Building Plans;
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;
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- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
NOTE-
- 60% BORING IF DOUBLED t
FASTENERS FOR TREATED
LESS OR EQUAL SUCCESSIVE STUDS.
WOOD TO BE HOT -DIPPED
- NON -BEARING MAXIMUM NOTCH
GALVANIZED, STAINLESS
40%, BORING 60%.
STEEL, SILICONE, BRONZE
- HOLES NO CLOSER THAN 5/8
OR COPPER,
INCH TO FACE OF STUD.
GENERAL NOTES:
I.
2.
4x4 P.T. POST
W/ PB BASE 3
C
s
b
s
)N 24'x24'xl2' -
:ONCRETE FTG. 11'-0' 29'-0' 4,
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EDGE OF SLAB 5,
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ILI OVER 4' COMPACT
SAND AND GRAVEL BASE
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4 CONC. SLAB
r - - OVER 4' COMPACT �4
SAND AND GRAVEL BASE S2 0
M WSWH18X8 STRONGWALL.
11' C;, SEE SIMPSON PRODUCT GUIDE
FOR FINISHED CURB HEIGHT E
PORTAL O YP. OF 2
4x4 P.T. POST (10' MAX. HEIGHT)
00 / PB BASE
.�� S2� y�� ON 24'x24'xl2'
1 '� CONCRETE FTG.IF
Ir
FOUNDATION NOTES:
FOUNDATION PLAN
1 /4" =1'-0"
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
ADJUST CRAWL SPACE VENTS TO BE 12' MINIMUM AWAY FROM HOLDOWNS
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 1164/150 = 11.16 SQ. FT.
PROVIDE SCREENED VENTS
FOR VENTILATION
ALL WORK TO BE IN CONFORMANCE WITH 2O21 IRC.
VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
TO OUTSIDES.
VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM -12'
ABOVE DRAIN.
SHOWERHEADS E 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.
ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE
SAFETY GLASS.
ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
SMOKE ALARMS - t0 BE INSTALLED PER SEC R3143 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.
OVIDE CARBON MONOXIDE ALARMS PER SEC. R315
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 2021 IRC d WA. STATE AMENDMENTS
SEC R315.
INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC
R403B3.
ALL DUCTS E 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.
EXHAUST AIR SHALL NOT BE DIRECTED ONTO
4LKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
JTSIDE THE BUILDING. PER R303B.2.
GAS PIPING IS t0 BE PROTECTED PER G2415.-I.
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 t0 WHICH WALL, CEILING OR FLOOR
MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE
PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH
OF THE PIPE AND THE FRAMING MEMBER AND THAT
EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE
FRAMING MEMBER WHERE THE FRAMING MEMBER THAT
THE PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD
PLATES SHALL COVER THE FRAMING MEMBER AND
EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM
FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW
THE TOP FRAMING MEMBER
ATTIC d CRAWL ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED t0 A LEVEL
EQUIVALENT t0 THE INSULATION ON THE SURROUNDING
SURFACES
WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE d WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
DRYER DUCT SPECIFIED LENGTH PER SEC 1" 11502.4.5.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10.668mm) FROM THE CONNECTION TO THE
TRANSITION DUCT FROM THE DRYER t0 THE OUTLET
TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM
LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
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 2021 WSEC
TABLE R402.4.1.1.
STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
t0 A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/
BALLOON FRAME WALLS)
I I
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PEN
X COFFERED CLG.
0 WI
PAIR
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MEN OPTION
1/4' a 1'-0'
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' CONC. PADS UNLESS NOTED
OTHERWISE.
4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT.
5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE.
6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
i. PROVIDE MINIMUM I6'-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 R406.
*FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SUIRFACE 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.
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 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 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE
STAIRWAY HAS SIX OR MORE RISERS.
EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC 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.
/I &
U I ILI IT P MUM NU I =WMAICt Ur' AIX:
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.iS.
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 50. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR MEANS PER G24313B.
E ::i = 100 SO INCH TRANSFER GRILL
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505A3(I) d
1505A3(2) FOR FAN SIZING AND RUN TIMES
MAIN FLOOR PLAN
/4"=1'-0"
MAIN r-LOOR:
UPPER fL00R:
TOTAL :
GARAISE :
F4RON7 PORCH:
REAR PORCH:
1164 50. FT,
rt46 50. r-T.
2510 50. �T
581 50. FT.
14 50. �T.
126 50. r-T.
FURNACE t0 HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER COPYRIGHT 2015
WITH TIMER AND CONTROLS ARE TO Landmark Design Inc.
BE ADDED FOR THE REQUIRED FRESH ALL RIGHTS RESERVED
AIR EXCHANGE.
BLUE IS AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.10.1
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. (R3113.1)
ON
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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-2470-2R
Date:
1-3-24
0j,
]S VENT5 IREaV
12. � SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0).
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
NOTE-
- 60% BORING IF DOUBLED E
FASTENERS FOR TREATED
LESS OR EQUAL SUCCESSIVE STUDS.
WOOD TO BE HOT -DIPPED
- NON -BEARING MAXIMUM NOTCH
GALVANIZED, STAINLESS
40%, BORING 60%.
STEEL, SILICONE, BRONZE
- HOLES NO CLOSER THAN 5/6
OR COPPER
INCH TO FACE OF STUD.
4x4 F.T. POST
W/ PB BASE 40'-0'
ON 24'x24'xl2' -71
CONCRETE FTG. 11'-0' 29'-0'
(2 PLACES) ,
1 -2
EDGE OF SLAB
N N
-, -,
J
�4 �4 9
52 0
4' GONG. SLAB
OVER 4' COMPACT
SAND AND GRAVEL BASE
0 0
`Q * 4 BARS U`Q
18, O.G.
I I I I I I I 4XI T P
ULL
O
e
6 tIL V SQU EN VA OR 15ARPIEF W 7
+>x`� HR UGH Ut RA LS AC w U ��+ O
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P-O
70
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IN
7
cn
1 tC3 C, '-2' 5 -2' 5' 2' 51- ' 41- 3 -11'
1 c3'-2'
,
C3I_1 �_1' 2'-4 ' 6' i ' -81,1 4 -1i' �4
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M 10'-9' 6' 11 BARRIER +�b �¢
m 4*;
.
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,
6
52.0
m
4 10 T P 4' CONC. SLAB '
IN. NNWI
OVER 4' COMPACT 0 6'
SAND AND GRAVEL BASE SLOPE '
1 9 '-8' 5'- I'- * I 3' TO DOORS r
_ 4 BARS
r 0 .y\03
\+6
e
10 TYP
TY -�
1 9 '-8' 5'- I'- - - *S2.0
CONT. FTG.
F4' GONG. SLAB
OVER 4' COMPACT
SAND AND GRAVEL BASE
52.0
WSWH18X8 STRONGWALL.
SEE SIMPSON PRODUCT GUIDE
ill WEMW FOR FINISHED CURB HEIGHT t
PORTAL INSTALLATION YP. OF 2)
(10' MAX. HEIGHT)
ti
40'-0'
FOUNAT 1 ON PLAN
1/41I= I'-O"
STWO EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
ADJUST CRAWL SPACE VENTS TO 5E IT MINIMUM AWAY FROM HOLDOUINS
VENT I L,4T I ON
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
USE 3' x 3' x 1/4' REQ'D 1164/150 = 11.16 60. FT.
GALVANIZED STEEL FOR PROVIDE
SCREENED VENTS
SQUARE PLATE
WASHERS FOR ALL 1-1
� VE N T CJ �E Q '
ANCHOR BOLTS
GENERAL NOTES:
I. ALL WORK TO BE IN CONFORMANCE WITH 2O21 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 E KITCHEN FAUCET t0 BE LIMITED t0
MAXIMUM I. -IS G.P.M. FLOW. ALL OTHER LAVATORY
FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G-PM FLOW.
-I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE
SAFETY GLASS.
8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR t0 BE SAFETY GLASS
S. SMOKE ALARMS - t0 BE INSTALLED PER SEC R3143 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.
4C=SMOKE ALARM -CARBON MONOXIDE COMBO.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR d OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2021 IRC d WA. STATE AMENDMENTS
SEC R315.
II. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
R403B3.
12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 PER
WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN
THE GROUND SHALL BE INSULATED TO R-10 WITH
INSULATION DESIGNED TO BE USED BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER 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 f WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
li. DRYER DUCT SPECIFIED LENGTH PER SEC 1" 11502ABI
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET110668mm) FROM THE CONNECTION TO THE
TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
ACCORDANCE WITH THE TABLE M1502AB.1. THE MAXIMUM
LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC
TABLE R402A.1.1.
19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/
BALLOON FRAME WALLS)
--
I
---
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I
� I
flEN
I
COFFERED CLG.
wl
PAIR
I
110V
I
0•
�
L-
- - - - - - - -
FOUNDATION NOTES:
1. ALL FOOTINGS t0 BEAR ON FIRM UNDISTURBED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA, 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 t0
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
101=1REVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE.
11. INDICATES 'SIMPSON' HOLDDOWN.
12. a SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0).
MEN OPTION
1/4' =1' -0'
INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 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 R3032 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.
UTILITY ROOM NOTES/MAKE UP AIR:
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 G2439.1B.
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 HER
A ANS 24 5
MAIN FLOOR PLAN
1/4"=1'-0"
MAIN FLOOR:
UPPER FLOOR:
TOTAL :
GARAGE:
FRONT PORCH:
REAR PORCH:
1 "764 50. PT.
"746 50. PT.
2 /510 50. P T
5cl1 50. PT.
45 50. PT.
126 50. PT.
PPR ME PER G 39 FURNACE TO HAVE A DUCT FOR WHOLE HOUSE VENTILATION -
WITH = 100 SQ INCH TRANSFER GRILL OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE t0 *REFER TO SHEET N-2 TABLE 1505.430) d
BE ADDED FOR THE REQUIRED FRESH 1505A3(2) FOR FAN SIZING AND RUN TIMES
AIR EXCHANGE.
BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.10.1
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
®
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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-2470-2R
Date:
1-3-24
2*1
LSTA36 - W0R E SILL
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. R80-1.1.
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
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
FRAMING NOTES:
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/66 NAILS 0 24'
O.G. NAILED TOP t BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF "2, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS E WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH AND AT EACH SUPPORT
BY SOLID BLOCKING OR BY ANOTHER
APPROVED METHOD.
5. MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. a REFER TO SHEAR WALL SCHEDULE.
:ONT. D=I TOP PLATE
it-10 R16610 INSULATION
SHADED AREA)
4X HEADER
KIN& STUD
EXTERIOR PLYWOOD
TRIMMER
:ADEi@/IN5UI.ATION =�ET?
NTS
SEGOND FLOOR FRAM I NG PLAN
_STA36 - HDR < SILL
8 TO 3x BLOCKING.
2 0 (TYP. 4 PLACES)
1/4" =1'-O"
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN }'GYPSUM BOARD, J' 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. DR.AFTSTOPS
SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF.
11.E =1=9
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB 0 CEILNG
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
TRUSS LENGHT VIEW `— GB a CEILING
i: -
SUB -FLOOR MR PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPNG
GM A CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPNG
TRUSS TOP VIEW 0 GARAGE WALL
SCALE. vs' - I'-V'
DRAr-T5T010101 NG DETAIL
y T__ I L �4T I ON CAL CUB AT I ONS QU I it l" «NTH 8
AT LEAST 40904 NOT MORE THAN 509. OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (820
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 CALCULATIONS AND LOCATIONS
ROOF i�RAMING PLAN
1/4" =1'-O"
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
TES:
IRC SEG RSf0Z.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).
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
40%, BORING 60%.
- 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-2470-2R
Date:
-::::]
1-3-24
J
LSTA36 - POR E SILL
(TYP. 4 PLACES) 8
52.0
SEGONn FLOOR FRAM I NG PLAN
/4"=1'-O"
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.
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. R80-1.1.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPEO 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. a REFER TO SHEAR WALL SCHEDULE.
ROOF OVERFRAME 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).
FRAMING NOTES:
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/Sd NAILS Q 24'
O.C. NAILED TOP E BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x6 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 4 WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH AND AT EACH SUPPORT
BY SOLID BLOCKING OR BY ANOTHER
APPROVED METHOD.
5. MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6, a REFER TO SHEAR WALL SCHEDULE.
OONT. D=1 TOP PL&TE
?-10 RI&ID INSULATION
SHADED AREA)
4X HEADER
KIN& STUD
EXTERIOR PLYWOOD
TRIMMER
HEA=�ER/INSULATION ?;�ETAIL
NTS
l CALCULATIONS 4 REQUIREMENTS
AT LEAST 40964 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED BY 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 R802.1.
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 CALCULATIONS AND LOCATIONS
LSTA36 - HDF
(TYP. 4 PLACES) 8
52.0
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
40%, BORING 60%.
- 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-2470-2R
Date:
1-3-24
3el
1/4"=1'-0"
INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 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.
'LAN 0 M
ELECTRICAL KEY
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET.
o
110 V W/ BATTERY
C
BACKUP
CABLE T.Y. JACK
PHONE
UNDER COUNTER
LIGHTS
`�' MC
GAS OUTLET
HOSE BIBS
EXT. FAN VTOS
HEAT DETECTOR
H
INTERCONNECTED
o 1..1
PER 314.23
(GARAGE)
V
(ELECTRIICCEVREHICLE)
ONE PER DWELLING
PER SEC R335 IRC
SMOKE DETECTOR
110V
110 VOLT
PER 314.3
S.D.
1/4"=1'-0"
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer,
Plan No:
L2M-2470-2R
Date:
1-3-24
II
v
1/4"=1'-O"
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE 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.
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
CABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
�C
GAS OUTLET
t
HOSE BIBS
EXT. FAN VTOS
HEAT DETECTOR
INTERCONNECTED
o H
PER 31423
(GARAGE)
CHARGER
V
(ELECTRICVEHICLE)
ONE PER DWELLING
PER SEC R335 IRC
SMOKE DETECTOR
110V
0°
110 VOLT
PER 314.3
S.D.
0
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2M-2470-2R
Date:
1-3-24
4,01
2x6 *2 OF STUDS a 16' O.G.
ATTACH STUDS TO TOP 4 BOTTOM PLATE
(3) 16d FRAMING NAILS.
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED HORIZ. AT THE TOP OF THE G
WALL ASSEMBLY AND THE BOTTOM PLA
A SINGLE STUD. INSTALL 2x6 WOOD STUC
WORIZ. AS GROSS -BRACING POSITIONED
MID -HEIGHT OF THE WALL.
No' TYPE 'X' GWB APPLIED VERTICALLY
W/ HORIZONTAL JOINTS BLOCKED AND
FASTENED W/6d CEMENT COATED 1��8'
CUP -HEAD DRYWALL NAILS WhOS15'
SHANK DIA. 4 1/4' HEAD DIA. SPACED 6'
O.G. ALONG STUDS 4 PLATES. EXPOSED
FASTENER HEADS AND WALLBOARD
JOINTS MUST BE TREATED WK2) COATS
OF GYPSUM COMPOUND. A MIN. 2' PAPER
PLASTIC OR FIBERGLASS TAPE MUST BE
EMBEDDED IN FIRST LAYER OF
COMMPOUND OVER WALLBOARD JOINTS.
SOLID TIGHT FITTING TRUSS BLOCKING
(SEE DETAIL THIS SHEET FOR EAVE
VENTING)
2x8 FASCIA BOARD
7i6' LP®FLAMEBLOCK®FIRE -RATED
OSB SHEATHING W/1.5mm PYROTITE
LAMINATE APPLIED TO ONLY ONE FACE
OF WOOD PANEL. SHEATHING MUST BE
INSTALLED VERTICALLY W/HORIZONTAL
JOINTS BLOCKED 4 W/PYROTITE
LAMINATE FACING THE OUTSIDE 4 MUST
BE ATTACHED TO THE STUDS W/118' 6d
COMMON NAILS SPACED 6' O.G. AROUND
PERIMETER 4 12' O.0 IN THE FIELD.
51/2' THICK NOMINAL 3 PCF DENSITY
UNFACED MINERAL FIBER BATT
INSULATION FRICTION FIT BETWEEN THE
WOOD STUDS, GROSS -BRACING 4
TOP/BOTTOM PLATES.
WEATHER BARRIER FASTENED OVER THE
SHEATHING USING SUFFICIENT FASTENERS
TO PREVENT AIR POCKETS IN THE WRAP
EXTERIOR WALL COVERING:
I. FIBER CEMENT BOARD
2. Tl-I1 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
W1 IN 3r"
MIN. 6x(o PT POST
LP® FLAMEBLOCK® FIRE -RATED
DSB SHEATHING
JR No' TYPE 'X' GWB SHEATHING
SIDINGS OR TRIM PER PLAN
POST DETAIL FOR STRUCTURES
LESS THAN 5'
FROM PROPERTY LINE
AF50 ROOF VENTS
(50 SQ. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x6 FASCIA BOARD
2x STUDS PER PLAN
W6' SHEATHING
EXTERIOR WALL COVERING
PER PLAN
STAIR NOTES:
PER IRC R311.1
• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
BOTTOM.
• ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SPHERE SHALL -
GON$tRUCTION NOT PASS THROUGH
MAXIMUM RISE TO BE 1-3/4'.
• MINIMUM RUN TO BE 10'.
• MINIMUM HEAD HEIGHT TO BE V-S'.
• MINIMUM STAIR WIDTH TO BE 36'.
• PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
TREAD.
• PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED
WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES
' MIN. 36' HIGH W/ CLEAR SPACE PER R312.1J AND R312.12
HANDGRIP PORTION OF HANDRAIL SHALL BE
NOT LESS 1 1/4' NOR MORE THAN 2' IN
CROSS SECTIONAL DIM.
• WINDING TREADS
PER IRC R311.71B 2.1
SPIRAL STAIRS
PROVIDE MIN 1 1/2' RUN A A POINT 12'
FROM WHERE TREAD IS NARROWEST
PER IRC R311.7.10.1
CONT. HANDRAIL 34'-36'
ABOVE TREAD NOSING.
PICKETS PER IRC
ON OPEN SIDE
1' PT RISER2.,°
9�
HANDRAIL TO 13E PRESENT ON
ON AT LEAST ONE SIDE OF STAIR
HANDGRIP PORTION OF HANDRAILS
SHALL HAVE CIRCULAR CROSS SECTION
OF 11i4' MIN. 4 2' MAX. EDGES SHALL HAVE
A MIN. RADIUS OF '�•'.
4 C, ALL REQUIRED GUARDRAILS TO BE 36'
MIN. IN HEIGHT.
OPENINGS FOR REQUIRED GUARDS ON
�aO THE SIDES OF STAIR TREADS SHALL NOT
►v'' ALLOW A SPI-IERE 4 INCHES (Mmm) TO PASS THRO".
MIN
F'ER R312J3
N081h C I� MAX
6' SPHERE UNABLE
TO PASS THROUGH OPENING
BELOW STAIR INSTALL 1-2-
GW15 * CEILING, AND WALLS
(3) 2X12 STRINGERS
FIRE 15LOCKMCs • MID -SPAN AND
IN STUD WALLS ALONG AND IN LINE
WITH STRINGERS IF AREA UNDER
THRUST BLOCK STAIRS IS UNFINISHED
INTERIOR
DECK
JOISTS PER PLAN
DBL JST
P.T. 2X12
TREADS 1411212
TO STRINGS MTL. HANGERS
AT EA. STRINGER
3-2XI2 P.T. STRINGERS5
'MIN.
��D EXTERIOR
DESIGN: (IGG-ES REPORT - ESR-1365) WALL TYPE 4.3.4 - 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 8 TABLE R302.1 PER IRC 302 4 TABLE R302.1
H I HOUR �IRE—RE51571\/E D J TYPICAL STAIR DETAIL AND NOTES
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION R302.11 R 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. 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.
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STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 4090.
- 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.
TYPICAL EXTERIOR WALL:
(2)2x6 TOP PLATES
2x6 STUDS O 16' O.C.
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
COMPOSITION ROOF W/ 300 INTERWOVEN FELT
ON 1/2' 24/0 PLYWOOD SHEATHING
ALL ROOF FLASHING TO BE MIN. 26 GA
GALV. STEEL.
ROOF DRIP EDGES PER SEC. R905.2zB
PROVIDE DRIP EDGE AT EAVES 4 GABLES
W/ A MIN. 2' OVERLAP.
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R-60 INSULATION
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R-36 HIGH DENSITY
INSULATION RAFTERS
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MANF. TRUSSES 24'O.C.
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FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD SUB-FLR.
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING)
TYP. INT. WALL
(2)2x4 TOP il'
2x4 STUD m
16, O.G.
1/2' GWB EA.
SIDE
2x4 SOT. IE'
KITCHEN
GR�WLSP�GE
6 MIL VISQUEEN VAPOR
BARRIER THROUGHOUT
CRAWLSPACE.
ATTIC VENTILATION
AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED
VENTS SHALL BE IN UPPER PORTION OF VENTILATED
ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR
HIGHEST POINT) WITH THE BALANCE OF REQUIRED
VENTILATION PROVIDED BY SAVE VENTING.
MANF. TRUSSES 24'O.C.
BEAM PER PLAN
FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD SUB-FLR.
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING)
R-38 HIGH DENSITY
INSULATION FLOOR
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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-2470-2R
Date:
-1-3-24
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U1SUJ18X8 STRONCxIUALL. PORTAL INSTALLATION (TYP. OF 2)
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FOR FINISHED CURB HEIGHT 4
PORTAL INSTALLATION (TYP. OF 2)
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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-2470-2R
Date:
1-3-24
At
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COPYRIGHT 2016
Landmark Design Inc.
ALL RIGHTS RESERVED
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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-2470-2R
Date:
1-3-24
11
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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.
8. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plane should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2M-2470-2R
Dare:
1-3-24
H VAC
GENEfRAL eT L�CT AL I OTT e
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, Kzt = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
So = 1.5 - IBC FIGURE 16133(1)
51=1.0,IE=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
CONFOF41 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 S4 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/290 ±15%. BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (N = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES
AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
SLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 u
11/2" (05 AND SMALLER)
2" (% AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF12 OR BETTER
POSTS DM OR BETTER
2x FRAMING W02 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 Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE
A-307, 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-VS 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-461 OR
CCMC REPORT NO.086i5-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE
AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED
COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH
16d a 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 Sd 61 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 0 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd 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 Sd COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND 8d
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 WORW, 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 SCNEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
Sd a 6" O.C.
NO11 a 60" O.C.
Qa II = 230 PLF
OR OSB
1/2" CDX
Sd 6 4" O.C.
5/8" 4v 32" O.C.
Qall = 350 PLF
OR OSB
I/2" CDX
Sd 6 3" O.C.
11/8" to 1(0" O.C.
QaII = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES
STAGGER NAILS
R
SEE DETAIL
12 / 52D 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 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 5IMP50N STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7" INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN 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.
V
STEM WALL
a
a
2'-0" a
a 2
MAX.
' II MAX.
CONTINUOUS FTG. I -0
REINFORCEMENT MINIMUM
I STEPPED FOOTING DETAIL
s1.0 SCALE: 34" - P-ON
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14TS20 - GIRDER
T TO TOP PLATEEl
ADD 04 J BAR FOR
STEPS EXCEEDING 2'.
LSTA36 - 14DR 4 SILL
TO 3x BLOCKMG.
—(TYP. 4 PLACES)
MSTC40 HOLDO,IIN. ALIGN
WITH EMBEDDED STHD
TYPE HOLDOIUN BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
FINISH GRADE
16d is 16" OZ. SOLE
PLATE NAILING.
3/4" SUBFLOOR
—(3) 8d JOIST -TO -TOP
PLATE UNA. MAINTAIN
4fMIK liz" END DISTANCE.
2 x 6 STUD a 16" O.C. USE
•DBL STUD is ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ s" 4ANCHOR MAX.
_BOLT 4 3" x 3" x 1/4" WASHER
AT 5'-0" O.C. UNA.
(ALT. MASA a 48" O.C-)
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR a 10" O.C. - HORIZ
(36°
*4 L13AR a I6" O.C. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (IS" MIN )
(TYP OF 2)
r
D p
p
D �
8"
I'-4"�
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
s1.0 SCALE: 34" - P-0"
NOTE:
DO NOT BACKFILL ABOVE 36"
UNTIL FLOOR SHEATHING, PONY
WALL SHEATHING, AND FILL ARE
INSTALLED PER PLAN.
STHD HOLDOIIIIN PER PLAN
A35 FRAMING ANCHOR-
2x FT SILL w/ 5/g"O ANCHOR
BOLT PER PLAN OR SCHEDULE
(MAXIMUM 32" O.C)
SA:G. PER PLAN
(GRADE a SIM.)
04 BAR a 10" O.C.
HORIZONTAL
1 04 NAR VERTICAL
101,O.G.aH=8'
12" O.C. 4 H = 6'
4" 4 FTG
SHEATHING (40/20)
JOIST PER PLAN OR (2)
BAYS BLOCKING AT 24" O.C.
w/ (a) ad TO SUBFLOOR
'2) 04 BAR a TOP
04 VERTICAL BAR
t0 MATCH LFTG
12"
k g---�04 BAR CONT.
(TYP.)
3 FOUNDATION AT CRAWL SPACE (ALTERNATE)
s10 SCALE: 34" • P-0"
COP�'RIGHT 2024, SEGA ENGINEERS
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GENEfRAL eT L�CT AL I OTT e
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 16133(1)
51=1.0,IE=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
CONFOF41 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 5B 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 41/296 t1.5% BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (N = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES
AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
SLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 u
0/2" (w5 AND SMALLER)
2" ((o AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DM OR BETTER
2x FRAMING HF*2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 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 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-V6 FOR CANTILEVER AND
CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
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-461 OR
CCMC REPORT NO.086i5-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER.
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE
AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED
COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH
16d a 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 Sd 6 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 0 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad
COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd 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 Sd 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), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORW, 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 SCNEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" COX
Sd 6" O.C.
5i8" 60" O.C.
Qa II = 230 PLF
OR OSB
1/2" CDX
8d 4" O.C.
5/8" a 32" O.C.
Qa I l = 350 PLF
OR OSB
1i2" CDX
Sd 3" O.C.
5ia" 16" O.C.
Qall = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES
STAGGER NAILS
R
SEE DETAIL
12 / 52D 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 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 DESIGN IN
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" O.C. STAGGERED.
V
STEM WALL
a
a
2'-0" a
° 2
MAX.
MAX.
CONTINUOUS FTG. MINIMUM
REINFORCEMENT
I STEPPED FOOTING DETAIL
S10 SCALE: 344 = p-ON
r
— — — — — — J
1
I
I
I
ADD 04 J BAR FOR
STEPS EXCEEDING 2'.
I �
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F_ I
I I I 1
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I 1
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L--------J
WT620 - GIRDER LSTA36 - HDR 4 SILL
T TO TOP PLATE7-' ° TO 3x BLOCKING.
(TYP. 4 PLACES)
i $ B B
XI7 is
A
51/2 x 24 GLIB
MAIN FLOOR
A = 1,164 SQ FT
0
a A
x m 5 x 16.5 GLIB
X ED_ 31/2 x 15 GLIB
A = 391 SQ FT
- Cs�RDER DSC2 - GIRDER
TO BEAM TO BEAM
4x8
�r �LSTA36 - HDR < SILL
T 3x BLOGCIW
(TYP. 2 PLACES)
WSWHISxS STRONGWALL. SEE
SIMPSON PRODUCT GUIDE
FOR PORTAL INSTALLATION.
(TYP. OF 2)
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STHD
TYPE HOLDOUN BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
ii
FINISH GRADE
16d is 16" OC. SOLE
PLATE NAILING.
3i4" SUBFLOOR
—(3) 8d JOIST -TO -TOP
PLATE UNA. MAINTAIN
4fMIK I1/2" END DISTANCE.
2 x 6 STUD 6 IV' O.C. USE
-DBL STUD a ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ s" OANCHOR 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 s 10" O.C. - 14ORIZ
(36°
*4 LBAR I6" O.C. - VERT.
FINISH GRADE
• 04 BAR CONTINUOUS (18" MIN.)
(TYP OF 2)
pD
D p
p
D 4
I'4'
2 CRIPPLE WALL WITH BACKFILL FOUNDATION
sI.O SCALE: 340 - F-OM
NOTE:
DO NOT BACKFILL ABOVE 36"
UNTIL FLOOR SHEATHING, PONY
WALL SHEATHWs, AND FILL ARE
INSTALLED PER PLAN.
STHD HOLDOWN PER PLAN
A35 FRAMING ANCHOR-
2x PT SILL w/ N8" 0 ANCHOR
BOLT PER PLAN OR SCHEDULE
(MAXIMUM 32" O.C)
S.O.G. PER PLAN
(GRADE ® SIM.)
04 BAR 6 10" O.C.
HORIZONTAL-\
04 r BAR VERTICAL
101,O.C.aH=8'
12" O.C. 4 H = 6'
4"Y FTG
SHEATHING (40/20)
JOIST PER PLAN OR (2)
BAYS BLOCKING AT 24" O.C.
w/ (8) Sd TO SUBFLOOR
'2) 04 BAR® TOP
04 VERTICAL BAR
TO MATCH LFTG
12"
�04 BAR CONT.
(TYP)
3 FOUNDATION AT CRAWL SPACE (ALTERNATE)
810 SCALE.34" F-0"
COI=''RIGHT 2024, SEG,4 ENGINEERS
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1/2" RATED SHEATHING
Sd 6" O.C.
(4" O.C. SIM.) i/ NOTE:
2 RATED SHEATHING w/ Tf�I.ISS t0 DEVELOP ~
Sd 6 4" O.C. TO FRAMING 16d 8" O.C. SOLE _ .t w
CAPACITY OF CONNECTOR " w
STAGGERED SHEATHING PLATE NAILING.
FPER PLAN. EXTEND OVER SHEATHING 4 NAILING PER PLAN SUBFEOOR PER PLAN Ln
TRUSS PER PLAN
2x VENTED BLOCKING. NI FRAMING ANCHOR OR SHEAR WALL SCHEDULE. w/ Sd a 6" O.C. = r
EACH TRUSS. USE HIOA-2 SPLICE ON COMMON MEMBER @ LLO
Sd Is 6" O.C. AT DBL TRUSS. GABLE END TRUSS. �I DBL 2x TOP PLATE. OR BLOCKING. EDGE NAILING. La
(BEAM At SIM.) FLOOR TRUSS d
U �
A35 48" O.C.
PER PLAN Q D
(USE 24" O.C. At SIM.) MSTC HOEDOWN
2x VENTED BLOCKING. TRUSS PER PLAN DBL 2x TOP PLATE. LAP CONNECTOR STRAP
END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER oe
PER PLAN
16d � 6" O.C. STAGGERED. OR � 48" O.C. SECURE w/ PER PLAN.
EACH END w/ (2) ed. 4'-O" MIN. 4 NAIL w/ 16d 4" O.C. A34 EACH END.
STAGGERED. ADD LSTA24 TO NOTE: END TRUSS PER PLAN. PROVIDE
4
WALL SHEATHING AND NAILING SPLICE PER PLAN INSTALL CONNECTOR PRIOR VERTICAL MEMBER At POINT
PER PLAN OR SCHEDULE. SHEATHING NAILING �1 TO PLACING COMMON TRUSSES LOAD FROM ABOVE. 2x BRACING 48" O.C.
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. PER PLAN OR SHEAR 1 2x FRAMING PER PLAN. 2x STUD INOT SIM) 2x DBL TOP PLATE. LAP
MEMBER OR BLOCKING WALL SCHEDULE. (HEADER SIM.) 2x FRAMING PER PLAN. SPLICE 4'-0" MIN. 4 NAIL .� o
w/ 16d a 6" O.C. STAGGERED.
w a
to
no
1 TIPIC,AL ROOF FRAMING CONNECTION 2 ROOF FRAMING GA5LE END 3 DR�AC STRUT CONNECTION Ti�PIC�AL FLOOR FRAMING CONNECTION
10
I0 SCALE: " SCALE: " 1_0" WALE: IWALE: IC �
�1
o ,d
NOTE: WSWH SHEAR BRACE PER PLAN o
Sd 6 6" O.C. 2x BLOCKING wl (3) Sd 2x STUD PER PLAN. USE SEE SIMPSON PRODUCT GUIDE FOR
HVY HEX NUT BELOW ANCHOR DBL 2x TOP PLATE o
TOE -NAIL TO 4x BEAM 4 DBL OR 3x STUD 's HOEDOWN. CURB HEIGHT, ANCHOR LOCATION BOLT SPACER (TYP)
A �
HDR PER PLAN. - — o
(2) 8d TO JOISTS. WSWN PANEL INSTALLATION. '"3 TIE ►� cd
SUBFLOOR PER PLAN 2x PT SILL w/ ANCHOR BOLT 61i2i VERIFY CURB HEIGHT - -- — — — — -- -- -- --� c
JOIST PER PLAN 3" x 3" x 1/4" GALV. WASHER SEE �1
d--1
SHEATHING 4 NAILING , ; I � .1
PER PLAN OR SCHEDULE
SCHEDULE FOR SIZE AND SPACING. FINISH GRADE
2x4 w/ (8)16d At USE 5/s"O tv 60" O.C. U.N.O. PORTED COUPLER COMPATIBLE + -
2x4 GUSSET EA BEAM PLICE.
1 ' ' 3x BLOCKING. EXTEND � �
' w/ A193 B� ROD AS REQ'D. � '
T(NOT A METAL CAP) 6" MIN. ° 04' BAR 6 24" O.C. - VERTICAL � ' I � (2) BAYS (24" MINIMUM) cQ
SIDE w/ (8)16d FINISH GRADE OR ! i a A I -0Im
(ALT. METAL CAP) 12" MAX. SLAB ON G DE 1"� THREADED ROD ANCHOR, ! OR t0 CORNER cQ
•4 BAR -HORIZONTAL SLAB ON GRADE PER PLAN GRADE A193 Bi CONTINUOUS FtG BEYOND. TRIMMER STUD(S)
(TYP)
4x4 Pt POST OVER 6 MIL VAPOR BARRIER I I m
i
(4x6 At SPLICE) j cQ
W
+++ 1�_6�� STHD HOEDOWN ON COMPACT BASE. �_ 04 x 30" BAR OVER DBL HVY ! � � � � CQ
MAB ANCHOR MIN. PER PLAN i--
18 d *4�BAR 24 O.C. -VERTICAL 1-2 - -- HEX NUT 4 WASHER ASSEMBLY
(ALT. A34 ANCHOR MIN. KING 5TUD—\
TWO SIDES) 12" 6" o i
MIN. `�
FTG PER PLAN o 6 #4 BAR CONT.
I
� 0 . 6" MIN. '
oD ® (8" SIM.) i 1/2" RATED SHEATHING 4
FINISH GRADE D 1'-0" 114011 811 I NAILING PER SCHEDULE.
LSTA STRAP PER '
10 3'-5" PLAN (TYP).
FLOOR FRAMING AT CRAWL 5P/�CE � FOUNDATION ,AT SLAB ON GRAPE � FOUNDATION AT OW 5HEAR PANEL
52.0 SCALE: 1" - 1'-0" 52.0 SCALE: 1" - 1'-0" 82 fd SCALE: 1" - 1'-0" ! '
2x SILL PLATE
!
2x STUD PER PLAN. USE MINIMUM �- — — —- --
SHEATHING NAILING D5L STUD ENDS OF SHEAR
�,-T-T---- T +
PER PLAN OR SCHEDULE WALLS AND HOLDOWNS. SEE SHEAR FRAMING 4 SHEATHING PER
16d � 16" O.C. SOLE WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME 5/s"� ANCHOR BOLL w/ 3 x 3 x 1/4 I
PLATE NAIING 3/4" SUBFLOOR PANEL PER PLAN. (12/52.0) GALVANIZED PLATE WASHER 3x BLOCKING
2x Pt SILL w/ (2) 2x NAILERS (TYP)
JOIST PER PLAN
4" SLAB ON GRADE OVER 8 5HE,AR WALL FORCE TRAN5FER DETAIL
I'-0°
52.0 =
MIN. 6 MIL VAPOR BARRIER SCALE: I"
*4 BAR - HORIZONTAL
q
6" MIN. (NOT is 5.0jS.) 2x Pt SILL STND HOEDOWN
FINISH GRADE 12" MAX. ANCHOR BOLT w/ 3"x3"x1/4" GALV. PER PLAN a LSTA24 STRAP
(S.O SIM.) # �`- WASHER SEE SCHEDULE FOR SIZE (FAR SIDE)
4 i$AR 24" O.C. ,._� a a *4 A CONT. - TYP. 16"
- VERTICAL 4 SPACING. USE 5/s"� 60" O.C. MINA BAR 24" O.C. -VERT. BAR CO P. NAIL SHEATHING t0 HDR
2x TOP PLATE MINIMUM
-6 MIN. o w/ Sd 6 3" O.C. EACH WAY.
4'-0" MAX STHD HOEDOWN HDR PER PLAN. EXTEND III'
6�� PER PLAN. 6" - OVER PANEL TO ING STUD. emu,
O � (6)16d KING STUD TO
++++++ + HEADER --�1
6 04BAR CONT. 1+1++-___#__1'-00__" L5TA24 STRAP i j 2x KING STUD w/ 2x
g FOUNDATION AT CRAWL 5P�4CE 10 FOUNDATION �4T OVERHEAD C�,4R,4C�E DOOR HDR PER PLAN FAS EN TOP PLATE TO �j 'i CRIPPLE STUD
S2 0 SCALE: I" _ I'-0" 52.0 SCALE: I" = 1'-0"
+,
HEADER w/ (2) ROWS ; NZ +
16d At 3" O.C. ++ 4x BLOCKING 6 MIDDLE
2x FRAMING !, +i 24 IF REQUIRED.
++ „
10'-0" -- -- -- +
MAXIMUM + + + +� --------- j
++ + 4 1/2" RATED SHEATHING (24/0 EXP 1).
++ 'NAIL w/ (2) ROWS Sd 31O.C. AT
PANEL EDGES.
++ +;
(2) 2x PLATE. (NAIL
+'+ +� SHT'G TO EA PLATE)
+1.
1_- -- +I
TOP OF STEM WAE _ == =___ _ C�''Q WAS ip"
ELEV. VARIES J;° '
�z \N 2x PT SILL Ir
-- 75THD
D14 HOEDOWN - �--
(2) !%4 ANCHOR BOLT w/ MIN.
HOEDOWN\-7 EMBEDMENT 4 3" x 3" x 1/4"
GALVANIZED fE WASHER
FOUNDATION PER PLAN.
MIN. 8" THICK STEM WALL w/
*4 BAR HORIZ. TOP 4 BOTTOM.
12 PORTAL FRAME PANEL
52.0 SCALE: NONE 52 o Vn=000
OOFYRIeHT 2024, SEeA ENe1NEER5
JOB 10-0 41