Building Plans - Lot 20;
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UPPER FLOOR PLAN
MAIN FLOOR:
UPPER r-LOOR:
TOTAL:
6ARA6r= :
1562 50. PT.
1642 50. FT.
5004 50. PT.
640 50. PT.
PORCH: 8"? 50. PT.
PORCH: 140 50. PT
COPYRIGHT 2012
Landmark Design Inc.
ALL RIGHTS FrESERVE0
MAIN FLOOR PLAN
GENERAL NOTES:
1. 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 t 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.
B. 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 TO
BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A
MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
=SMOKE ALARI`1-CAR50N MONOXIDE COMBO.
C.M.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED ON EACH FLOOR E OUTSIDE OF EACH
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. PER 2018 IRC E WA. STATE AMENDMENTS
SEC R315.
11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
R403B3.
12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER
WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN
THE GROUND SHALL BE INSULATED TO R-10 WITH
INSULATION DESIGNED TO BE USED BELOW GRADE.
13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
OUTSIDE THE BUILDING. PER R303B2.
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 E CRAWL ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING
SURFACES
16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY
ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL THAT
READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
INSTRUCTIONS)
1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1.
THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
35 FEET(10.668mm) FROM THE CONNECTION TO THE
TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM
LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
TRANSITION DUCT.
16. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WALLS SHALL BE INSULATED BY COMPLETELY FILLING
THE CAVITY WITH A MATERIAL HAVING A THERMAL
RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC
TABLE R402.4.1.1.
IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE
OR BEAM/HEADER) PER SEC. Rro023(TWO-STORY/
BALLOON FRAME WALLS)
UTILITY ROOM NOTES/MAKE UP AIR:
PER IRC G243S
1. WHERE THE EXHAUST DUCT IS CONCEALED
WITHIN THE BUILDING CONSTRUCTION AND THE
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
:IT' DOOR
35 FT., THE EQUIVALENT LENGTH OF THE
EXHAUST DUCT SHALL BE IDENTIFIED ON A
ER THAN
PERMANENT LABEL OR TAG. THE LABEL OR
I TOP OF
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
M3.1)
EXHAUST DUCT CONNECTION PER G2439.1.5.
2. INSTALLATIONS EXHAUSTING MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING HAVING AN AREA OF NOT LESS THAN
100 SQ. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR MEANS PER G243S.5.
E - = 100 SQ INCH TRANSFER GRILL
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.
XTERIOR STAIRWAY ILLUMINATION PER SEC R303B I
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
0j,
4" GONG. SLAB
TO GONG. CONTACT W1
4PPROVED MEMBRANE
STUB 04 BARS INTO
GONG. SLAB G 18" O.G.
A FOUND AT I ON AT FAT 10
NTS
FOUNDATION PLAN
I/'4u- 1 1_Ou
STHD EDGE DISTANCE 1-1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
COPYRIGHT 2009
Landmark Design Inc.
ALL RIGHTS RESERVED
4' 0 SCHED. 40 STL. I
4-3/8'X3' ANCHOR Bc
(SIMPSON TITAN HD C
4' CONCRETE SLAB
1
18'x18'x6'
SIDE VIEW CONCRETE FOOTING
SIMPSON TITANOHE) OR EQ) 8'
0 3/16
cA
it1/2'XS'XS' 0 I.
TOP VIEW
USE 3' x 3' x 1/4'
GALVANIZED STEEL
SQUARE PLATE
WASHERS FOR ALL
ANCHOR BOLTS
VEHICLE IMPACT BARRIER DETAIL
FOUNDATION NOTES:
I. 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 6' 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.
-I. 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 GONG. CONTACT W/CONT.
FLASHING OR APPROVE MEMBRANE.
11. INDICATES 'SIMPSON' HOLDDOWN.
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE 4
SPACING (SHT 51.0).
VENTILATION
CRAWL SPACE VENTILATION
TOTAL NET FREE AREA
REQ'D 1362/300 a 4B4 SQ. FT.
PROVIDE SCREENED VENTS
FOR VENTILATION
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
-1 VENTS IREa D
J
LSTA36 - HOR 4 SILL
TO MATCH ROOF
SHEATHING
FRAMING NOTES: SECOND FLOOR FRA�4 I 6 FLAIL'
I. ALL MULTIPLE JOISTS OR BEAMS MUST BE
BOTH GLUED AND NAILED W/8d NAILS m 24'
O.C. NAILED TOP < BOTTOM STAGGERED
EACH SIDE.
2. ALL HEADERS TO BE 4x8 OF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS t WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AND SUPPORTED BY SOLID
BLOCKING OR BY ANOTHER APPROVED
METHOD.
5. MSTC 40 STRAPS PER STRUCTURAL,
UNLESS NOTED OTHERWISE
6. ,_ A I REFER TO SHEAR WALL SCHEDULE.
1. STUDS SHALL BE CONTINUOUS FROM THE SOLE
PLATE TO A SUPPORT AT THE TOP PLATE (OBL.
TOP PLATE OR BEAM/HEADER) PER SEC.
R6023 (TWO STORY/BALLOOON FRAME WALLS)
1/411= 1 I_Ou
:ONT. DBL. TOP PLATE
Z-10 KI&ID INSULATION
5HADED AREA)
4X HEAVER
KIN& STUD
EXTERIOR PLYWOOD
TRIMMER
HEAZ�ER/I NSULAT I ON nETA I L
NTS
6X6 PT POST W/
CAP PBZ BASE
1EAM
1EAM
ROOF FRAMING NOTES:
I. ALL HEADERS TO BE 4x8 OF "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 PER IRC
SEC. 502.112 AND 802.103 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22'x3O' PER IRC SEC.
*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, aA REFER TO SHEAR WALL SCHEDULE.
-1. STUDS SHALL BE CONTINUOUS FROM THE SOLE
PLATE TO A SUPPORT AT THE TOP PLATE (OBL.
TOP PLATE OR BEAM/HEADER) PER SEC.
R6023 (TWO STORY/BALLOOON FRAME WALLS)
MANUFACTURED TRUSSES
'OP PLATE MANUFACTURER'S INSTALLATION INSTRUCTIONS
BLOCKING SHALL BE AVAILABLE ON SITE AT TIME OF
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
VENTILATION GAL CUL AT I ONS 4 REQUIREMENT&
409*4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
ED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING.
ION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
:ORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
5 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS
EVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION
5 HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH
ON -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL
NINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN
aMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R8021.
VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR
SENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
'HE AREA OF THE VENTED SPACE.
> INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE
INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1-INCH
4ALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE
4 OF THE VENT.
EET 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 s CEILING
TRUSS EDGE VIEW
TRUSS LENGTH VIEW
TRUSS EDGE VIEW GARAGE WALL
TRUSS TOP VIEW 9 GARAGE WALL
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
GWB im CEILING
SUB -FLOOR PER PLAN
FLOOR TRUSS PER PLAN
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
GWB is CEILING
FLOOR TRUSS PER PLAN
GARAGE WALL BELOW
LATERAL BLOCKING PANELS
w/ DRAFTSTOPPING
SCALE: 1/2' ■ V-0'
� 1;)RAF757010P I NG Dr=iA I L �
TYP
TO 3x BLOCKING. 8
(TYP. 2 PLACES) 2 0
ROOF FRAMING PLAN
1/4 11
/411 = 1 I—O II
NOTE -
FASTENERS FOR TREATED
WOOD TO BE HOT -DIPPED
GALVANIZED, STAINLESS
STEEL, SILICONE, BRONZE
OR COPPER
A24-BM
TO 3X
OCKING
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).
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 60% BORING IF DOUBLED d
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
�I
v
2x6 02 OF STUDS 16' O.C.
ATTACH STUDS TO TOP 4 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 PLA'
A SINGLE STUD. INSTALL 2x6 WOOD STUC
HORIZ. AS CROSS -BRACING POSITIONED
MID -HEIGHT OF THE WALL.
Na' TYPE 'X' GWB APPLIED VERTICALLY
W/ HORIZONTAL JOINTS BLOCKED AND
FASTENED W/6d CEMENT COATED llka'
CUP -HEAD DRYWALL NAILS W/.0515'
SHANK DIA. 4 1/4' HEAD DIA. SPACED 8'
O.C. ALONG STUDS 4 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
SOLID TIGHT FITTING TRUSS BLOCKING
(SEE DETAIL THIS SHEET FOR SAVE
VENTING)
2x8 FASCIA BOARD
N6' L"FLAMEBLOCK®FIRE-RATED
OSB SHEATHING W/IBmm PYROTITE
LAMINATE APPLIED TO ONLY ONE FACE
OF WOOD PANEL. SHEATHING MUST BE
INSTALLED VERTICALLY W/HORIZONTAL
JOINTS BLOCKED 4 W/PYROTITE
LAMINATE FACING THE OUTSIDE 4 MUST
BE ATTACHED TO THE STUDS W/1"I8' 6d
COMMON NAILS SPACED 6' O.G. AROUNL
PERIMETER 4 12' O.0 IN THE FIELD.
511/2' THICK NOMINAL 3 PCF DENSITY
UNFACED MINERAL FIBER BATT
INSULATION FRICTION FIT BETWEEN THE
WOOD STUDS, CROSS -BRACING 4
TOP/BOTTOM PLATES.
WEATHER BARRIER FASTENED OVER THE
SHEATHING USING SUFFICIENT FASTENERS
TO PREVENT AIR POCKETS IN THE WRAP
EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING:
COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD
2. TI-11 SIDING
3. WOOD FIBER PANEL
4. CEMENT PLASTER (STUCCO)
5. STEEL SIDING
DESIGN (ICC-ES REPORT - ESR-1365) WALL TYPE3 4 4 - 1 HR EXTERIOR WALL ASSEMBLY
i
-x&
ARB 6C OARD
NP TRUSS
LD MM TRUSS IN V PROM 10ACZ Or WALL)
(allTYPE X 6100
/16" LP PLAMNBLOGK
XTMItIOR WALL GOVCRIN6:
I. PIBCR GCMENT BOARD
2. TI-11 SIDING
3. WOOD PIBM PAWL
4. GI:MCNT PLASTGR (STUCCO)
5. STML SIDING
2X6 WALL STUD
THICKNE55:2-1/6" (PIRW
APPROX. Y CISHT: '7 PSP (PIRW
PIRATEST: UL ROM, 9-12-46
C5 UL D16N UBBB
6ABLE END P I REWALL METAL
L
LE55 THAN V TO THE PROPERTY LINE
&A FILE NO. AF 3640 (GENERIC I HOUR)
ONE LAYER No' TYPE X GWB APPLIED
PARALLEL OR AT RIGHT ANGLES TO
EACH SIDE OF MIN 2X3 STUDS, TURNED
FLATWISE, 24' O.G. WITH rod
CEMENT-COATED NAILS, 1-1ke" LONG,
0.OS15 SHANK, 1/4' HEADS, -1' O.C.
HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12' ON OPPOSITE SIDED.
NO SCALE
EAVES E WALL WITHIN 5'-O' OF PROPERTY LINE
PER IRC 302 E TABLE R302.1
H I HOUR F21RE-RE515TIVE DETAILS
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 25%, BORING 40%.
- 609e BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE STUDS.
- NON -BEARING MAXIMUM NOTCH
40%, BORING 60%.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
TYPICAL EXTERIOR WALL:
(2)2x6 TOP PLATES
2x6 STUDS m 16' O.G.
2x6 BOTTOM PLATE
1/2' SHT'G (APA RATED 24/0)
AIR BARRIER
EXTERIOR SIDING PER ELEV.
R-21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
1/2' GYP. BD
T IGHTL INE
FOUNDATION DRAIN:
4' DIA. PERF. PIPE
PEA GRAVEL FILL
WRAP W/ FILTER FABRIC
ATTIC VENTILATION
AT LEAST 4096 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.
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. RS052.8B
PROVIDE DRIP EDGE AT EAVES 4 GABLES
W/ A MIN. 2' OVERLAP.
2x SCREENED EAVE
VENT BLOCKS W/(4)
21i8' HOLES EACH -
PROVIDE APPROVED
INSULATION BAFFLE
TO ENSURE 1' MIN.
AIR SPACE.
COVERED
PORCH
�2
600
R-36 INSULATION
HIGH DENSITY
12
W1 IN 3("
MIN. 6x6 PT POST
TYPE 'X' GWB
SIDING OR TRIM PER PLAN
POST DETAIL FOR STRUCTURES
LESS THAN 5'
FROM PROPERTY LINE
AF50 ROOF VENTS
(50 50. IN. NET FREE AREA)
SOLID TIGHT FITTING TRUSS BLOCKING
2x8 FASCIA BOARD
2x STUDS PER PLAN
N6' SHEATHING
EXTERIOR WALL COVERING
PER PLAN
EAVES WITHIN 5'-0' OF PROPERTY LINE
PER IRC 302 4 TABLE R302.1
ATTIC
/!C A iPE
MANUF TRUSSES 241O.C.
SEE ROOF FRAMING PLAN
FLOOR CONSTRUCTION:
1/8' T4G PLYWOOD SUB-FLR
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING)
STAIR NOTES'
HANDRAILS WILL BE RETURNED
PER IRC R311.1
OR SHALL TERMINATE IN NEWEL POST
OR SAFETY TERMINALS PER IRC R311.1$Z
• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
BOTT
HANDRAIL TO BE PRESENT ON
• ALL USABLE SPACE UNDER STAIRS TO BE I HOUR
4' SPHERE SHALL
ONE SIDE Or- STAIR
HANDGRIPSPORTION OF HANDRAILS
CONSTRUCTION.
NOT PASS THROUGW
SHALL HAVE CIRCULAR CROSS SECTION
• MAXIMUM RISE TO BE 1-3/4'.
OF 11/4' MIN. 4 2' MAX EDGES SHALL HAVE
A MIN. RADIUS OF t16'.
• MINIMUM RUN TO BE 101.
.4
G. ALL REQUIRED GUARDRAILS TO BE 36'
• MINIMUM HEAD HEIGHT TO BE V-8'.
MIN. IN HEIGHT.
• MINIMUM STAIR WIDTH TO BE 36'.
OPENINGS FOR REQUIRED GUARDS ON
• PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF
THE SIDES OF STAIR TREADS SHALL NOT
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
ALLOW A SPHERE 4 WHO (W2mm) TO PASS Tk%OUC*L
TREAD.
PER R312.13
• PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED
NOSINKC, 11/4' MAX
WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES
• MIN. 36' HIGH W/ CLEAR SPACE PER R312JJ AND R312.12
� F
HANDGRIP PORTION OF HANDRAIL SHALL BE
pp co
NOT LESS 1 1/4' NOR MORE THAN 2' IN
CROSS SECTIONAL DIM.
• WINDING TREADS
2! I
/ 10 HANGER
PER IRC R311.1BZ
"�
(SLOPED SEAT)
• SPIRAL STAIRS
10, MIN.
;p TREAD
6' SPHERE UNABLE
TO PASS THROUGH OPENING
PROVIDE MIN 1 1/2' RUN A A POINT 12'
FROM WHERE TREAD IS NARROWEST
BELOW STAIR INSTALL 't12'
GWB • CEILING, AND WALLS
PER IRC R311.1.10.1
3-2XI2 STRINGERS
/
(MAX SPAN UP TO T-09
/
(SPANS UP TO 9'-01)
ADD 1-2X6 TO BOTTOM OF STRINGERS
CONT. HANDRAIL 34'-38' /
W/ 16d • 12' O.C.
ABOVE TREAD NOSING. /
2X4 THRUST BLOCK (SPANS UP TO 10'-01)
PICKETS PER IRC
ADD I-2X6 TO BOTTOM OF EACH SIDE
ON OPEN SIDE
INTERIOR
OF Tie STRINGERS
/
W/ 16d 0 12, O.C.
/
DECK
1' PT RISERS
JOISTS PER PLAN FIRE BLOCKING *0 MID -SPAN AND
/
IN STUD WALLS ALONG AND IN LINE
�( r��;4
WITH STRINGERS IF AREA UNDER
/
pBL JgT
STAIRS IS UNFMISI-ED
P.T. 2XI2
TREADS
TO STRIP
'MIN.
R-441 INSULATION
/
-Z EXTERIOR
HL 35 ANGLE SUPPORT
HU21z
MTL. HANGERS
AT EA STRINGER
3-2XI2 PT STRINGERS
(MAX SPAN UP TO T-0')
(SPANS UP TO 9'-09
ADD 2X6 TO BOTTOM OF STRINGERS
W/16d*12'0r-
(SPANS UP TO 10'-01)
ADD 2X6 TO BOTTOM OF EACH SIDE
OF THE STRINGERS
W/ 16d 0 12' O.C.
J TYPICAL STAIR DETAIL AND NOTES
FIRE BLOCKING AND DRAFTSTOPPING:
PER SECTION R302.11 • 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 4 FLOOR LEVELS
B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0'
2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE
TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES
UNDER STAIRS SHALL COMPLY WITH SEC. R302.1.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
IU
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MASTER -Ito 10P 1L
BATH 4i of
�n
COVERED
PATIO ~
ENTRY w
6RE T TYPICAL EXTERIOR WALL -Ito ClO
(2) 2x6 TOP E
TYP. INT. WALL ROOM -�
2x6 STUDS � 16 O.G. Q N 1L
(2)2x4 TOP M 1/2' SHT'G (APA RATED 24/0) _
_ z
J 2x4 STUD m WATER PROOF BARRIER = d
16, O.G. EXTERIOR SIDING -
1/2' GWB EA. FLOOR CONSTRUCTION: PER ELEVATION p
SIDE 3/4' T4G PLYWOOD SUB-FLR R-21 INSULATION W/ CONT. dJ
2x4 BOT. fE GLUED 4 NAILED TO VAPOR BARRIER
(SEE FRAMING PLAN FOR (WARM SIDE)
SIZE AND SPACING)
i GRADE
CRAW SPACE / L .�
6 MIL VISQUEEN VAPOR
BARRIER THROUGHOUT
LAP SPLICES 12' MIN.
°
U I Ll:) I N6 SECT I ON
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
MAIN FLOOR F.LEGTRIGAL
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 R303b IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
UPPER FLOOR ELECTRICAL
1/4" =1'-O"
ELECTRICAL KEY
OVERHEAD
CAN
OUTLET
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. FAN
(VTOS) t LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET.
e
110 V W/ BATTERY
BACKUP
CABLE T.V. JACK
PHONE
UNDER COUNTER
LIGHTS
MC
Y
GAS OUTLET
t
HOSE BIBS
4
EXT. FAN VTOS
HEAT DETECTOR
INTERCONNECTED
e H
PER 31423
(GARAGE)
CHARGER
V
(ELECTRICVEHICLE)
ONE PER DWELLING
PER SEC R335 IRC
SMOKE DETECTOR
110V
0°
110 VOLT
PER 3143
S.D.
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
I�
L,J
UPPER FLOOR FLAN
GENERAL NOTES:
I_0. I. ALL WORK TO BE IN CONFORMANCE WITH 2O18 ERG.
14'-0' 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES
6'-8''-1�• 6'-9*' -'_2k TO OUTSIDES,
3. VENT WATER HEATER PRESSURE RELIEF VALVES TO
OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
8/ 5/0 XOX _ _ _ _ _ _ _ _ MECHANICAL PENETRATIONS.
- - - - - - - - - - - - - - - - 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12'
ABOVE D5WN_
U "l` 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO
PNTRI MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY
9' CLGL I I FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P11 FLOW.
`n I I -I. ALL GLAZING WITHIN 604 ABOVE DRAIN INLET TO BE
Q I I Q SAFETY GLASS.
DININ6 ROOM d5 I I S. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF
9' CLG. GD RED @ FLOOR TO BE SAFETY GLASS
}� T10 I } 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN
I H_ � C I I THE FOLLOWING LOCATIONS: IN EACH SLEEPING* ROOMS,
It OUTSIDE EACH SEPARATE SLEEPINGs AREA IN THE
+N I I ® U I I IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH
It '-10' HICsHI I I I ADDITIONAL STORY OF THE DWELLING, INCLUDING
- OPENINGS r- O - - - - - - - - - - - - - - 8l�x5/ XOX BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO
- - T - - �'"�' H - - BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY
FROM A BATHROOM THAT CONTAINS A BATHTUB OR
IG L( t SHOWER ALARMS t0 BE INTERCONNECTED IN SUCH A
z � "� ;q MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
' dl c14 �4
=SMOKE ALARM -CARBON MONOXIDE COMBO.
X U -pW 6 T ROOM 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315
s 3} \ I \� 9' CLG. AN APPROVED CARBON MONOXIDE ALARM SHALL BE
� 1~-1 tu S , INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH
01K1 w 1 KITCHEN T 0 SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
- it k 9' CLG_ I r\ - BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS
m 4 R40 j _ 11. (INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC
W/ MICRO 3'-!f' -6. R40353.
12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED
SPACES SHALL BE INSULATED TO A MINIMUM OF R-S PER
0 MANUF. NAT. GAS WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN
METAL FIREPLACE V P THE GROUND SHALL BE INSULATED TO R-10 WITH
i•, INSTALL R MFR INSULATION DESIGNED TO BE USED BELOW GRADE.
b a.� i - 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO
r-- =
SP
H1C�-4 N WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE
NI U 0 - OUTSIDE THE BUILDING. PER R303.52.
-_ 14. rAA6 PIPING16 T 1
t,j 1 Q WHERE PIPING IS INSTALLED THROUGH HOLES OR
NOTCHES IN FRAMING MEMBERS AND THE PIPING 19
SD' 3'-9'® `['-10' H OPNG. ``� LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING
UP X = MEMBER FACE TO WHICH WALL, CEILING OR FLOOR
MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE
6UEST SUITE VP V I 144 11 I 0 4R, PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH
1 1 1�' `4 OF THE PIPE AND THE FRAMING MEMBER AND THAT
rA It EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE
$ATH I I in ER S 1 FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT
5' GLG I 1 PROTEG THE PIPIWx PASSES TI-IFWUC- I4 IS A BOTTOM PLATE,
�
CFM UP I 1 - BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD
-1 50 EF. I I PLATES SHALL COVER THE FRAMING MEMBER AND
EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM
HEAT
� a I 1 r FRAMING* MEMBER AND NOT LESS THAN 4 INCHES BELOW
WAITER HTR HWH THE TOP FRAMING MEMBER
HWH NOTES I Z - 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE
VEHICLE I U WEATHERSTRIPPED AND INSULATED TO A LEVEL
- PROVIDE EXPANSIONTA BARRIE I O EQUIVALENT TO THE INSULATION ON THE SURROUNDMG
® - PROVIDE SEISMIC ST PPINCs 1' MIN. LID CORE
SELF GLOSNG DOOR IL
- TPRV TO TERMINATE D I IL� SURFACES
D,STEEL 16. WHOLE HOUSE VENTILATION 24 HR TIMER READILY
OUTSIDE OR 20 IN. RATED I s ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT
M - PILOT 4 CONTROLS TO BE IS' 61MIN. OFF O�
J X READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING
- PER ASNFRAE LOOR 9090-A- O 1 UP -4 �`' INSTRUCTIONS)
- NAT GAS WATER HTR. W/ MIN.., I R al 1-1. DRYER DUCT SPECIFIED L NGTH PER SEC 1-11502A5.1.
OF 0.62 1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE
- ELECTRIC WATER H W/ MR. 6'11 3`-6" 5'-0' I i6'' ' 35 FEET(10b68mm) FROM THE CONNECTION TO THE
0,93 I TRANSITION DUCT FROM THE DRYER TO THE OUTLET
6ARAISE TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM
USE 1/2' GWB ON ALL WARM AND i ►mot) ENTRY LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN
STRUCTURAL WALLS. (1) LAYER 5/6' TYPE OPEN TO ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM
'X' ON CEILINGS_ WRAP ALL EXPOSED POSTS I ABOVE =" LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE
AND BEAMS IN 1/2' GW5 TRANSITION DUCT.
n F
DUCT OPENINGS I 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
4, IN GARAGE. I WALLS SHALL BE INSULATED BY COMPLETELY FILLING
DUCTS THR C-A-1 CLG OR I ifSA THE CAVITY WITH A MATERIAL HAVING A THERMAL
.6 WALL COMMON t0 HOUSE, I RESISTANCE OF R-3 PER INCH MINIMUM PER 2016 WSEC
MIN. 26 GAGE STEEL. TABLE R402AA.1.
IS, STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE
_� • Os IS'_ 2/ 610 2/0x6 0 FX TO A SUPPORT AT THE TOP PLATE(DBL_ TOP PLATE
OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/
BALLOON FRAME WALLS)
HEAT DETECTOR GO RED
V P INTERCONNECTED
1 PER 31423 P RCiH
ll
.0 8/0 x 8/0 OH. D 8'-3' R.O. 16/0 x 8/0 O.H. DOOR 16'-3' R.O.
BLUE 16 AWG TRACER
wFZE MEETALL WAITER SERVE LANDING AT 'EXIT' DOOR
PIPING PER UPC 604.9 NOT TO BE LOWER THAN
US INCHES FROM TOP OF
2'-9' 2'-9' 2-11 ' THRESHOLD. (R3113.1)
29'-3' 10'-43'
FLOOR:
UPPER FLOOR:
TOTAL:
GARACGE :
1562 50. FT.
1642 50. FT.
5004 90. FT.
640 50. PT.
PORCH: Srt 50. FT.
PORCH: 140 50. FT.
COPYRIGHT 2012
Landmark Design Inc.
ALL Rr-A-98 RESERVED
MAIN FLOOR PLAN
1/4"=1'-O"
INTERIOR STAIRWAY ILLUMINATION PER SFr SW-Z j 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 SOUf;rE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDMGv. 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 LIG�ITING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC RW3s IRG
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LAND]Ws OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POILER FROM THE BUILDIWx WIRINGS. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE 80TTOM LANDING OF THE STAIRWAY.
�1TILITY ROOM NOTESA-lAKE UP AIR
PER IRC G2439
L WHERE THE EXHAUST DUCT 15 CONCEALED
WITHIN THE BUILDING CONSTRUCTION AND THE
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
35 FT., THE EQUIVALENT LENGTH OF THE
EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR
TAG SHALL BE LOCATED WITHIN 6 FT OF THE
EXHAUST DUCT CONNECTION PER G2439.1.5.
2. INSTALLATIONS EXHAUSTING: MORE THAN 200
CFM SHALL BE PROVIDED WITH MAKE UP AIR.
WHERE A CLOSET IS DESIGNED FOR THE
INSTALLATION OF A CLOTHES DRYER, AN
OPENING HAVING AN AREA OF NOT LESS THAN
100 SQ. INCHES FOR MAKE UP AIR SHALL BE
PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER
APPR. MEANS PER G243%5.
E = 100 SQ INCH TRANSFER GRILL
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1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
L2-3006-3L
Date:
2-20-24
PJA
GENEAL &TfRUGTUfRAL NOTES
V
STEM WALL
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kn = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Ss = 1.5 - IBC FIGURE 161330)
Sc* 1.0, 1e - 1.0, R=6.5
Cs = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURF -ACES SHALL BE
INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE.
BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION.
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM
SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE
WATER USE MINIMUM Pc = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ilB% BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1140"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES
AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
SLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 u
11/2 ("5 AND SMALLER)
2" (% AND LARGER)
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF*2 OR BETTER
2x FRAMING PM OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND
DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND
EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT
EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE
A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL
HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED UJOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GL5) 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 = 2000 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE
AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED
COLUMNS TOGETHER WITH 16d is 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH
16d 61 8" O.C.
SHEAR WALLS;
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN
THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF Sd a 6"
O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS.
FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR
STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS
FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE '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 TO FLOOR FRAMING MEMBERS WITH 8d
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND Sd
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
SHEAR WALL SCNEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
I/2" CDX
8d 6 6" O.C.
5/8" a 60" O.C.
Qa II = 230 PLF
OR OSB
1/2" CDX
8d im 4" O.C.
5/8" 6 32" O.G.
Qall = 350 PLF
OR OSB
I/2" COX
ad a 3" O.C.
5/8" a 1(0" O.C.
QaII = 450 PLF
C
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES 4
STAGGER NAILS
R
SEE DETAIL
12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" D11 ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT Tl-II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od 6 12" O.C. STAGGERED.
F_
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
L L;
(TYP. 2 PLACES)
LSTA36 - MR 4 SILL
TO 3x BLOCKWs,
MID. 2 PLACES) LSTA30 - BEAM
t0 TOP PLATE
r21/2 G x 105 CsLB 51/z x 15 GLB
— — — m
51/2 A5 GL5 _
LSTA24 - BEAM
TO TOP PLATE
NTS20 - BEAM
TO TOP PLATE
B
LSTA30 - BEAM
TO TOP PLATE.
(TYP OF 2)
MAIN FLOOR
A = 1,362 SQ FT
�I
A - 640 SQ FT
m
_ ".t GL5 _ 31/2 x 16B GLIB
� ry1IF
t
R iL —13/ x 18
4x12 �� �r4x12
MID. OF
LSTA30 - TOP PLATE
TO 3x BLOCKIws
a
a
97__
a °
2'-0" a
ADD �4 -/ BAR FOR
Lz�
STEPS EXCEEDING 2'.
4
S" MAX
1 MAX
CONTINUOUS FTG. MINIMUM
REINFORCEMENT
STEPPED FOOTING DETAIL
s10 SCALE: 3j4" • I'-0"
MSTC40 HOLDOWN. ALIGN
WITH EMBEDDED STND
TYPE 14OLDOUN BELOW.
SHEATHING 4 NAILING PER
PLAN. SPLICE TO OCCUR ON
COMMMON MEMBER OR
BLOCKING
SHEATHING 4 NAILING
PER PLAN. MATCH WALL
ABOVE UNA.
FINISH GRADE
Ibd 6 16" O.C. SOLE
PLATE NAILING.
3/4" SU5FLOOR
/,/-(3) ad JOIST -TO -TOP
PLATE U.N.O. MAINTAIN
4fMIR 11/2" END DISTANCE.
2 x 6 STUD ® 16" O.C. USE
-D5L STUD ® ENDS OF
SHEAR WALLS 4 HOLDOWNS.
2x PT SILL w/ 5/&" OANCHOR MAX -
BOLT 4 3" x 3" x Ii4" WASHER
AT 5'-0" O.C. UNA.
(ALT. MASA 5 48" OL)
STND TYPE HOLDOWN
PER PLAN.
-"4 BAR * 10" O.C. - HORIZ
(36°
#4LBAR a 16" Oz. - VERt.
FINISH GRADE
04 BAR CONTINUOUS
p (TYP OF 2)
D p �
p
D �
K_2_'� CRIPPLE WALL WITIH BACKFILL FOUNDATION
2LO/ : 34" • 11-01
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JOB 14-011
'/2" RATED SHEATHING
Sd Q 6" O.C. SHEATHING 4 NAILING PER NOTE: NOTE:
(4" O.C. a SIM.) SEE ARCH FOR FLASHING '/2" RATED SHEATHING w/ —
PLAN OR SCHEDULE. REQUIREMENTS. TRUSS t0 DEVELOP = �
Sd 4" O.C. TO FRAMING CAPACITY OF CONNECTOR Q w
STAGGERED SHEATHING 8d a 4" O.C. N
PER PLAN. EXTEND OVER HI FRAMING ANCHOR TRUSS PER PLAN �' N
2x VENTED BLOCKING. EACH TRUSS. USE H10A-2
ROOF SHEATHING c� Q
ad Is 6" O.C. AT DBL TRUSS. GABLE END TRUSS. � 1 PER PLAN 2x BLOCKING D5L 2x TOP PLATE. LL
w w (BEAM AT SIM.) q n
U �
A35 a 48" O.C.—
tRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) 2x STUD CONNECTOR SCRAP
2x VENTED BLOCKING. SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER
END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE 16d 6 6" O.C. STAGGERED. OR 6 48" O.C. SECURE w/ PER PLAN.
EACH END w/ (2) 8d. \_4'-O" MIN. 4 NAIL w/ 16d 6 4" O.C. A34 EACH END. TRUSS OR RAFTER
NOTE:
STAGGERED. ADD L5TA24 TO PER PLAN INSTALL CONNECTOR PRIOR
WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING .. �1
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR \r7 I 2x FRAMING PER PLAN. 2x STUD (NOT SIM) t0 PLACING COMMON TRUSSES m
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER 6 SIM.) 2x NAILER OR TRUSS � o
MEMBER OR BLOCKING w/ 16d Is 8" O.G.
w a
an
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GA5LE END 3 ROOF FRAMING 5HEAR LUALL 4 DRAG 5TRUT CONNECTION .a
S2 0 SCALE: V = I'-0" S2 0 SCALE: V = I'-0" 52.0 SCALE: 1" = I'-0" S2 0 SCALE: P = V-0"
4� b
U q
16d 16" O.C. SOLE DBL 2x TOP PLATE o
PLATE NAILING. FLOOR TRUSS PER PLAN
(3)16d TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN ��2" RATED SHEATHING 16d 4" O.C. SOLE � A
SUBFLOOR PER PLAN i NAILING PER PLAN. PLATE NAILING. HDR PER PLAN. -_ _-_ _ _ _ _ _ _ __Y___,___________________________ _T 0 0
i2 SHEATHING w/ Sd Sd a 4 O.C.
- - --- - --- - ---
bt
2x CONTINUOUS RIBBON (3) 8d JOIST -TO -TOP 6" O.G. EDGE NAILING. 2x FRAMING w/ (3) 2x CONTINUOUS ! !
PLATE U.N.O. MAINTAIN (NOT 's MANF PANEL) 16d TO TRUSS WEB RIBBON SUBFLOOR PER PLAN
-----------i
MIN. 1 12 END DISTANCE. r',
MSTC HOEDOWN
3x BLOCKING. EXTEND
STRAP PER PLAN b
(2) BAYS (24" MINIMUM)
j OR TO CORNERcQ
SHEATHING 4 NAILING PER PLAN. �' ,� 1 (TYP)
SPLICE TO OCCUR ON COMMON --- ------ ------- ------- ------- ------ -_ ! TRIMMER STUDS)
MEMBER OR BLOCKING W CQ
MSTC HOEDOWN � �
��2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. PER PLAN j 1
FLOOR TRUSS Sd 's 6" O.C. EDGE NAILING OR (BEAM AT SIM) 1
MANUFACTURED BLOCKING PANEL. KING 5TUD—\
PER PLAN FLOOR TRUSS PER PLAN
2x FRAMING PER PLAN. 16d 6 4" O.C.
(BEAM SIM.) 2x DBL TOP PLATE. LAP SPLICE
4'-0" MIN. 4 NAIL w/ 16d 4" SHEATHING 4 NAILING PER j
O.C. STAGGERED. PLAN OR SCHEDULE. BEAM PER PLAN. ! j 112" RATED SHEATHING 4
j NAILING PER SCHEDULE.
LSTA STRAP PER
5 TIFICAL FLOOR FRAMING CONNECTION FLOOR FRAMING Q INTERIOR 5HEAR WALL 5HEAR WALL FRAMING AT SEAM PLAN (TYP).
S2 0 SCALE: V _ 1'-0" S2 0 SCALE: V _ 1'-0" S2 m SCALE: P 2 1'-0" 1
2x SILL PLATE
1 j
SHEATHING 4 NAILING PER PLAN. —
SPLICE TO OCCUR ON COMMMON ! I
MEMBER OR BLOCKING 16d 4" O.C. SOLE
SHEATHING 4 NAILING PER PLAN. 16d 8" O.C. SOLE
SPLICE TO OCCUR ON COMMON PLATE NAILING Sd 9 4" O.C. PLATE NAILING. 3x BLOCKING
16d 6 16" O.C. SOLE MEMBER OR BLOCKING i/(TYP)
PLATE NAILING. SUBFLOOR PER PLAN 2" SHEATHING 2x BLOCKING AS REQ'D
ado 6" O.C. UNO 8d is 4"L
O.C. NOTE: SUBFLOOR PER PLAN SSA 5HEAR WALL FORCE TRAN5FER PETAL
2x BLOCKING w/ 16d 6 41
ISEE ARCH FOR O.C. ALE
FLASHING REQ'TS
SUBFLOOR PER PLAN TRUSS PER PLAN
SHEATHING 4 NAILING ��2" SHEATHING 2x BLOCKING w/ 16d 8" O.C.
PER PLAN OR MSTC HOEDOWN LSTA24 STRAP ,
SCHEDULE PER PLAN (FAR SIDE) I6„
NOTE: FLOOR TRUSS 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR C�
FLOOR TRUSS SEE ARCH FOR FLASHING PER PLAN
PER PLAN REQUIREMENTS. HDR PER PLAN. EXTEND w/ Sd 3" O.C. EACH WAY.
MSTC HOEDOWN HANGER BY TRUSS SUPPLIER TRUSS OR RAFTER OVER PANES TO KING StUO. + + } ' + . + wry'
STRAP PER PLAN FLOOR TRUSS PER PLAN l6)16d KING STUD TO emu,
" " ' HEADER
BEAM /END TRUSS BEAM PER PLAN LUS HANGER BY HANGER BY TRUSS SUPPLIER
PER PLAN LU524 HANGER BY TRUSS SUPPLIER -_Ij�I
TRUSS SUPPLIER
TT '== T II
BEAM PER PLAN 1 'i 2x KING STUD w/ 2x
1+' III
g 5HEAR WALL FRAMING AT FLOP SEAM 10 FLOOR FRAMING CONNECTION � FLU5H SEAM 11 FLOOR FRAMING CONNECTION 6 5EAM FASTEN TOP PLATE TO �� CRIPPLE STUD
HEADER w/ (2) ROWS �+
S2 0 SCALE: P - 1'-0" S2 0 SCALE: P 2 1'-0" 52.0 SCALE: P = V-0" 1� '1 1'
16d At 3 O.C. + : 4x BLOCKING 6 MIDDLE
'I+j 24" IF REQUIRED./
10'-0" MAX. ,.---- -----�
16d 6 16" O.C. SOLE (8'-0" a SIM) — — -
2x BLOCKING w/ (3) Sd 2x STUD PER PLAN. USE MINIMUMOlePLATE NAILING. 'I
Sd 6 O.C. TOE -NAIL TO 4x BEAM 4 (2) 2x STUD Q ENDS OF SHEAR 2x STUD PER PLAN. USE DBL ''J '/2" RATED SHEATHING (2�4/0 EXP 1).
(2) Sd t0 JOISTS. WALLS 4 HOLDOWNS. SEE SHEAR 3/4SHEATHING STUD At END OF SHEAR WALLS + .I NAIL w/ (2) ROWS Sd s 3 O.C. At
SUBFLOOR PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x�ia" 4 HOLDOWNS. SEE SHEAR WALL (2) 2x CRIPPLE +1+I + PANEL EDGES. �
JOIST PER PLAN
WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. STUDS. + +I+j
SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER
2x4 w/ (8) 16d AT PLAN. SPLICE TO OCCUR SIZE 4 SPACING.USE a AT PLAN OR SCHEDULE �� (2) 2x PLATE. (NAIL
BEAM PLICE. ON COMMON MEMBER 60 O.C. U.N.O. '. SHT'G TO EA PLATE)
2x4 GUSSET EA 2x Pt SILL 4" SLAB ON GRADE OVER +..
SIDE wl l8) lbd (NOT A METAL CAP) OR BLOCKING. MIN. 6 MIL VAPOR BARRIER TOP OF STEM WAEE ++=—'a '+
_
(ALT. METAL CAP) *4 AR - HORIZ. 1�:6" MIN. (NOT 0 5D.G.) `! FINISH GRADE OR a � � ELEV. VARIES J + i 64 � � �'��'
SLAB ON GRADE
4x4 Pt POST FINISH GRADE 12 MAX. i ' STHp HOEDOWN PER PLAN. 2x Pt SILL �-
14x6 AT SPLICE) (S.O.G. SIM.) i STN HO OWN - ' 2x Pt SILL w/ ANCHOR BOLL StHp14 HOEDOWN UNO. l2) �i "� ANCHOR BOLT w/ MIN.
:4 � BAR � 24" O.C. - VERT. D LD a 4 3" x 3" x 1/4 WASHER PER s
MAB ANCHOR 18„ DER PLAN a PLAN OR SCHEDULE. USE 7" EMBEDMENT 4 3" x 3" x '44"
(ALT. A34 ANCHOR MIN. I'-6" MIN 1-6 a 5i8"� � 60" O.C. MIN. GALVANIZED fE WASHER �
TWO SIDES) 12" 4'-0" MAX "4 BAR CONTINUOUS MIN. # " - FOUNDATION PER PLAN.
MIN. > g�� _ 4 MBAR 24 O.C. VERTICAL MIN. 8 THICK STEM WALL w/
FTG PER PLAN D o 0 O O #4 BAR HORIZ. TOP 4 BOTTOM.
#4 A t . o BAR CON 12 PORT�4L FRAME PANEL
FINISH GRADE D � 8" (TYP.)
S2 0 SCALE: NONE 5 I'-4"
_ o
13 FLOOR FRAMING AT CRALUL 5PACE 14 FOUNDATION AT CRAWL 5PAGE 15 FOUNDATION AT 5LA5 ON GRADE
s o SCALE: P = V-0° s2 0 SCALE: P = V-0° S2 0 SCALE: P = V-0" GOP'f'RIGHT 2024, 5EG,4 ENGINEER5
JOB 14-011