Building Plans;
<
5 OR MORE
;
2' MI
30'-0'
6'-9' 31- 12'-4'
6/0x4/0 j XO
EGRESS
N
�t
IN
_1
MASTER BEDROOM
8' CLG.
(P
N
e
c/1
1
N
0
_
110,
O
15EDROOM-2 d
4" 8' CLG. W -1
w 0
W.I.G. BEDROOM-4
6' 8' CLG. 8' CLG.
W/ / M IONS
o�
01
EGRESS
6/0x4lro XOX
6'-6j' (o'-601
6'-2' 13'-1'
30'-0'
2X STUD WALL
/ CONC WALL
2-1/4' 0 X 5' LAG SCREWS
® STUD WALL
2-3/8' 0 X 5' BOLTS
W/ SIMPSON VGC ADHESIVE
® CONC WALL
16 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER 4 LOWER
ONE-THIRD OF THE APPL.
4 A MIN. OF 4' FROM CONTROLS
HOLD WATER HEATER
TIGHT To GWB ® BACK
FLEXIBLE WATER CONNECTIONS
2X4 LEDGER
PRESSURE TREATED
® CONC WALL
I6 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER 4 LOWER
ONE-THIRD OF THE AF`PL.
4 A MIN. OF 4' FROM CONTROLS
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
WATER HEATER SUPPORT
UFFER I�LOOR FLAN
1/4 11= 1 I-01I
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 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.
12'-0'
HVAC UNIT TO BE MODEL CARRIER 61-0' (0'-0'
FE4ANF002+U1 MIN. HSPF OF cJB HEAT
PUMP TO BE MODEL CARRIER HEAT
25VNA52450030 PUMP
_1 _1 _1 _1 _1 _1 6/Ox5/ XO
�Inlll
III
0
=^
cv
.1,
O
DINING ROOM
9' CLG.
SG
a' HIGH OPNG.
13' -9'
4_21
EDGE OF SLAB
N
I
®
0
COVERED'IL
W
1
r
PORCH
CONC.
W
1
MANUF. NAT. GAS
0
cn
METAL FIREPLACE
;n
INSTALL PER MFR
SPECS.
_
1
dl
8/01/0
XOX
itl
OPTIONAL
BUILT IN
N
PAP
1111
I
01
- - - I'wow,
- - - 9
000
UTILITY ROOM NOTES/MAKE UP AI
PER IRC G2435
1. WHERE THE EXHAUST DUCT IS CONCEALED
WITHIN THE BUILDING CONSTRUCTION AND THE
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
35 FT., THE EQUIVALENT LENGTH OF THE
EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
EXHAUST DUCT CONNECTION PER G2439.-IB.
2. INSTALLATIONS EXHAUSTING MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING 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 G2439.5.
7-1 = 100 SQ INCH TRANSFER GRILL
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
IB INCHES FROM TOP OF
THRESHOLD. (R3113.1)
3'-3' 3'-3'
IV-3' 4'-3' V -6'
30' -0'
el
MAIN FLOOR PLAN
1/4n= I 1-Ou
MAIN PLOOR: 1055 50. PT.
UPPER FLOOR: 13r-14 0. PT.
TOTAL: 2482 50. PT.
GARAGE: 5m75 50. PT.
FRONT PORCH: 52 50. fT.
REAR PORCH: 20ml 150. PT.
WHOLE HOUSE VENTILATION:
*REFER TO SHEET N-2 TABLE 1505.430) 4
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.
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
4' 0 SCHED. 40 STL. I
4-3/6'X3' ANCHOR Bc
(SIMPSON TITAN HD C
4' CONCRETE SLAB
SIDE VIEW
4-3/8'X3' ANCHOR BOLTS 8'
(SIMPSON TITAN HD OR EQ)
0 3/16
It 1/2' X a- X a- 0 1'
TOP VIEW
VEHICLE IMPACT 5ARRIER DETAIL
GENERAL NOTES:
1.
ALL WORK TO BE IN CONFORMANCE WITH 2O16 IRC.
2.
VENT ALL EXHAUST FANS, DRYER VENTS AND
RANGES TO OUTSIDES.
3.
VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4.
PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5.
ALL SHOWER WALLS TO BE WATERPROOF TO
MINIMUM 12' ABOVE DRAIN.
6.
SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED
TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM
1.0 G.PM 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
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 t0 BE
INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONtA INS 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.
S
=SMOKE ALARM -CARBON MONOXIDE COMBO.
C.M.
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 2016 IRC 4 WA. STATE
AMENDMENTS SEC R315.
11.
INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER
WSEC R403B3.
12.
ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF
R-a 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 R303.52.
14.
GAS PIPING IS TO BE PROTECTED PER G2415.1.
WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING IS
LOCATED LESS THAN 1-1/2 INCHES FROM THE
FRAMING MEMBER FACE TO WHICH WALL, CEILING
OR FLOOR MEMBRANES WILL BE ATTACHED, THE
PIPE SHALL BE PROTECTED BY SHIELD PLATES
THAT COVER THE WIDTH OF THE PIPE AND THE
FRAMING MEMBER AND THAT EXTEND NOT LESS
THAN 4 INCHES TO EACH SIDE OF THE FRAMING
MEMBER WHERE THE FRAMING MEMBER THAT THE
PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE
SHIELD PLATES SHALL COVER THE FRAMING
MEMBER AND EXTEND NOT LESS THAN 4 INCHES
ABOVE THE BOTTOM FRAMING MEMBER AND NOT
LESS THAN 4 INCHES BELOW THE TOP FRAMING
MEMBER
15.
ATTIC 4 CRAWL ACCESS HATCHES OR DOORS
SHALL BE WEATI-IERSTRIPPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE
SURROUNDING SURFACES
16.
WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
1-1.
DRYER DUCT SPECIFIED LENGTH PER SEC
M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE 35 FEET(10.66amm) FROM THE
CONNECTION TO THE TRANSITION DUCT FROM THE
DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS
ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE REDUCED IN ACCORDANCE WITH
THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF
THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
16.
CAVITIES WITHIN COMERS 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 2016 WSEC TABLE R402.4.1.1.
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTE- NOTCH 25%, BORING 40%.
FASTENERS FOR TREATED - 60% BORING IF DOUBLED 4
WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS.
GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH
STEEL, SILICONE, BRONZE 40%, BORING 60%.
OR COPPER - HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
Z
T�
M
00
as
°U z
FB
♦♦♦
E yN
E00
U ON
A
gym
z
00
CD
yn
in
Cc
1 z�
Nrt
O
�a
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-2482-2L
Date:
12-15-21
2
c�
s
aALr
0518X8
SEE SIMP
PORTAL I'
(TYi
O & _
I�OUNDATION FLAN
/4"=1'-O"
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGWTS DESERVED
FOUNDATION NOTES:
1. ALL FOOTINGS TO BEAR ON FIRM
UNDISTURBED SOIL.
2. ALL WOOD IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED.
3. ALL BEAMS TO BE 4x10 DFL "2 ON 4x4 POSTS
(4x6 AT SPLICES) ON 24' DIA. x 8' GONG.
PADS UNLESS NOTED OTHERWISE.
4. ALL POSTS TO BE ANCHORED AGAINST
LATERAL MOVEMENT.
5. SOLID BLOCK AT ALL POINT LOADS FROM
ABOVE.
6. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH END AND AT EACH
SUPPORT, BY SOLID BLOCKING OR BY
ANOTHER APPROVED METHOD.
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 IS BELOW THE
LOWER SURFACE OF THE FLOOR INSULATION.
S. INTERIOR GRADE OF CRAWL SPACE SHALL
BE SLOPED TO DRAIN AND INSURE THE
REMOVAL OF WATER
10.PREVENT WOOD TO GONG. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. / INDICATES 'SIMPSON' WOLDDOWN.
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE 4
SPACING (SHT 51-0).
4' 0 SCHED. 40 STL. I
4-3/8'X3' ANCHOR B(
(SIMPSON TITAN HD C
4' CONCRETE SLAB
SIDE VIEUI
4-3/8'X3' ANCHOR BOLTS 8'
(SIMPSON TITAN HD OR EQ)
0 3/16
a0
}t1/2'Xa'X8' 0 1
TOP VIEW
VEHICLE IMPACT 5ARRIER DETAIL
A SOUND AT I ON AT PATIO
NTS
USE 3' x 3' x 1/4'
GALVANIZED STEEL
SQUARE PLATE
WASHERS FOR ALL
ANCHOR BOLTS
4" CONC, 5LA5
PREVENT WOOD TO
CONC, CONTACT W1
CONT. FLASHING OR
APPROVED MEM5RANE
STUB #4 5ARS INTO
GONG. SLA5 a 10" O.G.
VENTILATION
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
REQ'D 1088/150 = 126 SQ. FT.
PROVIDE SCREENED VENTS
FOR VENTILATION
Z
v
T�
M
z a
♦♦♦
E yN
E00
� SON
A
gym
z
00
yn
z00
N�
o..
�x
a
z
0
w
a
w
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-2482-2L
Date:
12-15-21
15 VENTS IREQ'D
J
�x6
3ARSE BOARD
:Na TRUSS
V6" PENS&LASS SHEATHING
"7/16" OSB SHEATHING
'7/16" LP PLAMEBLOCK
81a1N6
2X6 WALL STUD
LSTA36 - H--
TO3xE
(TYP. 2
E
GA5LE ENfl r- I REWALL DETA I L
LP55 THAN 5' TO THE PROPPRTY LINE
ROOF VENTILATION CALCULATIONS 4
RE CQU I REMENTS
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 RAFTEI
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 OIMENSIO>,
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. R806.2 - 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
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2' GYPSUM BOARD, 3/6' WOOD STRUCTURAL PANELS
OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR
FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE
MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE
AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF.
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB a CEILING
TRUSS EDGE VIEW
TRUSS LENGTH VIEW
TRUSS EDGE VIEW a GARAGE WALL
TRUSS TOP VIEW a GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB a CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
GWB a CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
W/ DRAFTSTOPPING
GALE: 1/2'
DRAr-T5TO I N6 DATA I L
WSW18X�,
SEE SIMPSON PRODUCT GUIDE FOR
INSTALLATION DETAILS
(TYP. OF 2)
SEE 511 r*VN PRODUGT CZUIUE FOR
INSTALLATION DETAILS
(TYP. OF 2)
INVERTED
iz00r- FRAM I NG PLAN
I/4"= I'-O"
OONT. aBL. TOP PLATE
Z-10 RI61D INSULATION
SHADED AREA)
�X HEADER
KING STUD
EXTERIOR PL
a AD R/ I 1 B L AT 10 N
NTS
ROOF FRAMING NOTES:
1. ALL HEADERS TO BE 4x8 OF n, 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.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22'x3O' PER IRC SEC. R80-1.1.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRC SEC.
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/8d NAILS m 24'
O.G. NAILED TOP 4 BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 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. 0 MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. a REFER TO SHEAR WALL SCHEDULE.
(3) 2
SEE SIMPSON PRODUCT GUIDE FOR
INSTALLATION DETAILS
(TYP. OF 2)
SEGONn FLOOR �=RAM I NG PLAN
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
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 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
PT POST W/
CAP CBSQ
Tti
e�
V1
00
z
W41a
o
A
�W
♦♦♦
E yN
E o0
2-n
• W --
A
gym
z
z
on
M
h
N�
O..
�x
a
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-2482-2L
Date:
12-15-21
�I
v
W/ IN 36'
pW lu
O�=
�Qa
—Ko IL w
w
min
n�
W '
"_%Q
AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x8 FASCIA BOARD
7 ' LP® FLAMEBLOCK® FIRE -RATED
OSB SHEATHING
VAPOR BARRIER FASTENED OVER THE
SHEATHING USING SUFFICIENT FASTENERS
TO PREVENT AIR POCKETS IN THE WRAP
EXTERIOR WALL COVERING
2x6 *2 DF STUDS O 16' O.G.
ATTACH STUDS TO TOP d BOTTOM PLATE WITH
(3) 16d FRAMING NAILS.
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
WALL ASSEMBLY AND THE BOTTOM PLATE OF
A SINGLE STUD. INSTALL 2x6 WOOD STUDS
HORIZ. AS GROSS -BRACING POSITIONED AT
MID -HEIGHT OF THE WALL.
5/a' TYPE 'X' GWB APPLIED VERTICALLY
AND NAILED TO STUDS W/MIN. 1�8'
DRYWALL NAILS SPACED 8' O.G. JOINT
COMPOUND TO BE APPLIED TO
EXTERIOR FACE OF GWB IN (2) COATS TO
EXPOSED FASTENER HEADS AND GWB
JOINTS W/ A MIN. 2' WIDE TAPE
EMBEDDED IN THE FIRST LAYER
Y TYPE 'X' GWB APPLIED VERTICALLY AND NAILED
TO STUDS W/MIN. 1'i8' DRYWALL NAILS SPACED 8' O.G.
JOINT COMPOUND TO BE APPLIED TO EXTERIOR
FACE OF GWB IN (2) COATS TO EXPOSED FASTENER
HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE
EMBEDDED IN THE FIRST LAYER
5112' THICK NOMINAL 2B PCF DENSITY
UNFACED MINERAL FIBER BATT
INSULATION FRICTION FIT BETWEEN THE
WOOD STUDS
INTERIOR
2x6 "2 DF STUDS 0 16' O.G.
ATTACH STUDS TO TOP d BOTTOM PLATE WITH
(3) 16d FRAMING NAILS.
CONSTRUCT TOP PLATE OF (2) STUDS
INSTALLED HORIZ. AT THE TOP OF THE GYPSUM
WALL ASSEMBLY AND THE BOTTOM PLATE OF
A SINGLE STUD. INSTALL 2x6 WOOD STUDS
HORIZ. AS GROSS -BRACING POSITIONED AT
EXTERIOR MID -HEIGHT OF THE WALL.
MIN. 7f6' LP® FLAMEBLOCK® W/ PYROTITE
SURFACE FACING OUT
EXTERIOR WALL COVERING:
I. FIBER CEMENT BOARD
2. T1-11 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN: INTERTEK LPB/WA 60-01 NO SCALE
EAVES 8 WALL WITHIN 5'-0" OF PROPERTY LINE
PER IRC; 302 4 TABLE R302.1
HOUR �IRE-RE51571\/E �E7A
MASTER
BATH
ON
ZANUF TI
E ROOF
J
FLOOR CONSTRUCTION:
3/4' TtG PLYWOOD SUB-FLR
GLUED t NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING) ----\
M-19M
W1 IN 36"
MIN. 6 x6 PT POST
V LP®FLAMEBLOCK®FIRE -RATED
DSB SHEATHING
�;)R V TYPE 'X' GWB SHEATHING
SIDING 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
2x8 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 R3111
• STRINGERS TO BE FIRE BLOCKED AT 50TH TOP AND
BOTTOM.
• ALL USABLE SPACE UNDER STAIRS TO BE I HOUR 4' SPHERE SHALL -
CONSTRUCTION NOT PASS THROUGH
• MAXIMUM RISE TO BE 1-3/4'.
• MINIMUM RUN TO BE 10'.
• MINIMUM HEAD HEIGHT TO BE
• 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 R312JJ AND R312J2
HANDGRIP PORTION OF HANDRAIL SHALL BE
pp
co
NOT LESS 1 1/4' NOR MORE THAN 2' IN
Q
�'
CROSS SECTIONAL DIM.
2
• WINDING TREADS
PER IRC R311.1.52J
• SPIRAL STAIRS
PROVIDE MIN i 1/2' RUN • A POINT 12'
FROM WHEIRE TREAD IS NARROWEST
PER IRC R311.7.10.1
_
CONT. HANDRAIL 34'-38'
ABOVE TREAD NOSING.
PICKETS PER IRC
ON OPEN SIDE
1' PT RISERS
HANDRAIL TO BE PRESENT ON
ON AT LEAST ONE SIDE OF STAIR
HANDGRIP PORTION OF HANDRAILS
SHALL HAVE CIRCULAR CROSS SECTION
OF 11/4' MIN t 2' MAX EDGES SHALL HAVE
,{
A MIN. RADIUS OF 1e'.
44 _G. ALL REQUINED GUARDRAILS TO 5E 36'
MIN. IN HEIGHT.
OPENINGS FOR REQUIRED GUARDS ON
�O THE SIDES OF STAIR TREADS SHALL NOT
ALLOW A SPHERE 4 MCHES (102mm) TO PASS THROUGH.
PER R312.13
NOS N�Cs I� MAX
10' MIN. 6' SPHERE UNABLE
AD TO PASS THROUGH OPENING
BELOW STAIR INSTALL V2'
GWB • CEILING, AND WALLS
(3) 2XI2 STRINGERS
FIRE BLOCKMG * MID -SPAN AND
IN STUD WALLS ALONG AND IN LK
WITH STRINGERS IF AREA UNDER
2X4 THRUST BLOCK STAIRS IS UNFMISHED
INTERIOR
DECK
JOISTS PER PLAN
DBL JST
P.T. 2XI2
TREADS HU212
TO STRINGS MTL. HANGERS
AT EA. STRINGER
3-2X12 P.T. STRINGERS
IN
'MIN. EXTERIOR
HL 35 ANGLE SUPPORT
J TYPICAL STAIR DETAIL AND NOTES
ATTIC VENTILATION
AT LEAST 40% d 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.
COMPOSITION ROOF W/ 300 INTERWOVEN FELT
ON 1/2' 24/0 PLYWOOD SHEATHING
ALL ROOF FLASHING TO BE MIN. 26 GA
GALV. STEEL.
ROOF DRIP EDGES PER SEC. RS0522B
PROVIDE DRIP EDGE AT EAVES t GABLES
W/ A MIN. 2' OVERLAP.
2x SCREENED EAVE
VENT BLOCKS WK4)
21/9' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE I' MIN.
AIR SPACE.
12
6
STUD NOTCHING
AND BORING
NO
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION R302.11 • R302.12
I. IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS
FOLLOWS:
A. VERTICALLY AT THE CEILING t FLOOR LEVELS
B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0'
2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE
TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES
UNDER STAIRS SHALL COMPLY WITH SEC. R302.1.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 60% BORING IF DOUBLED E
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
_ = TYPICAL EXTERIOR WALL
O O (2) 2x6 TOP iE
= al 2x6 STUDS is 16' O.G.
p La = 1/2' SHT'G (APA RATED 24/0) =rop o W COVEREDWATER PROOF BARRIER GREAT TYP. INT. WALL - .r POW�7ER GOYEREi�
(2) 2X4 TOP fit
IL a n PATIO EXTERIOR SIDING ROOM 1/2' GWB PORGH
z to W PER ELEVATION 2x4 STUD
x R-21 INSULATION W/ CONT. 16 I O.G. J
VAPOR BARRIER 2x4 BOT. M O
(WARM SIDE) FLOOR CONSTRUCTION:
r 3/4' TEG PLYWOOD SUB-FLR
GLUED < NAILED TO O_
(SEE FRAMING PLAN FOR
SIZE AND SPACING) R-58 INSULATION -
H16H DENSITY
7
i RA
GRADE �
GDE
�• (o MIL VISQUEEN VAPOR •r
GRWLSPGE BARRIER THROUGHOUT
4' GONG. SLAB I CRAWLSPACE.
• � � �—LAP SPLICES 12' MIN. � •
PREVENT WOOD TO GONG. CONTACT W/
CONT. FLASHING OR APPROVED MEMBRANE TIGHTLINE
STUB 04 BARS INTO FOUNDATION DRAIN:
CONC. SLAB 61 16' O.C. 4' 0IA. PERF. PIPE
PEA GRAVEL FILL
5I I I Lr;� I N6 5 C,7 I 0 I WRAP W/ FILTER FABRIC
Z
'n
M
iT
-3
z a
.•♦
E yN
04
E 00
� SON
Go
o
z'
� zN
♦ N
0
�a
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-2482-2L
Date:
12-15-21
5/8"=1'-O"
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
z
❑ ❑
UPPER FLOOR ELECTRICAL
'/4"=''-°" MAIN FLOOR ELECTRICAL
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 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
COPYRIGHT 2015 PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
Landmark Design Inc. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
ALL RIGHTS RESERVED SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
ELECTRICAL KEY
OVERHEAD
CAN
❑
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DEt.
o
110 V W1 BATTERY
C
BACKUP
CABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
�C
Y
CAS OUTLET
T
HOSE BIBS
4
EXT. FAN VTOS
z
0-4
r
M
C
W
a
A
��
y�
♦♦♦
E
♦�• F
Z�
b
1
I•�JI
ONO
�+ vM'�
♦ N �
O
�a
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-2482-2L
Date:
12-15-21
LJ
;
N
N
-g'
6/Ox4/0 XO
EGRESS
N
MASTER BEDROOM
8' CLG.
0
X '
BEDROOM-S
0 N8' CLG" 110V
0 T 0
Ln W S D.
5EDROOM-2 d) O
8' CLG.
•-c4 W X
Gp w
® 10
S.D.
u
5'-84' 3'-11i'6.
m �ci5
p cv
1� R
110
• �- - 1
0
a •� BEDROOM-4
' .► I 6' CLG.
�' I 6 /0 FX
6, W/ U L IONS
4/0x4/6 XO
70
2X STUD WALL
/ CONC WALL
2-1/4' 0 X 5' LAG SCREWS
® STUD WALL
2-3/8' 0 X 5' BOLTS
W/ SIMPSON VGC ADHESIVE
® CONC WALL
I& GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER t LOWER
ONE-THIRD OF THE APPL.
t A MIN. OF 4' FROM CONTROLS
HOLD WATER HEATER
TIGHT TO GWB ® BACK
FLEXIBLE WATER CONNECTIONS
2X4 LEDGER
PRESSURE TREATED
® CONC WALL
I6 GA STEEL STRAPPING
AROUND WATER HEATER
WITHIN THE UPPER E LOWER
ONE-THIRD OF THE APPL.
< A MIN. OF 4' FROM CONTROLS
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
WATER HEATER SUPPORT
UPPER r-LOOR PLAN
1/4u- 1 1-On
N
1
cn
0
C4
0
INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I
HVAC UNIT TO BE MODEL CARRIER
FE4ANF002+U1 MIN. HSPF OF 15B HEAT
PUMP TO BE MODEL CARRIER
25VNA82450030 10 PUMP
6/0x5/0 XO
�
ill
0
to
A
�
n
�
M
01
A
M
in
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.
9
DINING ROOM
0 S' CLG.
SG
O
V \
- - - 6' HIGH OPNG. S
-•
i
.
lei
13'-5'
EDGE OF SLAB
N
N �
1
1
�t
COVERED
W
W
PORCH
CONC.
MANUR NAT. GAS
I
0
m
METAL FIREPLACE
A)
INSTALL PER MFR
SPECS.
l<i
8/0x5
0 XOX
TYP. DEN
9' CLG. AIR
0
4) 110Y
LU
x 0 I ROLL CLG
S.D. I
2X6 COFFERED
L-_ CLG. -----
BENCH
STEP
ELECTRIC WATER °O 13i8' MIN. SOLID CORE
HEATER WITH SELF CLOSING DOOR
INTEGRATED HEAT WOOD,STEEL
PUMP TIER III OR 20 MIN. RATED
NEAA SPEC, MODEL ��VEHIGLE BARRIER
RHEEM PROPH50 HWH NOTES
- PROVIDE EXPANSION TANK
- PROVIDE SEISMIC STRAPPING o H
- TPRV TO TERMINATE TO
OUTSIDE HEAT DETECTOR
- PILOT t CONTROLS TO BE 16' INTERCONNECTED
MIN. OFF FLOOR PER 31423
- PER ASH RAE SO-A-80
- NAT GAS WATER HTR. W/ MIN. EF
OF 0.62
- ELECTRIC WATER HTR. W/ MIN. EF
of 0.93 67ARACGE
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
NO DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
MIN. 26 GAGE STEEL.
le- /&j Y Alone n u rnnntP ta, _, a n
BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING PER UPC 604.9.
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 G243S.1.5.
2. INSTALLATIONS EXHAUSTING MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING HAVING AN AREA OF NOT LESS THAN
100 SQ. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR MEANS PER G243c3B.
E - = 100 SQ INCH TRANSFER GRILL
OPTIONAL i<l
BUILT IN
p
_
1
.
N
/
OPTIONAL in
BUILT IN
3'-11 '
1�
G �KT.`I
= •- Ikim
% ! -
. I I
1,
04
i
•Il
1�
1
i
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1B INCHES FROM TOP OF
3'-3' 3'-3' THRESHOLD. (R3113.1)
19'-3' eI 4'-3' 6'-6'
30'-0'
01
lvlA I N LOOR PLAN
1/411
= 1 -On
MAIN PLOOR: 1088 50. PT.
UPPER FLOOR: 15r-14 0. PT.
COPIGHT
TOTAL : 2482 50. PT. Landmark D s gnDInc.
GARAGE: 5m73 0. f-027. ALL RIGHTS RESERVED
FRONT PORCH: "75 50. PT.
REAR PORCH: 20� 50. fT.
WHOLE HOUSE VENTILATION:
REFER TO SHEET N-2 TABLE 1505A30) E
1505A3(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.
4' 0 SCHED. 40 STL. I
4-3/6'X3' ANCHOR BC
(SIMPSON TITAN HD C
4' CONCRETE SLAB
SIDE VIEW
4-3/8'X3' ANCHOR BOLTS 8'
(SIMPSON TITAN HD OR EQ)
0 3/16
aD
M1/2'X8'XON i o I'
TOP VIEW
VEHICLE IMPACT 5ARRIER DETAIL
GENERAL NOTES:
I. ALL WORK TO BE IN CONFORMANCE WITH 2O18 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENTS AND
RANGES TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
5. ALL SHOWER WALLS TO BE WATERPROOF TO
MINIMUM 12' ABOVE DRAIN.
6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED
TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER
LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM
1.0 G-PM 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
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 Or -
THE BEDROOMS. ON EACH ADDITIONAL STORY OF
THE DWELLING, INCLUDING BASEMENTS AND
HABITABLE ATTICS, AND ALARMS TO BE
INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB
OR SHOWER ALARMS TO BE INTERCONNECTED IN
SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT.
5.�,
=SMOKE ALARM -CARBON MONOXIDE COMBO.
'C
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC.
ALAS PER SEC.
R315
AN APPROVED CARBON MONOXIDE ALARM SHALL
BE INSTALLED ON EACH FLOOR d OUTSIDE OF
EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. PER 2016 IRC 4 WA. STATE
AMENDMENTS SEC R315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER
WSEC R403B3.
12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF
R-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 R303.52.
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 TO EACH SIDE OF THE FRAMING
MEMBER WHERE THE FRAMING MEMBER THAT THE
PIPING PASSES THROUGH IS A BOTTOM PLATE,
BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE
SHIELD PLATES SHALL COVER THE FRAMING
MEMBER AND EXTEND NOT LESS THAN 4 INCHES
ABOVE THE BOTTOM FRAMING MEMBER AND NOT
LESS THAN 4 INCHES BELOW THE TOP FRAMING
MEMBER
15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS
SHALL BE WEATHERSTRIPPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE
SURROUND ING SURFACES
16. WHOLE HOUSE VENTILATION 24 WR TIMER, READILY
ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION' (SEE
OPERATING INSTRUCTIONS)
I-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 TO THE OUTLET TERMINAL. WHERE FITTINGS
ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST
DUCT SHALL BE REDUCED IN ACCORDANCE WITH
THE TABLE 1'11502.4.5.1. 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 2018 WSEC TABLE R402.4.1.1.
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTE- NOTCH 25%, BORING 40%.
FASTENERS FOR TREATED - 609- BORING IF DOUBLED E
WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS.
GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH
STEEL, SILICONE, BRONZE 40%, BORING 60%.
OR COPPER - HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
Z
V
14
a
00
W
.:. a
A
�W
�00
�♦�
♦
0 ,M
•�• F
z
W�
-lel`°
z�
a
2R
N�
N x
a
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-2482-2L
Date:
12-15-21
S
ROOF VENTILATION C AL CUL SAT I ONS 4
RE,OU I RE IENTS
AT LEAST 40904 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 R8021. REQUIRED VENTILATION
OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
MINIMUM VENT AREA PER SEC. R6062 - 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
R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS
OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR
FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE
MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE
AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF.
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB a CEILING
TRUSS EDGE VIEW
TRUSS LENGTH VIEW
TRUSS EDGE VIEWS GARAGE WALL
TRUSS TOP VIEW a GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB a CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ ORAFTSTOPPING
GWB a CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
SCALE: I!1' . I._0•
DRAFTSTOPP I NG :�ETA I L
LSTA36 - HDR 4 SILL
TO 3x BLOCKING. 8
(TYP. 2 PLACES) S2 0
MIN. 22'x301 ATTIC
I/ I
MANF. 1RUS
a 24' O.C.
5 �\ C%J 5 12 / 12
D �
oil
LIM
IhL
01
NO wo OrL
1_1 §
0
N
I IVA
L
3'/1 x 112
MANF. TRUSSES
451 24' O.G.
WSW18x8 STRONGWALL.
SEE SIMPSON PRODUCT GUIDE FOR
PORTAL INSTALLATION DETAILS
x 8
OVERFRAME MO
FOR UPPER FLOOR EXTEN ION
PER DETAIL A/S 4X6 PT POST W/
LPCZ CAP —
WSWISx8 STRONGWALL. (TYP OF 2)
SEE SIMPSON PRODUCT GUIDE FOR
PORTAL INSTALLATION DETAILS
ROOD I�RAM I N(57 PLAN
1/4"= I'-O"
OONT. DBL. TOP PLATE
?-10 R161D INSULATION
P EXTERIOR SIDE OF WALL
SHADED AREA)
4X HEADER
KIN& STUD
EXTERIOR PL1'Wc
TRIMMER
HEADER/INSULATION r;�ETA
NTS
ROOF FRAMING NOTES:
1. ALL HEADERS TO BE 4x8 DF *2, 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.
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. RaO-11.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRC SEC.
R806. ALL FRAMING TO COMPLY WITH IRC
SEC R802.
(P. a REFER TO SHEAR WALL SCHEDULE.
ROOF OVERFRAME NOTES:
IRC SEC R8023
I. RAFTERS SHALL BE FRAMED TO 2x RIDGE
BOARD PER PLAN. RIDGE BOARD SHALL NOT
BE LESS IN DEPTH THAN THE CUT END OF THE
RAFTER AT ALL VALLEYS AND HIPS THERE
SHALL BE A 2x VALLEY OR HIP RAFTER AND
NOT LESS IN DEPTH THAN THE CUT END OF THE
RAFTER (FULL COVERAGE AT RIDGE, HIPS AND
VALLEYS).
FRAMING NOTES:
I. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/Sd NAILS a 24'
O.G. NAILED TOP 4 BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 DF "2, 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. a MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. a REFER TO SHEAR WALL SCHEDULE.
16d m 8' O.G. SOLE
PLATE NAILING
RIP 2x
1/2' SHEA
PER PLAN
NOTE: \FLOOR TRUSS
SEE ARCH FOR PER PLAN
FLASHING /
REQUIREMENTS. / ANGER BY TRUSS SUPPLIER
TRUSS PER PLANE EAM PER PLAN
LUS24 HANGER BY
TRUSS SUPPLIER
BUMP -OUT DETAIL. A
C3
WSWISxB
SEE SIMPSON PRODUCT GUIDE FOR
PORTAL INSTALLATION DETAILS
BLOND I=LCCR RA1�'INC7 PLAN
LSTA36 - HDR 4 SILL
TO 3x BLOCKING. 8
___TYP. 2 PLACES) 82.0
COPYRIGHT 2015
Landmark Design Inc.
ALL RIGHTS RESERVED
/4"= I'—O"
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 4090.
- 609e BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40916, BORING 6090.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
PT POST W/
CAP 4
10 BASE
Z
C7
Ch
00
0 M
�00
�♦�
♦�• F
A
-0 y
Q
��
00
W1
N�
O..
�x
a,
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-2482-2L
Date:
12-15-21
r'1
WSW._
SEE SIMPSON PRODUCT GUIDE FOR
PORTAL INSTALLATION DETAILS
(TYP. OF 2)
SHEATHING
SECOND FLOOR FRAMING PLAN ELEV "B"
� a
- C4
C4
I0UNA7I0N FI.AN I.X ATI0N IIA11 IIB11
1/4"=1'-0"
SEE SIMPSON PRODl1Ct GUIDE FOR SHEATHING
PORTAL INSTALLATION DETAILS (TYP. OF 2) 5CON� r-L-OO RA�4 I N6 FL.AN
''All
1/4"=1'-O"
-V_-1
5'-0' 5'-0X TYP. DEN
V CLG. AIR
36'X 6' MIN. 0 W
LANDING
I I
2X6 COFFERED
L__ CLG.LN.___-1
NICHE
ROLL CLG.
I I
0 I I
NICHE
STEP
13/e' MIN. SOLID CORE
SELF CLOSING
WOOD/STEEL DOOR
OR 20 MIN. RATED
ENTRY
1
GARAGE
USE 1/2' GWB ON ALL WARM AND
STRUCTURAL WALLS. (1) LAYER 5/8' TYPE
0
SINK 0
'X' ON CEILINGS. WRAP ALL EXPOSED POSTS
6® 6
AND BEAMS IN 1/2' GWB
QwflR. EF.
POST
9' CLG.
0
2/0x5/0 FX
I
COVERED
PORCH
CONC.
8 x 8/0 O.H. DOOR 8' - 3'
16/0 x 8/0 O.H. DOOR 16'-3' R.O. — — — — _
_
JSVI&X&
STRONGWALL
EE SIMf
ISON PRODUCT GUIDE FOR
'CRTAL
INSTALLATION DETAILS
OF
2)
'-6'L.
8'-0'
29'-3'
4'-3'
40'-0'
�4A I N LO® LAN L VA7I ON ''All
111511
1/4"=1'-0"
GARAGE: 5aO SQ . IT .
Z
•�
ICI
00
c,
E 00
®WW1
v
•�• F
Z
°°
_Iela
z00
In
N�
O ..
�x
a
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: I
L2M-2482-2L
Date:
12-15-21
HOUSE NUMBERS TO BE VISIBLE 4
LEGIBLE WITH CONTRASTING
BACKGROUND FROM THE STREET
FRONTING THE HOUSE.
ADDRESS NUMBER SHALL BE MIN.
4' HIGH 4 A MIN. STROKE WIDTH OF
1/2' PER SEC. R31S.1
FRONT F-LF-VATION
5/4x5 BAND BD.
ATOP SLAB ® FRONT
4 REAR PORCHES
Al FLASHING
'T POST LU/
GAP
(TYP OF 2)
&X6 PT POST IF LESS THAN 5'
FROM PROPERTY LINE
(SEE DETAIL SHT 5)
12
12
=
"IRR
_00 000 000100
MEMO
PRONT ELEV,47ION
1/4"=1'-O"
■0
=1= 01mr— cm rKvuuc. i WIUI= t_VK INVERTED
PORTAL INSTALLATION DETAILS
ROOF FRAMING PLAN ELEVATION "A"
1/4"=1'-O"
u
5/4x8 BAND BD.
ATOP SLAB s FRONT
4 REAR PORCHES
W/ FLASHING
Z
v
T�
M
°y z
♦♦♦
E yN
E O
� -ON
A
gym
z
00
00
A
N�
O..
�x
a
r
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-2482-2L
Date:
12-15-21
ROOF FRAMING PLAN ELEVATION "B"
/4"=1'-O"
IF
DE0
36' IGH GUARD RAIL
W/ 2 2 PICKETS tv 4' O.C.
REQ11RED IF GREATER THAN
30' FROM DECK FF. TO GRADE
COY'D
DECK
5/4x6 CEDAR DECKING
NOTE: HAND DRIVE NAILS
AND USE EXTERIOR DECK
SCREWS ONLY ON DECKING
NOTE: HAND DRIVE AILS
AND USE EXTERIO DECK
SCREWS ONLY ON MECKING
0
on
COY'D
DECK
5/4x6 CEDAR DECKING
FLOOR PLAN
'ER FLAN
RAF'
FLASHINCs
Z BOARD
cn
0%
m
Cq
cn
LST4
BEA
RIM
RATED
,SIMPSON
TYPE JOIST I
JOIST PER
2x PT LEDGEF
ROWS LEDGERLOK SCREWS 16' O.G.
I I JOIST
iUBFLOOR
IST PER PLAN
=D WALL
(BEAM a SIM.)
FRA1�IING CONNECTION DECK
W/ MFG. FLOOR JST
(PERPINDICULER)
POUNDATION PLAN
CONT. HANDRAIL 34'-M'
ABOVE TREAD NOSING. /
I' PT RISERS /
P.T. 2X12
TREADS
TO STRIA
HL 35 ANGLE SUPPORT
TYPICAL STAIR
STAIR NOTES:
• MAXIMUM RISE TO BE -1-3/4'.
• MINIMUM RUN TO BE Im'.
• MINIIMUM STAIR WIDTH TO BE 36'.
• PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
TREAD NOSINCs AND MUST EXTEND BEYOND BOTTOM
TREAD.
• 14AM:iGRIP PORTION OF HANDRAIL SHALL BE
DECK
JOISTS PER PLAN
DBL JST
HU212
MTL. HANGERS
AT EA. STRINGER
3-2XI2 P.T. STRINGERS
DETAIL AND NOTES
EAR ELEVA71ON
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 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 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.
0
4X P.T. POST W1
36' HIGH RAILING
PER IRC
'SIMPSON' LUS T
❑ TYPE JOIST HANGER
%'X6' DECKING
2X
T. 4X P.T. 2x6 DECK JOIST
VIM 16' O.C.
2x PT LEDGER w/ (2)
ROWS LEDGERLOK SCREWS 16' O.G.
FRONT RAILING TO BE PAINTED
REAR TO BE CEDAR
2x6 SUNWOOD TOP RAILING
BAND BOTH SIDES TOP AND BOTTOM
Ix3 FRONT DECK
Ix4 REAR DECK
24x36" PICKETS SPACED SUCH THAT A
4" SPHERE CANNOT PASS THRU. (IRC 3122)
RILING 1:;)ETAIL
FRAMING DECK DETAIL
W1 MFG. FLOOR JST
(PERPIND ICULER)
ID RIM JOIST
' SUBFLOOR
OIST PER PLAN
2x FRAMED WALL
CREAM SIM.)
Z
°0
c,
CM
00
°&. z a
CD
♦♦♦
E yN
E
2ON
♦ Wv
.�• 14
A
gym
oo
V moo
N�
o x ..
�a
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-2482
Date:
12-15-21
12
/4" =1'-O"
/4" =1'-O"
G;ENEFRAL SfiUGfiUAL NOTES
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PBF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Krt = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Sa = 1B - IBC FIGURE 1613.30)
Spa = 1.0, I E = 1.0, R = 6.5
Ca = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SUWACEB 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 SUWACE
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 41/2 io ±1.551. BY
VOLUME. MAXIMUM 61ZE OF AGGREGATE IS 1112 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT 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
BLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 "
111/2" (05 AND SMALLER)
2" (06 AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS 0K OR BETTER
POSTS DK 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 Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE
A-301, BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL
HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED 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 U.N.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-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 4x8 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH 16d a 8" O.C.
SHEAR WALL6-
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 a 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd
COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND 8d
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANBI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORW, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
5�4E,4R UJALL 5CHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1,2" CDX
Sd Is 6" O.C.
5/8" a 60" O.C.
Qall = 230 PLF
OR OSB
1/2" CDX
Sd .9 4" O.C.
Sig" ,@ 32" O.C.
Qall = 350 PLF
OR OBB
C>
1/2" CDX
ad 3" O.C.
5i8" 0 16" O.C.
Qall = 450 PLF
OR 055
USE 3x STUDS AT
ABUTTING PANEL EDGES 4
STAGGER NAILS
1/2" CDX
8d 2" O.C.
5i8" 0 1(o" O.C.
Qall = 600 PLF
OR 055
USE 3x STUDS AT ALL
PANEL EDGES 4
STAGGER NAILS
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 TI-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 A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO
CONCRETE, WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 4096 FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA BDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" O.C. STAGGERED.
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOU N BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
GOMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
16d a 16" O.G. SOLE
PLATE NAILING.
�3/4" SUBFLOOR
(3) 8d JOIST -TO -TOP
PLATE UN.O. MAINTAIN
4_�.l MIN.1V2" END DISTANCE.
2 x 6 STUD a I6" O.C. USE
-DBL STUD ® ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ r/la" ANCHOR MAX.
_BOLT 4 3" x 3" x 1/4" WASHER
AT V-0" O.G. U.N.O.
(ALT. MASA + 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
+4 BAR * 10" O.C. - HORIZ
(36"
"4LBAR I6" O.G. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (18" MIN)
(TYP OF 2) I
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
SIB SCALE: 34' ■ I'-O'
CONTINUOUS FTG.
REINFORCEMENT
V
STEM WALL
a
r
r . r,!r
D "4 f BAR FOR
PS EXCEEDING 2'.
MAX.
I MAX.
I STEPPED FOOTING DETAIL
510 SCALE. 44' ■ P-0'
LSTA36 - HDR 4 SILL
�TO 3x BLOCKINCs.
ITYP. 2 PLACES)
ctm. � i�acis)
LSTA36 - HDR 4 SILL
TO 3x BLOCKING.
(TYP. 2 PLACES)
LSTA30 - BEAM
J
TO TOP PLATE
— 4x10
5112x13BGLB
LSTA36 - MDR 4 SILL
TO 3x BLOCKMCs.
(TYP. 2 PLACES)
B
B
—
31/2 x 165 GLB
— — —
3V2 x 5 GLB
_�_HTS20 - BEAM
TO TOP PLATE
A = 588 SQ FT
4x12
W5MIS x 8 STRONWALL. SEE
SIMPSON PRODUCT GUIDE
FOR PORTAL MSTALLATION.
MR OF 2)
MAIN FLOOR
A = 1,066 SQ FT
4x10
jL N W
Z r (L
�( w
Q
ui
-1uiw
U j N
d) (1
rn
114
0
aD
.p
au
w
W
U�
�
III
II
CA
III
.. o
I
m
cc
0
.m
PLO
b
a
cq
0
cq
w
00
0
co
0
cq
CQ
■
IN
OIL- -.- .
COPYRIGHT 2021, SEGA ENGINEERS I
JOB 09-05 3
G;ENEFRAL SfiUGfiUAL NOTES
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PBF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Krt = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Sa = 1B - IBC FIGURE 1613.30)
Spa = 1.0, I E = 1.0, R = 6.5
Ca = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SUWACEB 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 SUWACE
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 41/2 io ±1.551. BY
VOLUME. MAXIMUM 61ZE OF AGGREGATE IS 1112 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT 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
BLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 "
111/2" (05 AND SMALLER)
2" (06 AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS 0K OR BETTER
POSTS DK 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 Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE
A-301, BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL
HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED 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 U.N.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-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 4x8 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH 16d a 8" O.C.
SHEAR WALL6-
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 a 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd
COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND 8d
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANBI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORW, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
5�4E,4R UJALL 5CHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1,2" CDX
Sd Is 6" O.C.
5/8" a 60" O.C.
Qall = 230 PLF
OR OSB
1/2" CDX
Sd .9 4" O.C.
Sig" ,@ 32" O.C.
Qall = 350 PLF
OR OBB
C>
1/2" CDX
ad 3" O.C.
5i8" 0 16" O.C.
Qall = 450 PLF
OR 055
USE 3x STUDS AT
ABUTTING PANEL EDGES 4
STAGGER NAILS
1/2" CDX
8d 2" O.C.
5i8" 0 1(o" O.C.
Qall = 600 PLF
OR 055
USE 3x STUDS AT ALL
PANEL EDGES 4
STAGGER NAILS
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 TI-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 A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO
CONCRETE, WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 4096 FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA BDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" O.C. STAGGERED.
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STHD
TYPE 14OLDOU N BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
GOMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
16d a 16" O.G. SOLE
PLATE NAILING.
�3/4" SUBFLOOR
(3) 8d JOIST -TO -TOP
PLATE UN.O. MAINTAIN
4_�.l MIN.1V2" END DISTANCE.
2 x 6 STUD a I6" O.C. USE
-DBL STUD ® ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ r/la" ANCHOR MAX.
_BOLT 4 3" x 3" x 1/4" WASHER
AT V-0" O.G. U.N.O.
(ALT. MASA + 48" O.C)
STHD TYPE HOLDOWN
PER PLAN.
+4 BAR * 10" O.C. - HORIZ
(36"
"4LBAR I6" O.G. - VERT.
FINISH GRADE
04 BAR CONTINUOUS (18" MIN)
(TYP OF 2) I
2 CRIPPLE WALL WITIH BACKFILL FOUNDATION
SIB SCALE: 34' ■ I'-O'
CONTINUOUS FTG.
REINFORCEMENT
V
STEM WALL
a
r
r . r,!r
D "4 f BAR FOR
PS EXCEEDING 2'.
MAX.
I MAX.
I STEPPED FOOTING DETAIL
510 SCALE. 44' ■ P-0'
LSTA36 - HDR 4 SILL
�TO 3x BLOCKINCs.
ITYP. 2 PLACES)
LSTA36 - HDR 4 SILL
TO 3x BLOCKING.
(TYP. 2 PLACES)
LSTA30 - BEAM
J
TO TOP PLATE
— 4x10
5112x13BGLB
LSTA36 - MDR 4 SILL
TO 3x BLOCKNCs.
(TYP. 2 PLACES)
B
B
—
31/2 x 165 GLB
— — —
3V2 x 5 GLB
_�_HTS20 - BEAM
TO TOP PLATE
A = 588 SQ FT
4x12
W5MIS x 8 STRONWALL. SEE
SIMPSON PRODUCT GUIDE
FOR PORTAL NSTALLATIOK
MR OF 2)
MAIN FLOOR
A = 1,066 SQ FT
4x10
jL N W
Z r (L
�( w
Q
ui
-1uiw
U j N
d) (1
rn
114
0
aD
.p
au
w
W
U�
�
III
II
CA
III
.. o
I
m
cc
0
.m
PLO
b
a
cq
0
cq
w
00
0
co
0
cq
CQ
COPYRIGHT 2021, SEGA ENGINEERS I
JOB 09-05 3
1/2" RATED SHEATHING
8d Is b" O.C. Ibd a IV' O.C. SOLE
(4" O.C. SIM.)i\ 1�2" RATED SHEATHING w/ NOTE: PLATE NAILING. ~
ad 6 4" O.C. TO FRAMING TRUSS t0 DEVELOP =
STAGGERED SHEATHING CAPACITY OF CONNECTOR SUBFLOOR PER PLAN w
PER PLAN. EXTEND OVER Hl FRAMING ANCHOR TRUSS PER PLAN
2x CONTINUOUS RIBBON
(3) Sd JOIST -TO -TOP
2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 PLATE �UN.O. MAINTAIN
ad 6 b" O.C. At DBL TRUSS. GABLE END TRUSS. 1 I DBL 2x TOP PLATE. MIN. Ii2 END DISTANCE. w w
(BEAM AT SIM.) MSTC HOEDOWN -q w 73
STRAP PER PLAN U q N
11 N
A35 9 48" O.C.—
DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM.) SHEATHING 4 NAILING PER PLAN.
2x VENTED BLOCKING. TRUSS PER PLAN CONNECTOR SCRAP
SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER SPLICE TO OCCUR ON COMMON
ENE) NAIL TO TRUSS ,@ DBL 2x TOP PLATE. LAP SPLICE OR a 46" O.C. SECURE w/ PER PLAN. MEMBER OR BLOCKING
EACH END w/ (2) Sd. vs. f
4'-O" MIN. 4 NAIL w/ 1bd -9 4" O.C. 1bd b O.C. STAGGERED.
A34 EACH END. NOTE:
STAGGERED. ADD LSTA24 TO INSTALL CONNECTOR PRIOR FLOOR TRUSS
WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING 1 PER PLAN
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 2x FRAMING PER PLAN. 2x STUD (NOT SIM) t0 PLACING COMMON TRUSSES 2x FRAMING PER PLAN.
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER 's SIM.) (BEAM o SIM.) 2x DBL TOP PLATE. LAP SPLICE o
—N
MEMBER OR BLOCKING
k \_ 0
4'-0" MIN. 4 NAIL w/ 1bd 6 411 o
Ilk O.C. STAGGERED. w
w a
.01
an
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING G,45LE END 3 DRAG STRUT CONNECTION TYPICAL FLOOR FRAMING CONNECTION
S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = 1'-0" 52.0 SCALE: I" = I'-0"
b
o
U q
112" RATED SHEATHING 16d 6 8" O.C. SOLE
FLOOR TRUSS PER PLAN 4 NAILING PER PLAN. PLATE NAILING.
•� o
(3)16d TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN DBL 2x TOP PLATE
1� 2x CONTINUOUS SLIBFLOOR PER PLAN co
co
2 SHEATHING w/ Sd ad 4 O.C. RIBBON 1bd 8" O.C. SOLE
6 b" O.C. EDGE NAILING. 2x FRAMING w/ (3)
NDR PER PLAN. ----------------------------------------------------- � as o
SHEATHING 4 NAILING PER PLATE NAILING tO
(NOT 's MANF PANEL) 1bd TO TRUSS WEB PLAN OR SCHEDULE
-- - - -
Sd '� b" O.C. LINO I En a
F i
i /4" SUBFLOOR . �. - - . - - b
--�------------ --i
j 3x BLOCKING. EXTEND cQ
a EXTEND SHEATHING (2) BAYS (24" MINIMUM)cq
OVER ENp TRUSS 1-0'
—\
.I ; MSTC HOLDOWN OR TO CORNER m
PER PLAN (TYP)
Ii2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. TRIMMER STUD(S) i ; ! W cQ
Sd 9 (o" O.C. EDGE NAILING OR (BEAM At SIM) FLOOR TRUSS PER PLAN JOIST PER PLAN cQ
I
MANUFACTURED BLOCKING PANEL.
L:
I '
Ibd 6 4" O.C. KING STUD '
BEAM PER PLAN. BEAM OR END TRUSS j
SHEATHING 4 NAILING PER41 PER PLAN
PLAN OR SCHEDULE.
I'll' RATED SHEATHING 4
5 FLOOR FRAMING INTERIOR 5NEAR WALL 5NEAR WALL FRAMING AT BE,4M 5NEAR WALL FRAMINGAT FLUSH BEAM LSTA STRAP PER ;NAILING PER SCHEDULE.
52.0 SCALE: I" = I'-0" S2 0 SCALE: I" 2 1'-0" S2 0 SCALE: I" _ 1'-0"
PLAN (TYP).
SHEATHING 4 NAILING PER PLAN. 2x SILL PLATE
SPLICE TO OCCUR ON COMMMON
MEMBER OR BLOCKING
1 -
Sd 9 4" O.C. 16d tv 4" O.C. SOLE
SHEATHING 4 NAILING PER PLAN. T
___ a 1. .
1/2" SHEATHING PLATE NAILING. SPLICE TO OCCUR ON COMMON 16d 8" O.C. SOLE 1
PLATE NAILING
MEMBER OR BLOCKING 16d 8" O.C. SOLE I I '
3x BLOCKING
NOTE: 2x BLOCKING AS REQ'D SUBFLOOR PER PLAN SHEATHING 4 NAILING PER PLATE NAILING. (TYP)
SEE ARCH FOR PLAN OR SCHEDULE
—\1
FLASHING REQ'TS SUBFLOOR PER PLAN ad tv 4" O.C. ad 9 b" O.C. LINO
2x BLOCKING w/ 16d 4" O.C. SUBFLOOR PER PLAN 8 5HEAR WALL FORCE TRANSFER DETAIL
2x BLOCKING w/ Ibd 's 8" O.C. TRUSS PER PLAN
S2 0 SCALE: I" = 1'-0"
SHEATHING
MSTC HOLDOWN
PER PLAN
NOTE: FLOOR TRUSS FLOOR TRUSS ki
I,xSEE ARCH FOR FLASHINGIt PER PLAN PER PLAN �
REQUIREMENTS.
MSTC HOLDOWN 2x BLOCKING w/ (3) Sd
TRUSS OR RAFTER FLOOR TRUSS PER PLAN STRAP PER PLAN HANGER BY TRUSS SUPPLIER Sd Is 6 O.C. TOE -NAIL TO 4x BEAM 4
LUS HANGER BY BEAM PER PLAN BEAM OR GIRDER
HANGER BY TRUSS SUPPLIER LUS24 HANGER BY TRUSS PER PLAN SUBFLOOR PER PLAN (2) Sd t0 JOISTS.
TRUSS SUPPLIER TRUSS SUPPLIER JOIST PER PLAN
BEAM PER PLAN Lu
u
g FLOOR FRAMING CONNECTION � BEAM 10 FL00%.RAMING CONNECTION a0 FLUSH BEAM 11 5HE,4R WALL FRAMING AT FLU5H NAM 2x4 wl l8)16d AT
BEAM PLICE.
_ s2 m SCALE: I" = s2.m SCALE: I" = V-0" 2x4 GUSSET EA (NOT A METAL CAP)
2.0 SCALE: 1 - I -0 SIDE w/ (8) 16d
(ALT. METAL CAP)
NOTE: WSW SHEAR BRACE PER PLAN .
lbd lb" O.G. SOLE SEE 6IMP60N PRODUCT GUIDE FOR HEX NUT BELOW ANCHOR 4x4 PT POST
2x STUD PER PLAN. USE DBL 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. BOLT SPACER (TYP) (4xb At SPLICE)
SHEATHING 4 NAILING PER STUD At END OF SHEAR WALLS (2) 2x STUD 6 ENDS OF SHEAR CURB HEIGHT, ANCHOR LOCATION 4
PLAN OR SCHEDULE 4 HOLDOWNS. SEE SHEAR WALL WALLS 4 HOLDOWNS. SEE SHEAR 3/4" SHEATHING WSW PANEL INSTALLATION. "3 = TIE MAB ANCHOR + 18"
SCHEDULE FOR 3x STUDS. WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" 21/8" VERIFY CURB HEIGHT (ALT. A34 ANCHOR
MIN.
2x PT SILL w/ ANCHOR BOLL WASHER SEE SCHEDULE FOR TWO SIDES)
43
" x 3" x 1/4 WASHER PER SEE PLAN FOR TOP OF SHEATHING 4 NAILING PER SIZE 4 SPACING.USE 5�a"� AT FINISH GRADE a 1211 �l
PLAN OR SCHEDULE. CONCRETE AT SIMILAR PLAN. SPLICE TO OCCUR PORTED COUPLER COMPATIBLE FTG PER PLAN D ° MIN.
ON COMMON MEMBER 60 O.C. U.N.O. °
USE %4 o boll O.C. MIN. w/ A193 Bi ROD AS REQ'D
4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL 04!BAR IT 24" O.C. - VERTICAL °
FINISH GRADE o D
MIN, b MIL VAPOR BARRIER I' i *4 AR - NORIZ. 1/84 THREADED ROE) ANCHOR, �& ,
j " " b MIN. (NOT 6 5D.G.) ;11 GRADE A449 OR AI93 Bi CONTINUOUS FTG BEYOND. G �,� 4�AS
12
6 MIN_ a
FINISH GRADE OR j FINISH GRADE 12" MAX. !' STHD HOLDOWN PER PLAN. i i FLOOR FRAMING AT CRAWL 5F,4CE
S2 0 SCALE: I = I -0 SLAB ON GRAPE ' � (S.O�x. a SIM.) ! `II1 � , � ' ' � _ � *4 x 30" B ROVER DBL
STHD HOLDOWN a *4 BAR - WORM 4 BAR 24 O.C. - VERT. I� 4
PER PLAN a 1-2 NUT WAS ER ASSEMBLIES,
I'-(o" MIN. a Q 04 MBAR � 24" O.C. -VERTICAL 2,-b" MAX. ,, *4 B A R CONTINUOUS
811 - 811 D b" MIN.
D P
Lt
8" 04 BAR CONT. 811 1'-b" 8
7v-4:t 1-411 3'-511 /1
— o
13 FOUNDATION AT 5L,45 ON GRAPE FOUNDATION AT CRAWL 5PACE 15 FOUNDATION AT 115W 5NE,4R PANEL
8 o SCALE: I" = I'-0" S20 SCALE: 1" = P-0" 8 o SCALE: 1" = P-0" COPYRIGHT 2021, SEGA ENGINEER5
JOB 09-059