Building Plans;
<
5 OR MORE
;
;
AND BORING
GENERAL NOTES:
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 4.0%.
NOTE-
- 60% BORING IF DOUBLED t
FASTENERS FOR TREATED
I.
ALL WORK TO BE IN CONFORMANCE WITH 2O18 IRC.
LESS OR EQUAL SUCCESSIVE STUDS.
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
2.
VENT ALL EXHAUST FANS, DRYER VENTS AND
- NON -BEARING MAXIMUM NOTCH
4OL BORING 60%CLOSER
BRONZE
OR
RANGES TO OUTSIDES.
- HOLES NO CLOSER THAN 5/8
CO"DSILICONE,
3.
VENT WATER HEATER PRESSURE RELIEF VALVES
INCH TO FACE OF STUD.
TO OUTSIDE.
4x4 P.T. POST
4.
PROVIDE FIRE BLOCKING At ALL PLUMBING AND
W/ PB BASE
40'-0'
MECHANICAL PENETRATIONS.
ON 24'x24'xl2'
11
5.
ALL SHOWER WALLS TO BE WATERPROOF TO
CONCRETE FTG.
II'-0'
29'-0'
MINIMUM 12' ABOVE DRAIN.
(2 PLACES)
6.
SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED
EDGE OF SLAB
TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 4
J L
J
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4' GONG. SLAB _
OVER 4' COMPACT
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CONT. FTG.
01
4 CONC. SLAB
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- -
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OVER 4' COMPACT
a
SAND AND GRAVEL BASE
S2 0
oil
m
WSW18X6 STRONGWALL.
SEE SIMPSON PRODUCT GUIDE
FOR FINISHED CURB HEIGHT E
1.0 G-PM FLOW.
I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO
BE SAFETY GLASS.
6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF
FLOOR TO BE SAFETY GLASS
S. SMOKE ALARMS - TO BE INSTALLED PER SEC
R3143 IN THE FOLLOWING LOCATIONS: IN EACH
SLEEPING ROOMS, OUTSIDE EACH SEPARATE ;9
SLEEPING AREA IN THE IMMEDIATE VICINITY OF 0
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
5' -0i'
EDGE F SLAB
P.. POST
0
LL
=SMOKE ALARM -CARBON MONOXIDE COMBO. ''' Z
C..1-1
10. PROVIDE 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 m 0
OF THE BEDROOMS. PER 2016 IRC E WA. STATE
AMENDMENTS SEC R315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER
WSEC R403.53.
4
12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED A Z
SPACES SHALL BE INSULATED TO A MINIMUM OF -
R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE
.
0
SLAB OR IN THE GROUND SHALL BE INSULATED TO
N
R-10 WITH INSULATION DESIGNED TO BE USED
BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER R303.5.2.
14. GAS PIPING IS TO BE PROTECTED PER 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
PIPE SHALL BE PROTECTED BY SHIEL TES
\
a'
\\\
THAT COVER THE WIDTH OF THE PIPE AN E
FRAMING MEMBER AND THAT NOT 0-
THAN 4 INCHES TO EAC
MEMBER WHERE THE ING MEMB A E `r
PIPING PASSES THROUG A BOTT A
BOTTOM TRACK, TOP PL OR TOP T
SHI -' PLATES SHALL C THE F G
ER AND EXTEND NO S THAN CHE
A VE THE BOTTOM FRAMI EMB AND NOT
L S THAN 4 INCHES BELOW FRAMING
0
BER
'
t CRAWL ACCESS HATCHES OR DOORS
WEATHERSTRIPPED AND INSULATED TO
LE ALENT TO THE INSULATION ON THE
'
U G SURFACES
16. HOUSE VENTILATION 24 HR TIMER, READILY
CESS15LE d WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
-
1-1. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10.668mm) FROM THE
CONNECTION TO THE TRANSITION DUCT FROM THE
DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS
ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE REDUCED IN ACCORDANCE WITH
THE TABLE M1502AB.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
'n
MATERIAL HAVING A THERMAL RESISTANCE OF R-3
PER INCH MINIMUM PER 2016 WSEC TABLE R402.4.1.1.
UTILITY ROOM NOTES/MAKE UP AIR:
PER IRC G2439
1. WHERE THE EXHAUST DUCT 18 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
z„
PERMANENT LABEL OR TAG. THE LABEL OR
,-
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
0
EXHAUST DUCT CONNECTION PER G2439.15.
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
POR A N to LAt O YP. 2
(10' MAX. HEIGHT)
MAKE UP AIR SHALL BE PROVIDED BY OTHER
4x4 P.T. POST
/ PB BASE
APPR MEANS PER G243c3B.
9
S2 0 dj
ON 24'x24'xl2'
= 100 SQ INCH TRANSFER GRILL
1'-11
CONCRETE FTG. 16'-3'
il
14'-10'
5'-8'
19'-6'
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
FOUNDATION NOTES:
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL.
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
�
f U A 7 I
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
Ij� �
O ON
�FL-AN
3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED
THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
1/411= 1 I-OII
OTHERWISE.
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT.
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE
STHD EDGE DISTANCE 1-1/2" MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE.
STAIRWAY HAS SIX OR MORE RISERS.
ADJUST CRAWL SPACE VENTS TO 5E 12' MINIMUM AWAY FROM HOLDOUIN5
6 FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
OR BY ANOTHER APPROVED METHOD.
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS.
*CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT
TO EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC
VENTILATION
THE INSULATION ON THE SURROUNDING SURFACES.
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408.
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
CRAWL SPACE VENTILATION
*FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
TOTAL NET FREE AREA
FLOOR INSULATION.
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
USE 3' x 3' x 1/4'
REQ'D 1164/150 = 11.16 SO. FT.
9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GALVANIZED STEEL
PROVIDE SCREENED VENTS
10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE.
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SQUARE PLATE
FOR VENTILATION
II. INDICATES 'SIMPSON' HOLDDOWN.
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
WASHERS FOR ALL
ANCHOR BOLTS
,S VENTCJ REQ��
12. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0).
a
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II
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II
COY REM
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II �
II
II
I:,, P,
mml E
x4 f I.T. POST
HV
C UNIT TO BE MODEL
CARRIER
FE
ANF002+U1 MIN. HSPF
OF 11.0 HEAT
Lu
IVIF
TO BE MODEL CARRIER
HEAT
Ll
25
A8245*030
PUMP
5/OX6/O X
5/0X6/0 XO
61OX5110,
XO
X
EGRESS
N
`r
OPTIONAL
0
BUILT INH
n C13
8'.
6/Dx /0 SGD S:Ci. 01 MASTER 5PRM
V CLG.
1 METAL FIREPLACE
INT. VAULT LN. 0 I INSTALL PER MFR
Z� I1(dY-----�4-------- - I SPECS. PROVIDE 6'
IN. OUTSIDE AIR
GREA ROOM
a I N I NG ROOM I VAULTED
9' CLG. i 110V
I OP
= BUI 1
I19'-6'
I
7n\\'
- ---8, pPNCs. -----
KITCHEN
9' CLG.
R40
100 CFM
VEP.OS REFE
f -`
7 n 1 N
MIN.
CRAWL E
N
PEN/SEPROOM 2
9' CLG.
w
G j
01,1011LV
,0
PAIR
i
BEPROOM 5
V CLG.
a -
EGRESS
6/0X6 0 XOX
-1'-5' 4' -i'
12'-0'
14' -10'
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.43(1) E
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.
E
NTRY
ZOA
9
5' -8'
M1
13i8' IN. SOLID CORE ELECTRIC WATER
SEL CLOSING DOOR HEATER WITH
WOCID,STEEL INTEGRATED HEAT
OR 0 MIN. RATED PUMP TIER III
NEAR SPEC, MODEL
RHEEM PROPH50
0 IMPACT
BARRIER
o H
HEAT DETECTOR
INTERCONNECTED
PER 314.23
G�1�GE
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
'X' ON CEILINGS. WRAP ALL EXPOSED POSTS
AND BEAMS IN 1/2' GWB
0 NO DUCT OPENINGS
IN GARAGE.
m DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
x 6/0 O.H. iDOOR 16'-3' R.O.
SEE SIMPSON rRODUCT GUIDE
FOR FINISHED ICUR5 HEIGHT E
PORTAL INSTALLATION (TYP. OF 2)
IS, -6'
MAIN FLOOR PLAN
1/4"=1'-O"
MAIN PLOOR: 1"764 50. PT.
UPPER PL.00R: "706 50. PT.
TOTAL_ : 24070 50. PT.
GARAGE: B81 50. fT.
FRONT PORCH: "7 4 50. PT.
REAR PORCH: 126 50. PT.
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
L
m
_E 18 AUrG TRACER
'ALL WATIER SER IG
ING PER UPC 604!
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:
5-11-21
2
- 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 P.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
�4 �4 9
S2 0
4' GONG. SLAB
OVER 4' COMPACT
SAND AND GRAVEL BASE
LLI
0 0
1'
`Q * 4 BARS `Q
18' O.G.
I I I I I I I 4XID T P
UA7
O
ZION
N O
6 IL V SQU EN VA OR AR IE `9 W 4 7
HR UGH UT RA LS AC w U O
iv LA SP ICE 12'. CBL CK \ Z
iL =too >k�
+ X (sp2o
XIO TYf=�a
'-6 5 -2'
cn
1 9 S '-2' 61- '
2'-41;' 6' ij' -84' 4'- J' 4' 1j' L. 4 -1j' 0
XI T
NNNN
AD 0
A
4 O Trp0
A �
�t
IN. 'X2 '
CRAWL AC ES
2 0 SIM
i
�t - IMPACT`��-C
M 10 -9 3 6 11 - BARRIER +Vb
Pt
6
82.0
4> 10 t rP 4' CONC. SLAB
OVER 4' COMPACT .. fi 0
SAND AND GRAVEL BASE SLOPE '
9 3' TO DOORS
1
4 BARS
IS' O.C.
4PK10M-0 MIND
tY
ltvs '-8' 51- ' 1'- '
Ix
CONT. FTG.
`r 4' CONC. SLAB J
- - S2 0 9 OVER 4' COMPACT 0
SAND AND GRAVEL BASE 5-1
WSW18X8 STRONGWALL.
SEE SIMPSON PRODUCT GUIDE
FOR FINISHED CURB HEIGHT t
PORTAL INSTALLATION (TYP. OF 2
(10' MAX. HEIGHT)
S2.0
40'-0'
Ir
FOUNAT 1 ON PLAN
1/4"=1'-0"
STWO EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
ADJUST CRAWL SPACE VENTS TO 5E 12' MINIMUM AWAY FROM HOLDOWNS
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 RE Q '
ANCHOR BOLTS
FOUNDATION NOTES:
1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
GENERAL NOTES:
I. ALL WORK TO BE IN CONFORMANCE WITH 2O15 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 f 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 IS' OF
FLOOR TO BE SAFETY GLASS
9. SMOKE ALARMS - TO BE INSTALLED PER SEC
R3143 IN THE FOLLOWING LOCATIONS: IN EACH
SLEEPING ROOMS, OUTSIDE EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY 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.
R315
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2018 IRC d WA. STATE
AMENDMENTS SEC R315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER
WSEC R403B3.
12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF
R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE
SLAB OR IN THE GROUND SHALL BE INSULATED TO
R-10 WITH INSULATION DESIGNED TO BE USED
BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER R303B.2.
14. GAS PIPING IS TO BE PROTECTED PER G2415.1.
WHERE PIPING 18 INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING 18
LOCATED LESS THAN 1-1/2 INCHES FROM THE
FRAMING MEMBER FACE TO WHICH WALL, CEILING
OR FLOOR MEMBRANES WILL BE ATTACHED, THE
PIPE SHALL BE PROTECTED BY SHIELD PLATES
THAT COVER THE WIDTH OF THE PIPE AND THE
FRAMING MEMBER AND THAT EXTEND NOT LESS
THAN 4 INCHES TO EACH SIDE OF THE FRAMING
MEMBER WHERE THE FRAMING MEMBER THAT THE
PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE
SHIELD PLATES SHALL COVER THE FRAMING
MEMBER AND EXTEND NOT LESS THAN 4 INCHES
ABOVE THE BOTTOM FRAMING MEMBER AND NOT
LESS THAN 4 INCHES BELOW THE TOP FRAMING
MEMBER
15. ATTIC E CRAWL ACCESS HATCHES OR DOORS
SHALL BE WEATHERSTRIPPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE
SURROUNDING SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
1-1. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10.668mm) FROM THE
CONNECTION TO THE TRANSITION DUCT FROM THE
DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS
ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE REDUCED IN ACCORDANCE WITH
THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF
THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
15. CAVITIES WITHIN CORNERS AND HEADERS OF
FRAME WALLS SHALL BE INSULATED BY
COMPLETELY FILLING THE CAVITY WITH A
MATERIAL HAVING A THERMAL RESISTANCE OF R-3
PER INCH MINIMUM PER 2015 WSEC TABLE R402.4.1.1.
UTILITY ROOM NOTES/MAKE UP Al
PER IRC G243S
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 OTHER
APPR MEANS PER G243SB.
F � = 100 SQ INCH TRANSFER GRILL
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 TO
THE INSULATION ON THE SURROUNDING SURFACES.
8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408.
*FOUNDATION VENTS SHALL BE PLACED 80 THAT THE TOP OF THE VENT 18 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.
II. INDICATES 'SIMPSON' HOLDDOWN.
12. a SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0).
INTERIOR STAIRWAY ILLUMINATION PER SEC R30--
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN A
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TIRE
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY PC
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE C
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS 1
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 18 PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC R3038 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.
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.43(I) 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.
1�A I N FLOOR PLAN
1/4"=1'-0"
MAIN PLOOR:
UPPER FLOOR:
TOTAL:
GARAGE:
FRONT PORCH:
REAR PORCH:
�l 4 50. PT.
�06 50. PT.
24"70 50. PT
5z1I 50. PT.
45 50. PT.
126 50. PT.
=R
VICE
04.S.
15
L.M11%NINIs11% WWONVIN 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:
r✓--11-21
2*1
LSTA36 - WOR E SILL
SEGONI:) �LOOi? 7-RAM I NG PLAN
1/4"=1'-O"
ROOF FRAMING NOTES:
I. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 4 WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
2. ALL OTHER TRUSSES:
* SHALL CARRY MANUFACTURERS STAMP.
* SHALL HAVE DESIGN DETAILS AND
SPECIFICATIONS ON SITE FOR FRAME
INSPECTION.
* SHALL BE INSTALLED AND BRACED PER
MANUFACTURERS SPECIFICATIONS PER IRC
SEC. 502.11.2 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'x3O' PER IRC SEC. ROO-11.
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.
ro. 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:
I. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/Sd NAILS 0 24'
O.C. NAILED TOP 4 BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 4 WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
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. DB1.. TOP M.^ 1=
i-10 R1610 INSULATION
SHAPED AREA)
4X HEADER
KIN& STUD
EXTERIOR PLYWOOD
TRIMMER
'.DER/INSUI.ATION =�E!T?
NTS
ROOF VENTILATION CALCULATIONS 4 REQU I REI IENTS
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. 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. R606.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE
VENTED SPACE.
ITYP. 4 PLACES)
8
52.0
ROOF f�RAM I NG PLAN
1/4u= 1 1—Ou
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
)TES:
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).
5TUO NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 4096.
- 60% BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
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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:
5-11-21
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 I -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE
ROOF SHEATHING AND AT THE LOCATION OF THE VENT.
SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS
LSTA36 - POR E SILL
SECOND FLOOR FRAMING 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
ROOF VENTILATION CALCULATIONS 4 RE QU I i EMENTS
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
1/4"=1'-O"
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 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:
5-11-21
3el
UPPER ELEC,7R
FLAIL
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.
ELECTRICAL KEG'
)VERHEAD
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) E LIGHT
COMBO SMOKE A
CARBON MONO. E
110 V W/ 5ATTER1
BACKUP
CABLE T.V. JACK
UNDER COUNTER
L IGHTS
GAS OUTLET
UPPER �LOOR FLAN
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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:
5-11-21
EXT. FAN VTOS
1,411-, 1 4
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.
UPPER ELECTRICAL FLAN
ELECTRICAL KEY
)VERHEAD
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
CABLE T.V. JACK
UNDER COUNTER
LIGHTS
GAS OUTLET
HOSE BIB
EXT. FAN VTOS
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2M-2470-2R
Date:
5-11-21
1/411_ 11_011
4,01
2x6 *2 OF STUDS 6 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 W/.0915'
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
7%' L"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.
51i2' 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. T1-I1 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN: (IGG-ES REPORT - ESR-136 5) WALL TYPE 4.3.4 - I HR EXTERIOR WALL ASSEMBLY
FIRE BLOC
PER SECTION R
I. IN CONCEAL
PARTITIONS,
PARALLEL f
FOLLOWS:
A. VERTICAL
B. WORIZONI
2. AT ALL INTE
VERTICAL A
AT SOFFITS,
3. IN CONGEAL
TOP AND Bc
UNDER STAII
4. AT OPENING
AND WIRES,
APPROVED
OF FLAME AI
- TWIN-==AK1M% I-IA7CII-IUM NU I L.H
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 8 TABLE R302.1
VAPOR BARRIER
(WARM SIDE)
1/2' GYP. BD
NO SCALE
HOUR FIRE-RE51571\/E DETAILS
W1 IN 3ro"
MIN. 6x(o PT POST
X6' L" FLAMEBLOCKO 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
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE R302.1
STAIR NOTES:
PER IRC R311.1
STRINGERS TO BE FIFE 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.,°
P.T. 2X12
TREADS
TO STRIP
HANDRAIL TO 13E PRESENT ON
ON AT LEAST ONE SIDE OF STAIR
HANDGRIP PORTION OF HANDRAILS
SHALL HAVE CIRCULAR CROSS SECTION
OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE
A MIN. RADIUS OF ka'.
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 SFM-IERE 4 INCHES (Mmm) TO PASS THRO".
�F£R R312J3
N S C II� MAX
6' SPHERE UNABLE
TO PASS THROUGH OPENING
BELOW STAIR INSTALL t12'
GWB • CEILING, AND WALLS
(3) 2X12 STRINGERS
�I FIRE BLOCKING • MID -SPAN AND
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WITH STRINGERS IF AREA UNDER
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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:
5-11-21
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SEE SIMPSON PRODUCT GUIDE
FOR FINISHED CURB HEIGHT 4
PORTAL INSTALLATION (TYP. OF 2)
R00F �=RAM I NO. FLOOR FRAM I NG
FOUN1��ilON
1/41I= 1'—OII
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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:
5-11-21
At
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RIGHi ELEYAiION A
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FRONT ELEVATION A
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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:
5-11-21
it
GENERAL STRUCTUfRAL= 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 (PECKS)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kz, = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Ss = 1.5 - IBC FIGURE 161330)
$Ds = 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 1'46" BELOW OUTSIDE FINISHED GRADE.
BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION.
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM
SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE
WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2511, ±1.5511- BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR I'-(o"
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)
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF*2 OR BETTER
2x FRAMING HF*2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 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 A190.1,
AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE
COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND
CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN I/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 = 2000 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER.
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 1(od 0 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH 1(od is 8" O.C.
SHEAR WALL&
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 ad 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 1(od 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. 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 ad COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND ad
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
SNEER WALL SCHEIDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMAR 5 (4, 5)
1/2" CDX
ad tv (O" O.C.
5/8" a (00" O.C.
Qa11 = 230 PLF
OR OSB
1/2" CDX
ad s 4" O.C.
5/8" a 32" O.C.
Qa11 = 350 PLF
OR OSB
1/2" CDX
ad tv 3" O.C.
Nall a I(o" O.C.
QaII = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES 4
STAGGER NAILS
R
SEE DETAIL
12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" Dll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 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 AI53.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA $DPW$ TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od @ 12" O.C. STAGGERED.
V
STEM WALL
a
a
yj
a
ADD "4 f BAR FOR
STEPS EXCEEDING 2'.
$��°
CONTINUOUS FTG MINIMUM
REINFORCEMENT
STEPPED FOOTING DETAIL
SIB SCALE: 34' - 1'-0'
I I
I I
I I
F J
F_
I I
I I
f
I
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I I
I �
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L--------J
14TS20 - GIRDE
TO TOP PLA
MAIN FLOOR
A = I,164 SQ FT
a
x LEO _31/2x15
51/2 x IS GL5
LSTA_% - NOR 4 SILL
TO 3x BLOCING.
(TYP. 2 PLACES)
LSTA36 - HDR 4 SILL
TO 3x BLOCKMG.
'(TYP. 4 PLACES)
\7-/
a
x tp _ 51/2 x 165 GLIB _
In
A = 391 SQ FT
:2 - GRDER
TOP PLATE
WSWISx& STRON-4ML. SEE
SIMPSON PRODUCT GUIDE
FOR PORTAL INSTALLATION.
(TYP. OF 2)
MSTC40 HOLDOIIK ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOUN BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE U.N.O.
FINISH GRADE
lbd * 16" O.C. SOLE
PLATE NAILING.
�3,4" SUBFLOOR
(3) Sd JOIST -TO -TOP
PLATE UNA. MAINTAIN
MIR IV2" END DISTANCE.
2 x 6 STUD * 16" O.C. USE
-DBL STUD * ENDS OF
SHEAR WALLS 4 HOLDOWNS. 6'-0"
2x PT SILL w/ 5's"4ANCHOR MAX.
_BOLT 4 3" x 3" x 1/4" WASHER
AT 5'-0" O.C. UN.O.
(ALT. MASA * 48" O.C)
STHD TYPE HOLDO N
PER PLAN.
04 BAR * loll O.C. - HORIZ
t36°
04 LBAR * 16" O.C. - VERT.
FINISH GRADE
04 BAR CONTINUOUS
(TYP OF 2)
�D
D G
C
D P
all
CRIPPLE WALL WITIH BACKFILL FOUNDATION
9� SCALE: 34' - I'-0'
NOTE:
DO NOT BACKFILL ABOVE 36"
UNTIL FLOOR SHEATHING, PONY
WALL SHEATHING, AND FILL ARE
INSTALLED PER PLAN.
STHD 14OLDOUN PER PLAN-
A35 FRAMING ANCHOR
2x PT SILL w/ k's" 4, ANCHOR
BOLT PER PLAN OR SCHEDULE
(MAX" 32" O.C)
S.O.G. PER PLAN
(GRADES SIM.)
*4 BAR is loll O.C.
HORIZONTAL-\
04 � BAR VERTICAL
10" O.C. a H = a,
12" O.C. 4 H = 6'
4" 0 FTG
all
" SHEATHING (40/20)
JOIST PER PLAN OR (2)
BAYS BLOCKING AT 24" OL.
w/ (8) ad TO SUBFLOOR
'2) 04 BAR * TOP
04 VERTICAL BAR
TO MATCH LFTG
12" MIN.
k g�04 BAR CONT.
(TYR)
3 FOUNDATION AT CRAWL SPACE (ALTERNATE)
SI0 SCALE: 34' - I'-0'
COPYRIGHT 2021, SEGA ENGINEERS
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G;ENEi2,4L STRUCTU AL NOTES
V
STEM WALL
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PBF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PBF (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
Be = 1.5 - IBC FIGURE 161330)
SM 1.0, IE - 1.0, R=(o.5
C. = 0.154
f NSPECT I OHS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE
INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'4" BELOW OUTSIDE FINISHED GRADE.
BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION,
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM
SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE
WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/250 ±1B51- 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 t0 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
11,2 u
11/2" (w5 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 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 (o" 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 t0 BE 'SIMPBON' OR ICC APPROVED EQUAL. ALL
HANGERS TO BE FASTENED t0 WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED WOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GLIB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1,
AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER UBE 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 UNBOUND KNOTS LARGER THAN I/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN I lie ". 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'-O" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 1(od 6 12" O.C. STAGGERED. STAGGER SPLICES At TOP PLATES MINIMUM 48"
AND NAIL WITH 16d 6 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 ad f 6"
O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS.
FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR
STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS
FACE -NAILED WITH 1(od 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 'BIMPSON' LSTA24 CONNECTOR U.N.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. 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 (o" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1%" RATED SHEATHING l24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad
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 GONSTRUCTION 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 BIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
5HEAR WALL SCHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
ad a (o" O.C.
5/8" a (00" O.C.Qa1I
= 230 PLF
OR OBB
1/2" CDX
OR OBB
ad 4" O.C.
5/8" 'a 32" O.C.
Qa1I = 350 PLF
1/2" CDX
ad 3" O.C.
5/8" 6 I(0" O.C.
Qall = 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 T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ABTM AI53.
2) HOLDOWNB AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL t0 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 l" INTO
CONCRETE. WASHERS t0 BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53.
4) ALLOWABLE LOADS ARE PERMITTED t0 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 1(od @ 12" O.C. STAGGERED.
a
a
� d
2'-0" a
d
a
ADD 04 f BAR FOR
a STEPS EXCEED ING 2'.
4
d 2
$II d MAX.
MAX.
I
1'-0"
CONTINUOUS FTC. MINIMUM
STEPPED FOOTING DETAIL
$10 SCALE: 314' • I'-0"
I �
I �
I I I
I I I I
I I I I
I I I I
L J
I I
I I
I I
L--------J
HTS20 - GIRDER LSTA36 - HDR 4 SILL
T TO TOP PLATE ° TO 3x BLOCKIW&
(TYP. 4 PLACES)
n n n
MAIN FLOOR
A = 1,164 BQ FT
31/2 x 15 �
5V2 x IS GLB
TO
LSTA36 - MR 4 SILL
TO 3x BLOCKING.
(TYP. 2 PLACES)
_x11q 51/2xI6.5GLB
A = 391 BQ FT
DSC2 - GIRDER
t0 BEAM
x8
4x12
U WIsxS STRONGWALL. SEE
SIMPSON PRODUCT GUIDE
FOR PORTAL INSTALLATION-
(TYP. OF 2)
MSTC40 HOLDOWK ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOUN 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
lbd * 16" O.C. SOLE
PLATE NAILING.
3/4" SUBFLOOR
�(3) ad JOIST -TO -TOP
PLATE UNA. MAINTAIN
MIN.11/2" END DISTANCE.
2 x 6 STUD * 16" D.C. USE
-DBL STUD * ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ r1h8"4ANCHOR MAX.
_BOLT 4 3" x 3" x 1/4" WASHER
AT 5'-0" O.C. U.N.O.
(ALT. MASA * 48" O.C)
_ STHD TYPE HOLDOWN
PER PLAN.
—04 BAR * 10" OL. - HORIZ H
(36" MA
04 LBAR * I6" O.C. - VERT.
FINISH GRADE
• 04 BAR CONTINUOUS (18" MIN.)
(TYP of 2)
D p
oil
pD
p
D P
184"�
i2� CRIPPLE WALL WftIH BACKFILL FOUNDATION
S� SCALE. 340 ■ I'-0"
NOTE:
DO NOT BACKFILL ABOVE 36"
UNTIL FLOOR SHEATHING, PONY
WALL SHEATHING, AND FILL ARE
INSTALLED PER PLAN.
STHD HOLDOUN PER PLAN-
A35 FRAMING ANCHOR
2x PT SILL w/ r1k8" oll ANCHOR
BOLT PER PLAN OR SCHEDULE
(MAXIMUM 32" OL)
S.O:G. PER PLAN
(GRADE * SIM.)
04 BAR * 10" O.G.
HORIZONTALS
041 BAR VERTICAL
10"O.C.*H=8'
12"OL.4H=V
4"0 FTG
n
A"
" SHEATHING (40/20)
JOIST PER PLAN OR (2)
BAYS BLOCKING AT 24" OL.
w/ (8) Sd TO SUBFLOOR
'2) +4 BAR * TOP
*4 VERTICAL BAR
TO MATCH LFTG
i` dil ►N
k 8" �•4 BAR CONT.
I'-4" (TYP.)
3 FOUNDATION AT CRAWL SPACE (ALTERNATE)
$I0 SCALE: 340 = I'-0"
COPYRIGHT 2021, SEGA ENGINEERS
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RATED SHEATHING
Sd 6" O.C. C.O
l4" O.C. O.C. � '/i" RATED SHEATHING w/ NOTE:
TRUSS TO DEVELOP 16d a 8" O.C. SOLE �
8d o 4„ O.C. TO FRAMING CAPACITY OF CONNECTOR N Lu
STAGGERED SHEATHING PLATE NAILING. Lu
0-
PER PLAN. EXTEND OVER SHEATHING 4 NAILING PER PLAN SUBFEOOR PER PLAN � @ �
2x VENTED BLOCKING. H1 FRAMING ANCHOR TRUSS PER PLAN OR SHEAR WALL SCHEDULE.
EACH TRUSS. USE HIOA-2 SPLICE ON COMMON MEMBER w/ Sd 6" O.C. LLO
Sd 6" 0 G AT DBL TRUSS. GABLE END TRUSS. 1 DBL 2x TOP PLATE. OR BLOCKING. EDGE NAILING. w
(BEAM AT SIM.) J -4w N
FLOOR TRUSS
A35 6 48" O.C.
PER PLAN p N
TRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) CONNECTOR STRAP MStC HOEDOWN
2x VENTED BLOCKING. SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER PER PLAN
END NAIL TO TRUSS f DBL 2x TOP PLATE. LAP SPLICE 16d 6 6" O.C. STAGGERED. OR s 48" O.C. SECURE w/ PER PLAN.
L- -
EACH END w/ (2) 8d. 4'-0" MIN. 4 NAIL w/ 16d m 4" O.C. A34 EACH END.
STAGGERED. ADD LSTA24 t0 NOTE: END TRUSS PER PLAN. PROVIDE
WALL SHEATHING AND NAILING SP2x FRAMING PER PLAN. 2x STUD (NOT SIM) LICE PER PLAN SHEATHING t NAILING I INSTALL CONNECTOR PRIOR VERTICAL MEMBER At POINT 2x BRACING S 48" O.C.
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR TO PLACING COMMON TRUSSES LOAD FROM ABOVE.
SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIMJ 2x DBL TOP PLATE. LAP ( o
MEMBER OR BLOCKING 2x FRAMING PER PLAN. SPLICE 4'-0" MIN. e NAIL •a o
w/ 16d tv 6" O.C. STAGGERED. 0
w a
an.01
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GABLE END 3 DRAG STRUT CONNECTION 4 TYPICAL FLOOR FRAMING CONNECTION •a to
S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0"
ot
0
NOTE: WSW SHEAR BRACE PER PLAN o
2x BLOCKING w/ (3) 8d 2x STUD PER PLAN. USE
SEE BIMP50N PRODUCT GUIDE FOR HEX NUT BELOW ANCHOR DBL 2x TOP PLATE v o
8d IT 6" O.C. TOE -NAIL TO 4x BEAM 4 DBL OR 3x STUD 0 HOEDOWN, CURB HEIGHT, ANCHOR LOCATION t BOLT SPACER (TYP) A
(2) ad TO JOISTS. WSW PANEL INSTALLATION. 03 = TIE NDR PER PLAN. --- o
SUBFLOOR PER PLAN 2x Pt SILL w/ ANCHOR BOLT 8 21i8" VERIFY CURB HEIGHT ! c
JOIST PER PLAN 3" x 3" x 1/ " GALV. WASHER SEE m
SHEATHING # NAILING
. FINISH GRADE ! i M
PER PLAN OR SCHEDULE SCHEDULE FOR SIZE AND SPACING , � ° - ------------------1
2x4 w/ (8) 16d AT USE 5i9"0 tv 60" O.C. U.N.O. PORTED COUPLER COM Atl —
P RED PLEB P BLE
BEAM PLICE. w/ A193 Bi ROD AS REQ'D. i 3x BLOCKING. EXTEND b
2x4 GUSSET EA (NOT A METAL CAP) 6" MIN. ° 04 !BAR G 24" O.C. - VERTICAL L1'-mil ! ' (2) BAYS (24" MINIMUM) cq
SIDE w/ (8) 16d FINISH GRADE OR �! °
(ALt. METAL CAP) 12" MAX. SLAB ON G DE �i; ° 1/84 THREADED ROD ANCHOR, ! OR TO CORNERcq
#4 BAR - HORIZONTAL SLAB ON GRADE PER PLAN GRADE A449 OR A193 Bi i CONTINUOUS FTG BEYOND. ItYP)cn
4x4 Pt POST TRIMMER STUD(S) j w
OVER 6 MIL VAPOR BARRIER
w
(4x6 At SPLICE) STHD HOEDOWN ON COMPACT BASE. '
p
ii
-6 04 x 30"ccqq
B ROVER DBL
MAB ANCHOR ISPER PLAN I-2L - i
NUT WAS ER ASSEMBLIESMIN. #4BARG 24" O.G. VERTICAL!
(ALT. A34 ANCHOR MIN. i KING STUD j
TWO SIDES) 1211 6" j
FTG PER PLAN O D ° ° MIN. 6" 04 BAR CONT. ! '
® (alla SIM.) 6 MIN. i
° ' /z RATED SHEATHING
FINISH GRADE D 1'-O" 114011 g�� LStA SCRAP PER NAILING PER SCHEDULE.
j
3'-5" PLAN (TYP).
5 FLOOR FRAMING AT CRAWL 5FACE FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT W5W 5HEAR PANEL
5 z SCALE: I" -- I'-0" S2 0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 2x SILL PLATE
ii
2x STUD PER PLAN. USE MINIMUM i-- --- --- --- --
SHEATHING 4 NAILING pBL STUD ENDS OF SHEAR
PER PLAN OR SCHEDULE ------------------- ~ —
WALLS AND HOLDOWNS. SEE SHEAR FRAMING 4 SHEATHING PER I i
16d 6 16" O.C. SOLE WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME 5�8"� ANCHOR BOLT w/ 3 x 3 x ��4
PLATE NAIING 3i4�� SU6I=LOOR PANEL PER PLAN. (12/520) GALVANIZED PLATE WASHER 3x BLOCKING
(TYP)
JOIST PER PLAN 2x Pt SILL w/ (2) 2x NAILERS
kv Al,
4" SLAB ON GRADE OVER5HEWALE:s>41 OWALL FORCE TR�4N5FER [DETAILMIN. 6 MIL VAPOR BARRIER
04 BAR - HORIZONTAL
d
6" MIN. (NOT tv S.O.G.)
2x Pt SILL STHD HOEDOWN d °
FINISH GRADE 12" MAX. ,ANCHOR BOLT w/ 31 x3"xl/4" GALV. PER PLAN ° � e d LSTA24 STRAP
(S.O.G. tv SIM.) # ' � WASHER SEE SCHEDULE FOR SIZE ° (FAR SIDE)
4 iBAR 24 O.C. ° d #4 A Nt - tY 16"
- VERTICAL 4 SPACING. USE %4 's 60" O.C. MIN. #4 BAR tv 24" O.C. -VERT. B R CO P.
2x TOP PLATE MINIMUM NAIL SHEATHING t0 NDR �
1-6 MIN. a ° w/ 8d 9 3" O.C. EACH WAY.
4'-0" MAX. 4 STHD HOEDOWN NDR PER PLAN. EXTEND
PER PLAN. 6" - OVER PANEL t0 ING STUD.
oil O :° —_ + + + + ___ (6) 16d KING STUD TO
'++++++++ HEADER
(oil
+++++M+� �I
LLI
#4 BAR CONT. L+ + II+ + + + +
I'-0" 1'-0" L5TA24 STRAP µl—t_ _ �+j
+I 2x KING STUD w/ 2x
e FOUNDATION AT CRAWL 5FACE FOUNDATION AT OVERHEAD GARAGE DOOR FAS EN TOP PLATE TO ! !+I CRIPPLE STUD
NDR PER PLAN �:
S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" '`I
HEADER w/ (2) ROW6f;
+
16d At 3" O.C. +'+1 j+; 4x BLOCKING 9 MIDDLE /
2x FRAMING ++1 +; 24" IF REQUIRED.
10'-0" +'+r+�� ++1+
MAXIMUM ' ' '-' '-'
+,. - +
+'+j �; ��Z" RATED SHEATHING (24/0 EXP U
+,+ +! NAIL w/ (2) ROWS 8d 's 3" O.C. AT
,,+! +� PANEL EDGES.
+;+! +
+j+ +l
+ +;. +;+ (2) 2x PLATE. (NAIL
+ +!+ +�+ SHT'G t0 EA PLATE)
i i
TOP OF STEM WAL +. `__ � �
+ '+ '�+',���
M* + + 7 �4
ELEV. VARIES +
2x Pt SILL
5TH014 HOEDOWN
(2) 5/8"� ANCHOR BOLT w/ MIN.
STHD HOEDOWN\_7 EMBEDMENT 4 3" x 3" x �i4"
GALVANIZED iE WASHER
FOUNDATION PER PLAN.
MIN. 8" THICK STEM WALL w/
#4 BAR HORIZ. TOP 4 BOTTOM.
12 PORTAL FRAME FANEL
S2 0 SCALE: NONE 2 oV12 117-1
COPYRIGHT 2021, 6EG,4 ENG;NEERS
JOB 10-041