIOR
SHANK DIA. 4 1/4' HEAD DIA. SPACED 8'
SHEATHING USING SUFFICIENT FASTENERS LESS THAN WTO THE PROPERTY LINE
,
O.C. ALONG STUDS 4 PLATES. EXPOSED
TO PREVENT AIR POCKETS IN THE WRAP
/
DECK
FASTENER HEADS AND WALLBOARD
1' F'T 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 CEMENT BOARD
2x STUDS PER PLAN
P.T. 2X12
EDDED IN FIRST LAYER OF
2. T1-11 SIDING
Hu212
HU21MTL
COBMPO ND OVER WALLBOARD JOINTS.
3. WOOD FIBER PANEL
X6 SHEATHING
TTo SYRINGE
HANGERS
4. CEMENT PLASTER (STUCCO)
AT EA. STRINGER
5. STEEL SIDING
EXTERIOR WALL COVERING
3-2x12 P.T. STRINGERS
PER PLAN
36'X36' 111N. EXTERIOR
LANDING
CON( PAD
DESIGN: (ICC -ES REPORT -
ESR -1365) WALL TYPE 43.4 - 1 HR EXTERIOR WALL ASSEMBLY
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 8302.1
PER IRC 302 4 TABLE 8302.1
NO SCALE
H
I HOUR �1RE-RE515TIVE
DETAIL5
J TYPICAL
STAIR DETAIL AND NOTES
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION 8302.11 • R302.12
I. IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED 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 CONCEALED SPACES AT STAIR STRINGERS AT THE
TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES
UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 6096 BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON-BEARING MAXIMUM NOTCH
4096, BORING 6096.
- HOLES NO CLOSER THAN 5/6
INCH t0 FACE OF STUD.
TYPICAL
(2)2x6 TO1
2x6 STUD
2x6 BOTT
1/2' SHT'G
AIR BARD
EXTERIOP
R-21 INSUL
VAPOR B
(WARI`1 511
1/2' GYP.
4' DIA. PE4-. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC 5 U I L D I II � 5 C T I O Ij�
�
3/S II - I I -o II
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-2033-2R
Date:
5-26 -23
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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-2033-2R
Date:
5-26 -23
�tl
GENEAL &TfRUGTUfRAL NOTES
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, 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)
Sc* 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 SURF -ACES 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 Pc = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ilB% BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1140"
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" (% AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF*2 OR BETTER
2x FRAMING PM 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 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 UJOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD AI90.1,
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 J015T WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E =
1,(B00,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH 16d G 8" O.C.
SHEAR WALLS:
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN
THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ed a 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 'SIMP60N' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ed COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH ed COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ed
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
SHEAR WALL SCHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
8d 6 6" O.C.
5/611's 60" O.C.
Qa II = 230 PLF
OR OSB
I/2" CDX
8d G 4" O.C.
5/811,9 32" O.G.
QaI1 = 350 PLF
OR OSB
1/2" COX
8d 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" 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 Tl -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 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 A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DE51GN IN
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED.
LSTA30 - BEAM
TO TOP PLATE
-52x13BGL8 --
❑ ❑
LSTA36 - HDR 4 SILL
TO 3x BLOCKMCS.
(TTP. 2 PLACES)
V
STEM WALL
a
a
a
2'-0" a a
AD
04 JBAR FOR
STEPEXCEEDING 2'
.D
4
T.
° ° MAX
1 MAX
CONTINUOUS FTG.—/
MINIMUM
REINFORCEMENT
STEPPED FOOTING DETAIL
810 SCALE:
3j4" • I'-0'
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STND
TYPE 14OLDOUN BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKINGS
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UN.O.
FINISH GRADE
Ibd a 16" O.C. SOLE
PLATE NAILING.
3/411 SUBFLOOR
/,/-(3) 8d JOIST -TO -TOP
PLATE UNA. MAINTAIN
4fMIR I1/2" END DISTANCE.
2 x 6 STUD ® 16" O.C. USE
-DBL STUD ® ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ 5'a" OANCHOR MAX -
BOLT 4 3" x 3" x Ii4" WASHER
AT 5'-0" O.C. UND.
(ALT. MASA 5 48" OL)
STND TYPE HOLDOWN
PER PLAN.
-"4 BAR * 10" O.C. - HORIZ
(36°
BAR a 16" OL. - VERT.
FINISH GRADE
04 BAR CONTINUOUS
p (TYP OF 2)
D p �
p
D �
8"
I'-4"
r2"� CRIPPLE WALL WITIH BACKFILL FOUNDATION
s� SCAM 34" • I'-0"
COPYRIGHT 2023, SEGA ENGINEERS
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1/2" RATED SHEATHING
ad Is 6" O.C.
(4" O.C. a SIM.)i� EXTERIOR SHEATHING PER 1�2" RATED SHEATHING w/ NOTE:
PLAN OR SCHEDULE ad a 4" O.C. t0 FRAMING TRUSS t0 DEVELOP =
STAGGERED SHEATHING
II CAPACITY OF CONNECTOR N Lu
PER PLAN. EXTEND OVER H1 FRAMING ANCHOR Sd a 4 O.C. TRUSS PER PLAN N
2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 6� O
At DBL TRUSS. GABLE END TRUSS. I 2x BLOCKING w/ 16d a S" O.C. 2x BLOCKING w/ (2) ad DBL 2x TOP PLATE. LL
ad 6" O.C. t0 STUD EACH END (BEAM At SIM.) -1 W w
1�2" RATED SHEATHING
U q Ci �
A35 9 48" O.C. RAFTER OR TRUSS PER PLAN
DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM.) w/ (2) ad t0 2x BLOCKING
2x VENTED BLOCKING. TRUSS PER PLAN CONNECTOR STRAP
END NAIL t0 TRUSS � DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER
4'-0" MIN. NAIL w/ 1LA P 4" O.G. 16d G 6" O.C. STAGGERED. OR � 46" O.C. SECURE w/ 2x STUD PER PLAN PER PLAN.
EACH END w/ (2) ad, A34 EACH END. NOTE:
)7t
STAGGERED. ADD LSTA24 TO NOTE: INSTALL CONNECTOR PRIOR
WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING i�xl
SEE ARCH FOR FLASHING
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR FRAMING PER PLAN. REQUIREMENTS. 2x STUD (NOT m SIM)t0 PLACING COMMON TRUSSES
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (EADER SIM.) o
MEMBER OR BLOCKING
� w
.01
w a
en
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 'a G,45LE END 3 LOWER ROOF FRAMING e SHEAR WALL 4 DRAG STRUT CONNECTION
52 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" 52.0 SCALE: I" = 1'-0" 52 0 SCALE: 1" = I'-0"
b
o
U q
16d 16" O.C. SOLE MSTC HOLDOWN 1(od tv all O.C. SOLE DBL 2x TOP PLATE v o
PLATE NAILING. STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN a" I
(3)16d t0 TRUSS WEB (TYP.) SUBFLOOR PER PLAN ,�
SUBFLOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN 1'/2" SHEATHING w/ ad ad tv 4" O.C.
HDR PER PLAN.________________________i_T__________________TT_____ 1.4
o
bt
(3) ad JOIST-TO-TOP ad a 4 6 O.C. 6 O.C. EDGE NAILING. 2x FRAMING w/ (3)
2x CONTINUOUS RIBBON j M
PLATE U.N.O. MAINTAIN SHEATHING 4 NAILING (NOT ,@ MANF PANEL) 16d t0 TRUSS WEB--
MIN. 11/2 END DISTANCE. PER PLAN. PANEL EDGES ________
MSTC HOLDOWN TO OCCUR ON COMMON W
STRAP PER PLAN—\, MEMBER OR BLOCKING. I b
I 3x BLOCKING. EXTEND
TRUSS PER PLAN l2) BAYS l24" MINIMUM) cQ
a
j ! OR t0 CORNER cq
SHEATHING 4 NAILING PER PLAN, j j j' (TYP)
SPLICE t0 OCCUR ON COMMON -�-- TRIMMER STUD(S)
1----------------------------
MEMBER OR BLOCKING j W w
1i2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. ccQ
Q
1/2" SHEATHING INFILL BLOCKING ad tv 6" O.C. EDGE NAILING OR (BEAM AT SIM) j
FLOOR TRUSS
w/ ad a 6" O.G. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING STUD
PER PLAN (NOT At MANF. BLOCING PANEL) 16d 4" O.C.
2x FRAMING PER PLAN.
2x DBL TOP PLATE. LAP SPLICE 16d 4" O.C.j
(BEAM
SIM.) SHEATHING 4 NAILING PER
4'-0" MIN. 4 NAIL w/ 16d � 4" i
O.C. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. ! 1/2" RATED SHEATHING 4
NAILING PER SCHEDULE.
LSTA STRAP PER j
5 TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING 6 CANT. J0I5T FLOOR FRAMING Q INTERIOR 5HEAR WALL PLAN (TYP).
52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 52.0 SCALE: 1" = I'-0" I j
2x SILL PLATE
1'/2ad 6" O.C.
" RATED SHEATHING 2x BLOCKING w/ (3) ad
'
�
16d 4" O.C. SOLE TOE-NAIL t0 4x BEAM 4 '
l;
NAILING PER PLAN. PLATE NAILING.'i2" RATED SHEATHING 16d S" O.C. SOLE SUBFLOOR PER PLAN (2) ad t0 JOISTS. j
2x CONTINUOUS 4 NAILING PER PLAN. PLATE NAILING. 3x BLOCKING
RIBBON SUBFLOOR PER PLAN JOIST PER PLAN (TYP)
2x CONTINUOUS SUBFLOOR PER PLAN
TRUSS PER PLAN RIBBON 2x4 w/ (S)16d AT 8 5HEAR WALL FORCE TRANSFER DETAIL
2x4 GUSSET EA BEAM PLICE. S2 0 SCALE: I" = 1'-0"
SIDE w/ (S) 16dT (NOT A METAL CAP)
HANGER BY TRUSS (ALT. METAL CAP)
SUPPLIER
4x4 Pt POST L5TA24 STRAP
(4x6 AT SPLICE) (FAR SIDE) „
+ 16
MAB ANCHOR 15�� 2x TOP PLATE MINIMUM NAIL SHEATHING t0 HDR Cly
FLOOR TRUSS PER PLAN (ALT. A34 ANCHOR w/ ad tv 3" O.C. EACH WAY. � A
TWO SIDES) MIN. HDR PER PLAN. EXTEND
2x BLOCKING G MONO-TRUSS FLOOR TRUSS PER PLAN 12�� OVER PANEL t0 KING STUD.
FTG PER PLAN—\ MIN. . • HEADER INC SCUD t0
MSTC HOEDOWN D i> ° ' ' ' ..
PER PLAN BEAM PER PLAN.
BEAM PER PLAN. FINISH GRADE p � ' �-�--�
j j:j 2x KING STUD w/ 2x
FASTEN TOP PLATE t0 i CRIPPLE STUD
9 5HEAR WALL FRAMING AT NAM 10 5HEAR WALL FRAMING ,AT BEAM 11 FLOOR FRAMING ,AT CRAWL 5P,ACE HEADER w/ (2) ROWS 'i
+10
s2.0 SCALE: I _ I 0 82.0 SCALE: I - I 0 16d AT 3" O.C. — :4x BLOCKING 'S MIDDLE
52 0 SCALE: I" - 1'-0" - -
24" IF REQUIRED./
10'-0" MAX.
6d o 16" O.G. OLE
2x STUD PER PLAN. USE MINIMUM PLATE NAILING. l8 -0 SIM) .j.� .j
2x STUD PER PLAN. USE DBL (2) 2x STUD G ENDS OF SHEAR :'.j �i 1/2" RATED SHEATHING (24/0 EXP 1).
STUD At END OF SHEAR WALLS WALLS 4 HOLDOWNS. SEE SHEAR 3�4" SHEATHING .I:! : NAIL w/ (2) ROWS ad 3" O.C. At
4 HOEDOWNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x14" (2) 2x CRIPPLE ,j PANEL EDGES.
SCHEDULE FOR 3x STUDS. WASHER SEE SCHEDULE FOR STUDS. ;+j
SHEATHING NAILING PER SHEATHING 4 NAILING PER .�.i i.;
SIZE 4 SPACING.USE NVO At
PLAN OR SCHEDULE PLAN. SPLICE t0 OCCUR �+ ��� l2) 2x PLATE. (NAIL
ON COMMON MEMBER 60" O.C. UN.O. +j+ !� SHT'G TO EA PLATE)
4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL •j� �•
MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL :I -=-
*4 AR - HORIZ.
FINISH GRADE OR
xie
6" MIN. (NOT S.O.) !j ELEY. VARIES j ,i + NY, 1-t", PA,
1-t",
1�
SLAB ON GRADE j a FINISH GRADE 12" MAX• ! STHD HOEDOWN PER PLAN. j 2x Pt SILL"�'�
STHD HOLDOWN—/
2x PT SILL 1w/ ANCHOR BOLT (S.O:G. SIM.) i # StHDl4 HOEDOWN UNO. 8 m ANCHOR BOLT w/ MIN.
4 3 x 3 x 1/4WASHER PER 4 1 BAR 24 O.C. - VERT. l2) 5,
PER PLAN a I 'I\_7 EMBEDMENT 4 3" x 3" x 144"
-(Oil
PLAN OR SCHEDULE. USE
GALVANIZED 1E WASHER
MIN. � 5/8°0 � 60" O.C. MIN. I -6 MIN a
4'-0" MAX. *4 BAR CONTINUOUS FINN8" A MOCK S EM WALL w/
R PLAN.
a _-04! BAR 24" O.C. -VERTICAL $�� Q D 4
O 4 BAR HORIZ. TOP BOTTOM.
#4 A CONI. O
BAR 12 PORTAL FRAME PANEL
La (TYP.) S° S2 0 SCALE: NONE
1'-4" 11_4"
52,VLOI
13 FOUNDATION AT 5LA5 ON GRADE 14 FOUNDATION AT CRAWL 5PACE
52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" GOPYRIGHT 2021, 5EGA ENGINEERS
JOB 10-082