2021.0022 Pal W Lot 8 Plans- L1-1822-3L;
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2x6 EXTERIOR WALL
1/16' PLY OR OSB
SHEATHING, TYP.
SIDING PER ELEVATIONS
OVER VAPOR BARRIER,
- PRE -FINISHED CONTINUOUS
SHEETMETAL FLASHING, TYP.
COMP. ROOFING OVER VAPOR
BARRIER ATOP -1/16' PLY OR
OSB SHEATHING, TYP.
TRUSS OR RAFTER PER PLAN
ROOF tO LU ALL KL0646H INCA DSTA
N.T.S.
in
&RADE TO SLOPE A104AY
FROM FOUNDATION A MIN.
OF 6" WITHIN THE FIRST 10'
OPEN R41LIN6
PER 1 RC
FRONT ELEV
COPYRIGHT 2018
LANDMARK DESIGN INC.
ALL RICsHTS RESERVED
WEATHER RESISTANT
FARRIER OVER
SHEATHIN& OR SUBSTRATE
FINISH SIDING
68M TRIM FLASHING WITH
5" MIN. VERTICAL LES
HORIZONTAL WOOD TRI1
Z. TRIM At SHEATH INGA000D STUDS
L7 L Y
H TYP PER SIDE
IF SITE REQUIRES
■ ■ COMP ROOF
HOUSE NUMBERS TO BE VISIBLE d
LEGIBLE WITH CONTRASTING
BACKGROUND FROM THE STREET
FRONTING THE HOUSE.
ADDRESS NUMBER SHALL BE MIN,
4' HIGH E A MIN. STROKE WIDTH OF
1/2' PER SEC. 8319.1
SHAKE SIDING
5/4x6 BARGE U1/
5/4x6 RAKE TRIM
CONT. &UTTER
6" HORIZ. SIDING
5/4x6 WINDOW, DOOR
4 CORNER TRIM s FRONT
5/4x4 CORNER TRIM
s SIDES $ REAR
2XS W/ 2X5
CHAMFERED CAP
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:
L1 -1822-3L
DATE:
3-16-21
II
4'0 SCHED. 40 STL. I
4-3/8'X3' ANCHOR B(
(SIMPSON TITAN HD C
4' CONCRETE SLAB
a,
r
4"
m
-12'-0'
12'-0'
SO.FT
22
SO.FT
120
sO.=T
3'-3'
6'-0' 6'-3'
51-6,11
36' HIGH RAILING
PER IRC
COVEREP
DECK
5/4X6 DECKING
NTOGRADE
5/OX5/01
XO S.G.
6/0x5
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3/0x4
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SOAKING
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TUB
SINK DW
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OPTIONAL MFG.
WALK-IN
BREAKFAST
i
METAL FIREPLACE
CLOSET
KITCHEN 9 CEILING
INSTALL PER MFR
50 CFM "
u0
9' CEILING
i
SPECS. PROVIDE 6'
F.
MASTER
100 CFM
I
SQ. IN. OUTSIDE AIR
GREAT
BEDROD M
O
ROOM
VAULTE9'
VTOS
CEILING
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12'-3j'
5'-9 ' 31_31 4'-4j'
5'-0' 1
5'-i'
10'-9'
- -
BATH
REFR.
S' CEILING �i
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60' TUB
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C_/_O
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MAX BTU/H
VEHICL IMPACT
28,416 3
8 r
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---
BARRIER 1 �8 MIN. SOLID GORE
SELF CLOSING DOOR
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-1 N V
�I I 18X24
�,., Q i 0 CRAWL
50 CFM
EF.
ELEC. HEAT PUMP WOOD,STEEL
18 CEIL.
44
3 dJ
I I ACCESS
,
WATER HEATER OR 20 MIN. RATED
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BATH BEDROOM 3
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42
USE 1/2' GWB ON ALL WARM AND
6'-8'
3'-�' 2'-4 8'-3j'
Ui i�
4'-2'
I
is U 5'- I' 5' 0'
5' B.
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS
r DINING
=1 1
r
WALK- IN
AND BEAMS IN 1/2' GWB
NO
ROOM
; ;
01
110V
CLOSET
DUCT OPENINGS
I
Do
IN GARAGE.
9 CEILING
aDI I
o►
S.D.
DUCTS THROUGH CLG OR
0 DEN
i i
RIS
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
_' V CEILING
-
I I
RIs
__
_
9/0x8/0 O.H. D OR
BEDROOM 2
WALK- IN
WITH WINDOWS A TOP
w/
rRAsS
/0x1/
. A
V
V CEILING
CLOSET
I
I w
0
4
0 4/0x6/0 XO
0
EGRESS
COVERED
LOLA
PORCH
e
16/0x8/0 O.H. DOOR
4/ x6/0 XO
0 CONC.14.4
WITH WINDOWS AT TOP
EGRESS
BLUE 18 AWG TRACER
4/0x6/0 XO
WIRE REQUIRED AT NON-
METAL WATER SERVICE
8' SQ. COL. ON
PIPING PER UPC 604.9
14' SQ. BASE
6'-0' 6'-0' 9'-6' 9'-6'
4'-9'
5'-2" 4'-111' 5'-6j'
4'-0'
12'-0'
19'-0'
10'-0'
10'-6'
-12'-0'
SIDE VIEW
STTAODORESIMPON INHQ) 8'
0 3/16
a0
TOP VIEW
VEHICLE IMPACT 5ARRIER DETAIL
MAIN �%-OOiZ PL -AN
MAIN FLOOR: 1822 50.f -02T
GARAGE :
FRONT PORCH:
REAR COVERED DECK:
COPYRIGHT 2018
Landmark Daalpn Ino.
ALL RW*M RESERVED
66:2
SO.FT
22
SO.FT
120
sO.=T
O
P &-
0
LD
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. (83113.1)
GENERAL NOTES:
1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND
RANGES TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF TO
MINIMUM -12' ABOVE DRAIN.
6. SHOWERHEADS I 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 18' OF
FLOOR TO BE SAFETY GLASS
S. SMOKE ALARMS - TO BE INSTALLED PER SEC
83143 IN THE FOLLOWING LOCATIONS: IN EACH
SLEEPING ROOMS, OUTSIDE EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOMS. ON EACH ADDITIONAL STORY OF
THE DWELLING, INCLUDING BASEMENTS AND
HABITABLE ATTICS, AND ALARMS TO BE
INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB
OR SHOWER ALARMS TO BE INTERCONNECTED IN
SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT.
&0 =SMOKE ALARM -CARBON MONOXIDE COMBO.
C
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC.
8315
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR I OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2015 IRC I WA. STATE
AMENDMENTS SEC 8315.
11. INSULATE ALL WATER PIPES PER UPC SEC 312.6
MINIMUM R-4 INSULATION
12. ALL DUCTS I EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED t0 A MINIMUM OF
R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE
SLAB OR IN THE GROUND SHALL BE INSULATED TO
R-10 WITH INSULATION DESIGNED t0 BE USED
BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER 8303.52.
14. GAS PIPING IS TO BE PROTECTED PER G24151.
WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING Is
LOCATED LESS THAN 1-1/2 INCHES FROM THE
FRAMING MEMBER FACE TO WHICH WALL, CEILING
OR FLOOR MEMBRANES WILL BE ATTACHED, THE
PIPE SHALL BE PROTECTED BY SHIELD PLATES
THAT COVER THE WIDTH OF THE PIPE AND THE
FRAMING MEMBER AND THAT EXTEND NOT LESS
THAN 4 INCHES 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
15. ATTIC I CRAWL ACCESS HATCHES OR DOORS
SHALL BE WEATHERSTRIPPED AND INSULATED t0
A LEVEL EQUIVALENT t0 THE INSULATION ON THE
SURROUNDING SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE I WITH LABEL AFFIXED t0 CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
1-1. DRYER DUCT SPECIFIED LENGTH PER SEC
M1502.4.5.1. 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.
18. CAVITIES WITHIN CORNERS AND HEADERS OF
FRAME WALLS SHALL BE INSULATED BY
COMPLETELY FILLING THE CAVITY WITH A
MATERIAL HAVING A THERMAL RESISTANCE OF R-3
PER INCH MINIMUM PER 2015 WSEC TABLE R402A.1.1.
UTILITY ROOM NOTES/MAKE UP Al
PER IRC G243S
1. WHERE THE EXHAUST DUCT Is CONCEALED
WITHIN THE BUILDING CONSTRUCTION, 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 FEET OF THE EXHAUST DUCT
CONNECTION.
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.
-- -i a 100 SQ INCH TRANSFER GRILL
WHOLE HOUSE VENTILATION -
INTEGRATED:
INTEGRATED WITH FURNACE SEE SHEET N-2
FOR REQUIREMENTS.
*REFER TO SHEET N-2 TABLE 150133(1) I
150133(2) FOR FAN SIZING AND RUN TIMES
FURNACE t0 HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE TO
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
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:
L1 -1822-3L
DATE:
3-16-21
ON
/ A
'121-0.
f==UUN1) /4 I I UN /4 1 t-/4 I IU
i NTS
MIN. 2' AIR SPACE
4' CONC. SLAB
PREVENT WOOD TO CONC. CONTACT W/
CONT. FLASHING OR APPROVED MEMBRANE
STUB 04 BARS INTO
GONG. SLAB m 18' O.G.
F-OUNDATION PLAN
COPYRIGHT 2018
LANDMARK DESIGN INC.
ALL RIGHTS RESERVED
FOUNDATION NOTES:
1. ALL FOOTINGS TO BEAR ON FIRM
UNDISTURBED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED.
3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS
(4x6 AT SPLICES) ON 24' DIA. x 8' CONC.
PADS UNLESS NOTED OTHERWISE.
4. ALL POSTS TO BE ANCHORED AGAINST
LATERAL MOVEMENT.
5. SOLID BLOCK AT ALL POINT LOADS FROM
ABOVE.
6. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH END AND AT EACH
SUPPORT, BY SOLID BLOCKING OR BY
ANOTHER APPROVED METHOD.
1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS.
*CRAWL ACCESS HATCHES OR DOORS SHALL
BE WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
8. PROVIDE CRAWL SPACE VENTILATION PER
IRC SECTION R408.
*FOUNDATION VENTS SHALL BE PLACED SO
THAT THE TOP OF THE VENT IS BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION.
S. INTERIOR GRADE OF CRAWL SPACE SHALL
BE SLOPED TO DRAIN AND INSURE THE
REMOVAL OF WATER
10.PREVENT WOOD TO CONC. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. 4 INDICATES 'SIMPSON' HOLDDOWN.
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE <
SPACING (SHT 51.0).
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 1822/150 a 12.14 SQ. FT.
PROVIDE SCREENED VENTS
FOR VENTILATION
25 VENTS REQ'D
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
L1 -1822-3L
DATE:
3-16-21
ISCOF VENTILATION CAL CUL AT I ONS 4 JRE aU 11REr1ENTS
AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING.
VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS
SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION
OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH
CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL
WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN
ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. 88062
1/150 OF THE AREA OF THE )
VENT AND INSULATION CLEC
INSTALLED, INSULATION SHA
SPACE SHALL BE PROVIDE
LOCATION OF THE VENT.
SEE SHEET N2 FOR R
THE MINIMUM NET FREE VENTILATION AREA SHALL BE
ROOF FRAMING PLAN
/411=11-011
I-
.06.41% 1. DBL. TOP PLATE
Z-10 RI&V INSULATION
SHADED AREA)
4X HEADER
EXTERIOR PLYWOOD
TRIMMER
HEADER/INSULATION r;)ETAIL
C2 - GIRDER 4
TOP PLATE 52.0
TALL DSC2 PRIOR TO
ACING TRUSSES
COPYRIGHT 2018
LANDMARK DESIGN INC.
ALL RIGHTS RESERVED
NTS
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
ROOF FRAMING NOTES:
1. ALL HEADERS TO BE 4x8 DF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS d 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 802.10.3 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22'x30' PER IRC SEC. 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.
8806. ALL FRAMING TO COMPLY WITH IRC
SEC 8802.
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
ROOF OVERFRAME NOTES:
IRC SEC RW23
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
400, BORING 600.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
L1 -1822-3L
DATE:
3-16-21
�I
v
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION 8302.11 • R302.12
1. 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 t FLOOR LEVELS
B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0'
2. AT ALL INTERCONNCECT IONS 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. ENCLOASED 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.
COMPOSITION ROOF W/ 30* INTERWOVEN FELT
ON 1/2' 24/0 PLYWOOD SHEATHING
ALL ROOF FLASHING TO BE MIN. 26 GA
GALV. STEEL.
ROOF DRIP EDGES PER SEC. 89052.8.5
PROVIDE DRIP EDGE AT EAVES t GABLES
W/ A MIN. 2' OVERLAP.
TYPICAL EXTERIOR WALL
(2) 2x6 TOP B
2x6 STUDS 0 16' O.G.
1/2' SHT'G (APA RATED 24/0)
AIR BARRIER
EXTERIOR SIDING
PER ELEVATION
R-21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
H
O
2x6 02 OF STUDS m 16' O.C.
ATTACH STUDS TO TOP E 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
HORIZ. AS GROSS -BRACING POSITIONED
MID -HEIGHT OF THE WALL.
She' TYPE 'X' GWB APPLIED VERTICALLY
W/ HORIZONTAL JOINTS BLOCKED AND
FASTENED W/6d CEMENT COATED llks'
CUP -HEAD DRYWALL NAILS W/.0915'
SHANK DIA. < 1/4' HEAD DIA. SPACED 8'
O.C. ALONG STUDS d PLATES. EXPOSED
FASTENER HEADS AND WALLBOARD
JOINTS MUST BE TREATED W/(2) COATS
OF GYPSUM COMPOUND. A MIN. 2' PAPER,
PLASTIC OR FIBERGLASS TAPE MUST BE
EMBEDDED IN FIRST LAYER OF
COUMPOUND OVER WALLBOARD JOINTS.
SOLID TIGHT FITTING TRUSS BLOCKING
(SEE DETAIL THIS SHEET FOR EAVE
VENTING)
2x8 FASCIA BOARD
X,' 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 E W/PYROTITE
LAMINATE FACING THE OUTSIDE E MUST
BE ATTACHED TO THE STUDS W/111s' 6d
COMMON NAILS SPACED 6' O.G. AROUND
PERIMETER 4 12' O.0 IN THE FIELD.
511/2' THICK NOMINAL 3 PGF DENSITY
UNFACED MINERAL FIBER BATT
INSULATION FRICTION FIT BETWEEN THE
WOOD STUDS, CROSS -BRACING <
TOP/BOTTOM PLATES.
WEATHER BARRIER FASTENED OVER THE
SHEATHING USING SUFFICIENT FASTENERS
TO PREVENT AIR POCKETS IN THE WRAP
EXTERIOR WALL COVERING:
1. FIBER CEMENT BOARD
2. T1-11 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY
EAVES E WALL WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 E TABLE 8302.1
ATTIC VENTILATION
AT LEAST 40916 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.
R-36 HIGH DENSITY
INSULATION m FLOOf
ATTIC
SPACE
MANUF TRUSSES 24'O.C.
SEE ROOF FRAMING PLAN
R-461 INSULATION
NO SCALE
HOUR FIRE -RESISTIVE DETAILS
�b
ii�af•��1�1A�
(2) 2x4 TOP B
2x4 STUD m
16' O.G.
1/2' GWB
3x4 BOT. i£
FAMILY
ROOM
FLOOR CONSTRUCTION:
3/4' TtG PLYWOOD SUB-FLR
GLUED t NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING)
6 MIL VISQUEEN VAPORARRIER
j CRAWLSPACE CRAWLSPACEOUGHOUT
LAP SPLICES 12' MIN.
aaea ao Sao
0 L J
BUILDING SECTION
5/811=11-011
-11—Ou
COPYRIGHT 2018
Landmark Design Inc.
ALL RIGHTS RESERVED
W/ IN 30 "
MIN. 6x6 PT POST
4' LP0FLAMEBLOCK®FIRE -RATED
SSB SHEATHING
DR 51ha' TYPE 'X' GWB SHEATHING
SIDING OR TRIM PER PLAN
POST DETAIL FOR STRUCTURES
LESS THAN 5'
FROM PROPERTY LINE
2x SCREENED EAVE
VENT BLOCKS W/(4)
2I/V HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE I' MIN.
AIR SPACE.
AF50 ROOF VENTS
(50 SQ. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x8 FASCIA BOARD
2x STUDS PER PLAN
3(6' SHEATHING
EXTERIOR WALL COVERING
PER PLAN
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE 8302.1
TIGHTL INE
FOUNDATION DRAIN:
4' DIA. PERF. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC
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:
L1 -1822-3L
DATE:
3-18-21
MAIN FLOOR ELEGTR I GSL PLAN
/411=11-011
COPYRIGHT 2018
LANDMARK DESIGN INC.
ALL RIGHTS RESERVED
ELr=GTRIC:AL Kr1'
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. PAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET. e
110 V W/ BATTERY' 90
BACKUP
GABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
CCAS OUTLET
HOSE BIB
EXT. PAN VTOS
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:
L1 -1822-3L
DATE
3-16-21
FA
U
(SENEF;i�AL SfiUCfiUAL 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, KA = 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 1613311)
Spa = 1.0, IE = 1.0, R=6.5
co = 0.154
IN5PECTION5:
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.
FOUNDATION5:
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 t0 THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION.
MATERIALS SHALL BE PROPORTIONED t0 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 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 411/2% ±1.5°ro 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 1'40"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) t0 LAP HORIZONTAL STEEL
At CORNERS 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 t0 WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2
11/2 (05 AND SMALLER)
2" (06 AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF12 OR BETTER
2x FRAMING HF*2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM t0 "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA U1. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5, ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS t0 BE
A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS t0 BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL
HANGERS t0 BE FASTENED t0 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 t0 BE FREE OF UNSOUND KNOTS LARGER THAN 11/211
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
RREFARRICATED J015T5:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS t0 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) t0 BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED t0 THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
REARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d 0 12" O.C. STAGGERED. STAGGER SPLICES At TOP PLATES MINIMUM 48"
AND NAIL WITH 16d is 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 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 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS t0 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 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 t0 FLOOR FRAMING MEMBERS WITH 8d
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/z" RATED SHEATHING (24/1(o) ON ROOF NAILED t0
STIFFENERS OR RAFTERS WITH 8d 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 t0
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRU55E5:
TRUSSES t0 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 t0 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 t0 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 t0 THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR
PROCEDURES REQUIRED t0 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 t0 WORK SHOWN ON THE DRAWINGS SHALL NOT BE
CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
5HEAR, UJALL 5CHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (U
ANCHOR
BOLTS (3)
REMARKS (4, 5)
'/2" CDX ad 6 6" O.C. 5/8" a 60" O.C.
Qall = 230 PLF
OR OSB
a
1/2" CDX ad a 4" O.C. 5/8" a 32" O.C.
Qall = 350 PLF
OR OSB
R
SEE DETAIL 12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING t0 BE At 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO
CONCRETE. WASHERS t0 BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 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 16d is 12" O.C. STAGGERED.
1 STEPPED FOOLING DETAIL
SIS SCALE: 14m • 1'-0"
MSTC40 HOLDOUR ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOM BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING t NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
lbd a 16" O.C. SOLE
PLATE NAILING.
�31/411 SUBFLOOR
(3) ed JOIST -TO -TOP
PLATE UNA. MAINTAIN
MIR IV2" END DISTANCE.
2 x 6 STUD a 16" O.C. USE
DBL STUD s ENDS OF
SHEAR WALLS t HOLDOWNS.
2x PT SILL w/ s" OANCHOR
BOLT t 3" x 3" x 11/4" WASHER
AT V-0" OZ. UNA.
(ALT. MASA 9 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR® 10" O.C. - WORM
(36"
•4 BAR a 16" O.C. - VERT.
FINISH GRADE
• ° 04 BAR CONTINUOUS
(TYP OF 2) (18" MIN )
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SIS SCALE: 14m • 1'-0"
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PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING t NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
lbd a 16" O.C. SOLE
PLATE NAILING.
�31/411 SUBFLOOR
(3) ed JOIST -TO -TOP
PLATE UNA. MAINTAIN
MIR IV2" END DISTANCE.
2 x 6 STUD a 16" O.C. USE
DBL STUD s ENDS OF
SHEAR WALLS t HOLDOWNS.
2x PT SILL w/ s" OANCHOR
BOLT t 3" x 3" x 11/4" WASHER
AT V-0" OZ. UNA.
(ALT. MASA 9 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
-04 BAR® 10" O.C. - WORM
(36"
•4 BAR a 16" O.C. - VERT.
FINISH GRADE
• ° 04 BAR CONTINUOUS
(TYP OF 2) (18" MIN )
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11/2" RATED SHEATHING
8d m 6" O.C. ad 6 6" O.C.
(4" O.C. a SIM.) ''/2" RATED SHEATHINGNOTE:
1/2" RATED SHEATHING w/ TRUSS TO DEVELOP =
ed 6 4" O.C. t0 FRAMING CAPACITY OF CONNECTOR Q W
STAGGERED SHEATHING
PER PLAN. EXTEND OVER
N
2x VENTED BLOCKING. H1 FRAMING ANCHOR TRUSS PER PLAN
EACH TRUSS. USE HIOA- 2
8d 0 6" O.C.
AT DBL TRUSS. GABLE END TRUSS. 1 A35 FRAMING ANCHOR is 24" OLL
.C. DBL 2x TOP PLATE.BEAM At SIM.) w w LL
( U
A35 48" O.C. Hl FRAMING ANCHOR. cn O
TRUSS PER PLAN DBL 2x TOP PLATE. LAP \\\—(USE 24" O.C. At SIM.) CONNECTOR STRAP
2x VENTED BLOCKING. SPLICE 4'-0" MIN. � NAIL w/ 2x BRACE PER TRUSS SUPPLIER
END NAIL t0 TRUSS pBL 2x TOP PLATE. LAP SPLICE OR G 48" O.C. SECURE w/ PER PLAN.
EACH END w/ (2) ad. 4'-O" MIN. 4 NAIL w/ 16d 6 4" O.C. 16d � 6" O.C. STAGGERED.
A34 EACH END. NOTE:
WALL SHEATHING AND NAILING STAGGERED. ADD L6TA24 TO TRUSS PER PLAN.
TRUSS PER PLAN INSTALL CONNECTOR PRIOR
SPLICE PER PLAN SHEATHING 4 NAILING �1 t0 PLACING COMMON TRUSSES
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 1 2x FRAMING PER PLAN. DBL 2x TOP PLATE. LAP SHEATHING AND NAILING 2x STUD (NOT SIM)
SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADERS SIM.) SPLICE 4'-0" MINIMUM PER PLAN OR SCHEDULE. Q �
MEMBER OR BLOCKING
2x FRAMING
w �
ew
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 0 CABLE END 3 ROOF FRAMNIG AT COVERED PATIO 4 DRAG 5TRUT CONNECTION � a
52 0 SCALE: 1" = 1'-0" 52 0 SCALE: 1" = 1'-0" 52.0 SCALE: 1" = I'—m" 52.0 SCALE: 1" = 1'-0
"
o ,ti
U 0
2x STUD PER PLAN. USE MINIMUM 0
8d 6" OC 2x BLOCKING w/ (3) ad SHEATHING 4 NAILING DBL SCUD ENDS OF SHEAR 2x STUD PER PLAN. USE 5 o
TOE -NAIL t0 4x BEAM 4 PER PLAN OR SCHEDULE WALLS AND HOLDOWNS. SEE SHEAR DBL OR 3x STUD 6 HOLDOWN. FRAMING 4 SHEATHING PER a
(2) 8d TO JOISTS. WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME N's � ANCHOR BOLT w/ 3 x 3 x '44 • �I
SUBFLOOR PER PLAN 16d � 16" O.C. SOLE 2x Pt SILL w/ ANCHOR BOLI 4
JOIST PER PLAN PLATE NAIING 3i �' SUBFLOOR 3" x 3" x 1� " QALY. WASHER SEE PANEL PER PLAN. (12/52.0) GALVANIZED PLATE WASHER as c
4 SHEATHING 4 NAILING SCHEDULE FOR SIZE AND SPACING.
JOIST PER PLAN PER PLAN OR SCHEDULE 5 „ „ 2x Pt SILL w/ (2) 2x NAILERS U "
2x4 w/ (8)16d AT USE Na o 60 O.C. U.N.O.
2x4 GUSSET EA BEAM PLICE. 4" SLAB ON GRADE OVER a
(NOT A METAL CAP) 6" MIN. a MIN. 6 MIL VAPOR BARRIER a
SIDE w/ (8)16d FINISH GRADE OR 1 j o a
(ALT. METAL CAP) 04 BAR - HORIZONTAL 12 MA SLAB ON G DE J cQ
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#4 BAR - HORIZONTAL—/- SLAB ON GRADE PER PLAN a �,
4x4 Pt POST 6" MIN. (NOT S.OG.) 2x Pt SILL P OVER 6 MIL VAPOR BARRIER STHD HOLDOWN a a a
(4x6 AT SPLICE) FINISH GRADE 12" MAX. ANCHOR BOLT w/ 3"x3"x'i4" GALV. 1�-6�� STHD HOLD ; ON COMPACT BASE. PER PLAN a a
l 5.0 SIM.)
#cQ
WASHER SEE SCHEDULE FOR SIZE PER PLAN ,C' a
MAB ANCHOR cQ
18" 4 MBAR 24 O.C. MIN. d #4!BAR 9 24 O.C. - VERTICAL a a a #4 BAR CONT. - TYP.
(ALT. A3 S DES) - VERTICAL 4 SPACING. USE 5%4 6 60" O.C. MIN. (oil
#4 BAR 24" O.C. -VERT.
TWO MIN. 1'-6" MIN.O
12"
4'-O" MAX. STHD HOLDOWN
FTG PER PLAN MIN.
D p ° ®° (oil PER PLAN. 6" 04 BAR CONT. 6
°
°O (8" a SIM.)
FINISH GRADED 1'-0" 8
6 04 BAR CONI.
1'-0"
5 FLOOR FRAMING AT CRALL SPACE go FOUNDATION AT CRAWL SPACE r-_ FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT OVERHEAD GARAGE DOOR
s2.0 SCALE: I" = 1'-0" 82.0 SCALE: I" = 1'-0" 52.0 SCALE: I" = 1'-0" s2 0 SCALE: I" = 1'-0"
L5TA24 STRAP
(FAR SIDE) 16"
2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR
HDR PER PLAN. EXTENDw/ 8d 6 3" O.C. EACH WAY.
OVER PANEL t0 KING SCUD. (6) 16d KING STUD t0
----- ------ -------------------
,� ; ; ; ; ; HEADER
_I I _ r -fir
N_ #
Ir
2x KING STUD w/ 2x
FASTEN TOP PLATE t0 I/ `; CRIPPLE STUD
HEADER w/ (2) ROWS
16d AT 3" O.C. :: 4x BLOCKING os MIDDLE
r;r 'ri 24" IF REQUIRED.
+
r;r
oo
10'-0" MAX.rIr!...—
# r r + r #+r \
(8'-0" SIM) r;rr — r
k+ :! '/2" RATED SHEATHING (24/0 EXP I). �I
:: :! NAIL w/ (2) ROWS ad m 3" O.C. AtLa
r,r r PANEL EDGES.
(2) 2x CRIPPLE rcn
;r r,
SCUDS. r`r r!
T. r
r�r r
r;r r;r (2) 2x PLATE. (NAIL —�
rr r r
+ #!# SHT'G t0 EA PLATE)
+!+ \(
lrir
nr
TOP OF STEM WALL -- ..; =-;_toll,
ELEV. VARIES
C � JI
5TND14 HOEDOWN UNO. 2x PT SILL
\(2) %4 ANCHOR BOLT w/ MIN.
-7 EMBEDMENT 4 3" x 3" x '44" :z
GALVANIZED IE WASHER
FOUNDATION PER PLAN.
MIN. S" THICK STEM WALL w/
04 BAR HORIZ. TOP 4 BOTTOM,
12PORTAL FRAME PANEL
52 0 SCALE: I" = I' -m" 01 8&
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_ o
V12 117-1111 1
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