2853B L2 PlanBUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE
THE 2009 INTERNATIONAL RE5IDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION.
ROOF LIVE LOAD = 25 PSF (SNOW)
ROOF DEAD LOAD = 15 PSF
FLOOR LIVE LOAD - 40 PEF (REDUCIBLE)
FLOOR DEAD LOAD = 15 PSF
WIND LOAD - 85 MPH WIND SPEED, EXPOSURE 'B'
SOIL SITE CLASS 'D'
CONSTRUCTION TYPE: V
OCCUPANCY GROUP: R -3
DESIGN CRITERIA: TABLE R3012(U
GROUND
SNOW
WIND
SPEED
SEISMIC
DESIGN
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE SHIELD
UNDER-
LAYMENT
FLOOD
HAZARDS
AIR
FREEZING
MEAN
ANNUAL
APPLICATION
BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE
2,500 psi
FLOOR SLAB.
LOAD
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER
CATEGORY
WEATHER(
FROST LI
DEPTH
TERMII
DECAY
TEMP,
REQUIRED
6X6 OR LARGER
INDEX
TEMP
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85
19/64' HEAOOID '
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS.
HOURS SO VENTILAATIOR EFFECTIVENESS CAN BE 10
- 8' SMOOTH WALL PIPE
SLIGHT-
SLIGHT
11
NO
LOCRAL
50
50
30
(mph)
DI/D2
MOD
18
MOD
EITHER DIRECTION
16
1
JURISDICTION
5d COOLER NAIL 0006'
ALL WOOD IN CONTACT WITH CONCRETE 70 BE PRESSURE TREATED. FIELD CUT ENDS , NOTCHES, AND DRILLED HOLES OF
ADDITIONAL REWIRED SUBMITTAL ITEMS
ITEMS TO BE SUBMITTED BY THE OWER OR CONTRACTOR AT TIME OF FEWIT SUBMITTAL:
- MFG. J5T. DESIGN AND LAYOUT F APPLICABLE (FROM MANUFACTURER)
- Wj. TR155 DESIGN MD LAYOUTS (FROM MANIFA.CIURER)
SITE WORK
GENERAL
UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED,
FOUNDATION DE51GN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 P5F.
EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS
TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC 5URFACE SOILS. BACKFILL TO
BE THOROUGHLY COMPACTED.
Y .Ill -� •r.. I 12 • • _ �
CONCFMTE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
REINFORCEING STEEL TO COMPLY WITH A5TM A615 GRADE 40. UN.O.
WALL CONSTRUCTIONARAMMG
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 8602307
GYP" WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 810235
MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION
HF 02 - Fb•915 psi, Pv =150 psi, Fc =1300 psi, E= 1300000pel
ORIENTATION
MODERATE WEATHERING POTENTIAL
BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED
2,500 el
p
TO THE WEATHER
APPLICATION
BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE
2,500 psi
FLOOR SLAB.
TO WOOD FRNNING
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER
300 psi (41/2% air entrained N- 11/2%)
VERTICAL CONCRETE WORE: EXPOSED TO THE WEATHER
MEMBERS
PORCHES, CARPORT SLABS 4 STEPS EXPOSED
3000 psi (4112% air entrained +/- 11/2%)
i0 THE WEATHER !GARAGE FLOOR SLAB.
I-F 2 - Fb =915 psi, FV =150 pal, Fc =1300 pei, E=1300000pal
CONCFMTE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
REINFORCEING STEEL TO COMPLY WITH A5TM A615 GRADE 40. UN.O.
WALL CONSTRUCTIONARAMMG
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 8602307
GYP" WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 810235
MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
TABLE R'10235
THICIQJESS OF
HF 02 - Fb•915 psi, Pv =150 psi, Fc =1300 psi, E= 1300000pel
ORIENTATION
MAXIMUM SPACING
MAXIMUM SPACING
SIZE � NAIL FOR
APPLICATION
GYPSUM BOARD
APPLICATION
OF GTP&1M
OF FRAMING
OF FASTENERS (INCHES)
TO WOOD FRNNING
(INCHES)
HF 2 - Fb•915 pal, Fv•150 psi, Fc-1300 psi, E•1300000psl
BOARD TO
MEMBERS
NAILS
SCREWS
13 GAGE I -3/8' LONG
I-F 2 - Fb =915 psi, FV =150 pal, Fc =1300 pei, E=1300000pal
6X6 OR LARGER
FRAMING
(INCHES Oyu
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19/64' HEAOOID '
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS.
HOURS SO VENTILAATIOR EFFECTIVENESS CAN BE 10
- 8' SMOOTH WALL PIPE
CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS.
WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE PRESSURE
(OPERATION DESCRIPTION BE PROVIDED PER
DIA. 1 -i/4' LONG
ANNULAR- RINGED
DEFLECTION SHALL BE FOLLOWS:
TREATED WITH AN APPROVED PRESERVATIVE.
FINAL
SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED
LABELED
MMTED 14
FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM L/240.
FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6' -0' O.C. U.N.C. WITH MIN. 1' EMBEDMENT
METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR U51F STRUCTURAL CONNECTORS
UTILTY ROOM NOTES/MAKE UP AIR:
CEILING
EITHER DIRECTION
16
1
12
5d COOLER NAIL 0006'
ALL WOOD IN CONTACT WITH CONCRETE 70 BE PRESSURE TREATED. FIELD CUT ENDS , NOTCHES, AND DRILLED HOLES OF
DIA 1 -5/8' LONG 15/64'
HEAD OR GYPSUM BOARD
GEILING
PERPENDICULAR
24
T
12
WALL
EITHER DIRECTION
24
8
12
IRE-
NAIL20ID86' DIA 1 -5/8' LONG
9/92 HEAD
WALL
EITHER DIRECTION
16
8
16
2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM OPTION
cEILRYs
EITHER DIRECTION
16
SHALL BE PROVIDED WITH MAKE UP AIR WHERE A
12
13 GAGE I -5/8' LONG
18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE.
DIA. 1 H5' LOW. 8'
DIA 1 -3E' LONG
CEILING
PERPENDIGILAR
24
CLOTHES DRYER, AN OPENING HAVING AN AREA OF
I2
WALL
EITHER DIRECTION
24
0
12
5/8'
MNULAR- RINGED
25%
bd COOLER NAIL OOW'
DIA. 1 -1/8' LONG I /4'
HEAD OR GYPSUM BOARD
WALL
EITHER DIF�CTICTI
Ib
a
I6
= 00 SQ INCH TRANSFER GRILL PER IMO 5045 III
UNLIMITED
THE WALL. PARTING SHALL BE DAMPROGFED IN AC CORDANC WITH ONE OF THE FOL)_OWIN[s,,,
NAIL
NAILfdID915' DIA I -1 /e' LONG
HEAD
FASTENER$
ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTWM15E) OF THE DIAMETER AND
LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION (NDW
8d COMMON (0.131' DIA, 2 -IRE' LENGTH), Sd BOX (0.113' DIA, 2-1/1' LONG), 10d COMMON (0.148' DIA, 3' LONG)
10d BOX (0.128' DIA, V LENGTH), Ibd COMMON (0.162' DIA, 3 -1/2' LONG), Ibd SINKER (0.148 DIA, 3 -1/4' LONG)
5d COOLER (0.086' DIA., 1 -5/8' LONG ), bd COOLER (0.092' DIA, 1 -1/8' LONG)
LUMBER GRADES
FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING
RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER
INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE
MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE
FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES:
JOIST$:
WOOD TYPE:
2X4
HF 02 - Fb•915 psi, Pv =150 psi, Fc =1300 psi, E= 1300000pel
2X6 OR LARGER
HF 2 - Fb =915 pal, Fv =150 psi, Fc -1300 psi, E= 1300000pa1
NEW
4X
DF -L 02 - Fb•900 psi, Fv =180 psi, Fc-1350 psi, E= 1600000ps1
6X OR LARGER
DF -L 2 - Fb•815 psi, Fv•110 psi, Fc-600 pal, E= 1300000ps1
STUDS
'LVL' HAVE THE MINIMUM PROPERTIES:
2X4
HF 2 - Fb =915 pal, Fv =150 pal, FC -1300 pei, E= 1300000pa1
2X6 OR LARGER
HF 2 - Fb•915 pal, Fv•150 psi, Fc-1300 psi, E•1300000psl
POSTS
• USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER
4X4
HF 2 - Fb =915 psi, FV =150 psi, Fc =1300 pei, E= 1300000ps1
4X6 OR LARGER
I-F 2 - Fb =915 psi, FV =150 pal, Fc =1300 pei, E=1300000pal
6X6 OR LARGER
DF -L 01 - Fb•1200 psi, Pv =110 psi, Fc-1000 pal, E= 1600000p.1
WALL 0"TRUCTION/FRAMING (CONTINUED)
PREFABRICATED WOOD TRUSSES:
F
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WE IGHT PLUS LIVE
LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED
t STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS.
NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED
FASTENER (SUCH AS SIMPSON 5TG) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.
ALL PEIRMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS.
ROOFNUALL(FLOOR SHEATHING
TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED.
MINIMUM NAILING SHALL BE 8d COMMON a 6' O.G.. PANEL EDGES AND 12' O.C. IN FIELD UND. ON SHEARWALL
SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE
3/4' T4G RATED (40/10) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6' O.G.
a PANEL EDGES AND WOO. IN FIELD. SPAN INDEX SHALL BE 40/10 UNLESS NOTED OTHERIUISE. STAGGER END LAPS AT ROOF
AND FLOOR SHEATHING.
WALL FLASHING
APPROVED CORROSION- RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR
WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.
THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED
TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORR0510N- RESISTANT
FLASHING$ SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,
EXCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8'
(28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING
CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE
OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME
OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALLPROJEGTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR A55EM5LY
OF WOOD CONSTRUCTION,
6. AT WALL AND ROOF INTERSECTIONS.
1. AT BUILT -IN GUTTERS.
FOUNDATION (C4NTMUHD)
I. BITUMINOUS COATING
2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT
3. �' COAT OF SURFACE 50NDING CEMENT COMPLYING WITH ASTN C 881
4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4062
5. OTHER APPROVED METHODS OR MATERIALS,
EXCEPTION: PAR•YGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS
APPROVED FOR DIRECT APPLICATION TO THE MASONRY.
WATERPROOFING
IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE 501L -WATER CONDITIONS ARE
KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS TWAT RETAIN EARTH OR ENCLOSE INTERIOR'
SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTR4$
TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE
FOLLOWING.
1.2 -PLY HOT MOPPED FELT
2. 55 POUND ROOF ROLLING
3. b -MIL POLYVINYL CHLORIDE
4.6 -MIL POLYETHYLENE
5.40 -MIL POLYMER- MODIFIED ASPHALT
6.60 -MIL FLEXIBLE POLYMER CEMENT
1. I /8' CEMENT- BASED, FIBER- REINIFORCED, WATERPROOF COATING
8. 60 -MIL 50LVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER
EXCEPTION: ORGANIC- SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS,
CHLORINATED HYDROCARBONS,
KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED
POLYSTYRENE FOAM MATERIAL. USE
OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND
PARGING5 TO
SEAL ICF WALLS IS FEIRMITTED. COLD - SETTING ASPHALT OR HOT ASPHALT SHALL
CO` FORM TO TYPE G OF A5TM
D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F.
ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN
ADHESIVE COMPATIBLE WITH THE MEMBRANE.
EXTERIOR DOORS WINDOWS AND SKYLIGHTS
WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
IRATPROOFING NOTES: ALL SKYLIGHTS AND SKY LS TO BE LAMINATED GLASS UNL<E55 NOTED OTHERWISE.
WAL
ALL REQUIRERMENTS OF 2009 UNIFORN F-LUMM51NG CODE WITH WASH STATE AMENDMENTS SECTION R310-EMERGENCY ROOMS SHALL ESCAPE 6 RESCUE OF'INCsS
(UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SLEEPING ROOMS SHALL HAVE ES LEAST ONE
OPERABLE EMERGENCY AND RESCUE OPENING.
SO THAT NO OPENING IS GREATER THAN 1/2' IN THE LEAST DIMENSION. 313.122 $UGH OPENING SHALL OPEN DIRECTLY INTO A
METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT.
ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE THE NET CLEAR OPENING DIMENSIONS REQUIRED BY
BUILDING. 313.123 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, THIS SECTION SHALL BE OBTAINED BY THE NORMAL
FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE OPERATION OF THE EMERGENCY ESCAPE AND
RESCUE OPENING FROM THE INSIDE.
CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE
SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4 TUB WASTE OPENINGS IN AND RESCUE OPENINGS SHALL HAVE A MIN. NET
FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL CLEAR OPENING OF 5.1 SQ. FT.
BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE
SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING A MIN. 5.0 $Q. FT.
GREATER THAN I/2' IN THE LEAST DIMENSION. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR
OP�NIN S H @�4ft�AA B 2 C ES
DRAFTSTOPPMG 4 FIRE BLOCKING
DRAFTSTOPPING
WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING
ASSEMBLEY, DRAFfSTOP5 SHALL BE INSTALLED 60 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED
1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY
EQUAL AREAS. WHERE T14E A86RBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING
SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES:
I. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING.
2. FLOOR FRAMING IS CONSTRUCTED OF TRU55 -TYPE OPEN -WEB OR PERFORATED MEMBF.RS.
DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12
FIREBLOCKING
FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL
AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE
ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS:
I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS:
LI. VERTICALLY AT THE CEILING AND FLOOR LEVELS.
12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH
AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 8302.1
4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF G01- 15USTION.
5. FOR THE FIREBLOGKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.15.
6. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF
DWELLING UNIT 5EPERATION,
HREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 830211.1. L005E -FILL INSULATION
MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM
AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED.
INSULATION AND MOISTURE PROTECTION
GENERAL
MAINTAIN I' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW.
INSULATION BAFFLES TO EXTEND 6' ABOVE BATT INSULATION
INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION
INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS
FACE- STAPLE FACED BATTS
FRICTION -FIT UNFACED BATTS
USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS
R -10 INSULATION UNDER ELECTRIC WATER HEATERS.
MINIMUM OPENING WIDTH: THE MIN NET CLEAR
OPENING WIDTH SHALL BE 20 INCHES.
MAXIMUM SILL HEIGHT: MAX. 44'
IN DWELLING UNITS, WHERE THE OPENING OF AN
OPERABLE WINDOW 15 LOCATED MORE THAN 12'
ABOVE THE FINISHED GRADE OR SURFACE BELOW,
THE LOWEST PART OF THE CLEAR OPENING OF THE
WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE
FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW
IS LOCATED.
SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REOUIRED PER IRC SECTION 83MA
I. SIDE HINGED DOORS
2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES
3. STORM DOORS
DRILLING AND NOTC44NG STUDS.
DRILLING AND NOTCHING STUDS. PER SEC R602b
DRILLING AND NOTCHING OF STUDS SHALL BE M ACCORDANCE WITH
THE FOLLOWING:
NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION
MAY BE CUT OR NOTHHED TO A DEPTH NOT EXCEEDING 25 PERCENT
OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED
TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH.
2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT
THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT
THE HOLE 15 NO MORE THAN s'a INCH (I( w)
OF THE STUD WIDTH, THE EDGE OF
TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME
SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR
BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60
PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE
DOUBLED STUDS BORED. SEE FIGURES Rb02b(I) AND 02b(2).
- EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY
AIRE INSTALLED IN ACCORDANCE WITH T14E MANUFACTURER'S
RECOMMENDATIONS.
DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602b.1
WEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR
WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING
OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,
A GALVANIZED METAL TIE OF NOT LESS THAN 0,054 INCH THICK (131mm) (I6 9a)
AND 11/2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE
AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT
EACH SIDE OF EQUIVALENT. SEE FIGURE R602b.1.
- EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT 15
COVERED BY WOOD STRUCTURAL PANEL SHEATHING.
- • - 3►'�•i3_arla► 1
POSTING OF CERTIFICATE WSEC 1054
A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF
THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE
COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL.
THE CERTIFICATE SHALL LIST THE PREDOMINANT R- VALUES OF
INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION
('SLAB, BASEMENT WALL, CRAWLSPAGE WALL AND /CR FLOOR), AND
DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR
FENESTRATION, AND THE 50LAR HEAT GAIN COEFFICIENT (SHGC) OF
FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH
COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE
LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND
EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING
EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS
SPECIFIED IN SECTION 503.101, AND AIR LEAKAGE RESULTS IF A
BLOUIER DOOR TEST WAS CONDUCTED.
DUCT LEAKAGEEE TESTING: DUCTS SHALL BE LEAK TESTED IN
RATES SSPECIFIED IN 009 USING SEC. 503103 DUCT LEAKAGE
HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION
AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS
PER 503.10.1 WISEC
BUILDING AIR LEAKAGE TESTING 2009 USEC SEC. 50245
TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER
INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE.
WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE
CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF, THE BLOWER
DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE
4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES REQUIRED IN SEC. 105.4.
B. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE
OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE
THE WALKING SURFACE
6. GLAZING GREATER THAN S SF. AND LESS THAN IS' ABOVE FINISHED FLOOR
1. GLAZING IN GUARDRAILS �1�
S. GLAZING LE55 THAN IS' ABOVE FINISHED FLOOR LIGHTING
9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZON -TAL OF WALKING WISEC SECTION 505
SURFACE AND 60' ABOVE ADJACENT WALKING SURFACE
MECHANICAL
HEATING EQUI�ENT
ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND
INSTALLED TO LISTED SPECIFICATIONS.
NO WARTY -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIIGNED TO BE USED
AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY
THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES
AN ELECTRIC HEATING FURNACES.
LIQUEFIED PETROLEUM GAS - BURNING APPLIANCES SHALL NOT BE INOTALLED IN A PIT,
BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT.
APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR
SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS
FOR REMOVAL OF UNBURNED GAS.
HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GIENERATES A GLOW,
SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL E3E INSTALLED WITH
THE PILOTS AND BURNERS OR HEATING ELEMENTS AND 5WITGHIES AT LEAST 18'
ABOVE THE FLOOR LEVEL.
TEMPERATURE CONTROL
THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN
INSULATION MATERIALS EACH DWELLING UNIT SHALL BE PROVIDED WITH AT
INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE LEAST ONE PROGRAMMABLE THERMOSTAT FOR
MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF- CEILING ASSEMBLIES, WALL THE REGULATION OF TEMPERTURE WSEC SEC. 5032.1
ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME - SPREAD INDEX NOT TO VENTILATION
EXCEED 25 WITH AN ACCOMPANYING SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHEN GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION
TESTED IN ACCORDANCE WITH ASTM E 84 SYSTEMS WHICH COMPLY WITH THE SECTION M15085 OF THE 2009
EXCEPTIONS: IRC AND WASHINGTON STATE AMENDMENTS.
MINIMUM SOURCE - SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS
L WHEN SUCH MATERIAL APSE INSTALLED IN CONCEALED SPACES, THE FLAME- SPREAD AND SMOKE- DEVELOPEMENT AND AS OTHERWISE SPECIFIED:
LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING 15 INSTALLED A- BATHROOMS: 50 cfm
IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. B. LAUNDRIES: 50 cfm
GLUED- LAMINATED BEAM (GLB) 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAT APPLIED, COMPLYING C. WATER CLOSETS: 50 cfm
SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE REQUIREMENTS OF IRC 83163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE- DEVELOPED D. KITCHENS: 100 cfm
WITH THE FOLLOWING MINIMUM PROPERTIES: INDEX OF NOT MORE THAN 450. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS
Fb = 2,400 PSI, FV = 165 P51, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. INFILTRATION CONTROL VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING,
MFR'S INSTALLATION IN5TRUCTION5 AND APPLICABLE CODE REQUIREMENTS.
ENGINEERED WOOD BEAMS AND I -JOIST EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY AND ALL 51MILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDIMIG AND AT LEAST
BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST VAPOR BARRIERS / GROUND COVERS 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT.
ICC EVALUATION REPORT.
AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. SEC M15086
y&
BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES:
ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS.
INTEGRATED WHOLE HOUSE VENTILATION SYSYEMS SHALL PROVIDE OUTSIDE AIR AT
Fb = 2,900 P51, FV - 290 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI.
A GROUND COVER OF 6 MIL 100067 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE
SECTION 1-115083. INTEGRATED FORGED -AIR VENTILATION SYSTEMS SHALL
D15TR15UT',
'LVL' HAVE THE MINIMUM PROPERTIES:
LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE
TO EACH HABITABLE ROOM THROUGH THE FORCED AIR SYSTEM DUCTS.
BEAMS DESIGNATED AS SHALL
OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
• USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER
Fb 2,600 PSI, Fv 285 PSI, Fc = 750 PSI (PERPENDICULAR), E - 1,900,000 PSI.
z�
• FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE.
a
BEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES:
FOUNDATION
220 CFM REQUIRED W/ A RUN TIME OF 8 PRS. MIN.
FAN MUST OPERATE AT LEAST ONCE EVERY THREE
Fb • 1,'i00 PSI, Fv = 400 PSI, Fc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI.
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS.
HOURS SO VENTILAATIOR EFFECTIVENESS CAN BE 10
- 8' SMOOTH WALL PIPE
CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS.
WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE PRESSURE
(OPERATION DESCRIPTION BE PROVIDED PER
DEFLECTION SHALL BE FOLLOWS:
TREATED WITH AN APPROVED PRESERVATIVE.
FINAL
SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED
LABELED
MMTED 14
FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM L/240.
FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6' -0' O.C. U.N.C. WITH MIN. 1' EMBEDMENT
METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR U51F STRUCTURAL CONNECTORS
UTILTY ROOM NOTES/MAKE UP AIR:
I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN
REFS
ALL WOOD IN CONTACT WITH CONCRETE 70 BE PRESSURE TREATED. FIELD CUT ENDS , NOTCHES, AND DRILLED HOLES OF
THE BUILDING CONSTRUCTION, THE EQUIVALENT
PRESSURE RE TREATED LUMBEL SHALL EURETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED
SOLUTION
ON '4 PERMANENT LABEL OR TAG. THE LABEL OR TAG
PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST
BE OF HOT- DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER
DUCT CONNECTION
6' MIN. CLEARANCE BETWEEN WOOD AND GRADE.
2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM OPTION
GLAZING
12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE.
SHALL BE PROVIDED WITH MAKE UP AIR WHERE A
OF FLOOR AR
A
18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE.
CLOSET IS DESIGNED FOR THE INSTALLATION OF A
DAMPROOFING
CLOTHES DRYER, AN OPENING HAVING AN AREA OF
13%
EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT
NOT LE55 THAN 100 SQ. INCHES FOR MAKE UP AIR
RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE
SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR II
25%
DAYPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS
MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR
MEANS,
SHALL HAVE NOT LEGS THAN 3/8' PORTLAND CEMENT PARSING APPLIED TO T14E
E EXTERIOR OF
= 00 SQ INCH TRANSFER GRILL PER IMO 5045 III
UNLIMITED
THE WALL. PARTING SHALL BE DAMPROGFED IN AC CORDANC WITH ONE OF THE FOL)_OWIN[s,,,
505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL
LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES.
- EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE
LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE
OPTION IN SECTION 1530.
5052 /5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR
LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR
TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY
LUMINAIRES.
- EXCEPTIONS: U PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT
ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY AIRE
CONTROLLED BY A MOTION SENSOR/5) WITH INTEGR4Lt
PHOTOCONTROL PHOTOSEN50R 2) PERMANENTLY INSTALLED
LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES,
5053 LINEAR FLUORESCENT FXTURES: LINEAR FLUORESCENT FIXTURES
MUST BE FITTED WITH T -8 OR SMALLER LAMP5 (BUT NOT T -10 OR T -12
LAMPS).
STAIRWAY ILLUMINATION PER SEC 303b IRC
ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE
PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS,
INCLUDING THE LANDINGS AND TREADS. INTERIOR
STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH
LANDING OF THE SYAIRWAY,
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE
TOP LANDING OF THE STAIRWAY.
Vow
2 11"
Er
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APR 02 2013
sv:
TO PLAN FOR OPTION SELEC710N*
WASHINGTON STATE ENERGY CODE. TOTAL GLAZING
AREA AS D% OF GRO55 FLOOR AREA = WINDOW AREA/FLOOR AREA•
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1. Contractor or builder
must varily as dimensions
before proceeding with
comtruction.
2. This plan sea designed
to be marketed throughout
many munlcipnhttas. The
compliance must verify
with all local
applicable building codes
where the home is to be
constructed.
3 Purchaser should have
plain reviewed by a IT,
emed builder and truct-
.1 engineer for compff-
ance to specific site con -
ditiom.
4. These plans should not
be altered by other than a
qualifoed designer, archi-
tect r structural engineer.
Plan No:
Date:
2012
N -1
r T
II
I /
I=
— r- - - - - -i - - - - --
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REAR ELVA710N
1/4" =1' -O"
LINE OF OPTIONAL 5 OAR 6ARA&E
4 6ARA&E STORAGE REFER TO SHEET Y -8
. .............
WEATHER RESISTANT
BARRIER OVER
SHEATHING OR SUBSTRATE
FINISH 5IDIN6
GSM TRIM FLASHING WITH
S" MIN. VERTICAL LES
IORIZONTAL WOOD TRIM
HORIZ. TRIM 4T SHM4THINCs/L000D STUDS
N.TS.
F7 ELEVA710N
1/4"=11-0"
12
5.
2x6 EXTERIOR WALL
T /16' PLY OR 055
SHEATHING, TYP.
SIDING PER ELEVATIONS
OVER VAPOR BARRIER,
PRE - FINISHED CONTINUOUS —
SHEETMETAL FLASHING, TYP.
COMP. ROOFING OVER VAPOF
BARRIER ATOP '1/16' PLY OR
OSB SHEATHING, TYP.
TRUSS OR RAFTER PER
ROOF TO LU4LL FL46HINIG DET41L
N.T.S.
CAR 6ARA&E
REFER TO SHEET 1-8
R16ie47 ELEVATION
1/4"=11-0.1
5/4x8 BAND BD.
W/ FLA5HIN6
GABLE END DECO BRACE
COMP ROOF
BOARD 4 BATT -
51DIN6
5/4x8 BAND BD.
W/ FLASHING
514x8 BARGE W/
IX3 RAKE TRIM
. ...............
5 /4x6 WINDOW ,DOOR
4 CORNER TRIM ® FRONT—
5/4x4 CORNER BD'S
STONE VENEER
(ADHERED) —
GRADE TO SLOPE AWAY
FROM FOUNDATION A MIN
OP 6" WITHIN THE FIRST 10'
COPYRIGHT 2010
Landmark Design Inc.
ALL RICA45 SERVED
MASONRY VENEER- GENERAL NOTES
- MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT.
- SDC DI 4 D2 MAXIMUM 4 INCHES THICK 4 MUST
HAVE WALL BRACING.
- NOT OK TO SUPPORT ADDITIONAL LOADS ON
MASONRY VENEER
- MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4
STRUCTURAL FRAME INCLUDING ROOF RAFTERS.
- METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4
VERTICAL SPACING.
- TIES IN 5DC DI 4 D2 MUST SUPPORT NO MORE THAN
2 SQ FT OF WALL AREA (HOOK INTO VENEER
REINFORCEMENT WIRE.
- FLASHING TO EXTERIOR REQUIRED AT ALL
OPENINGS 4 HORIZONTAL TRANSITIONS-
- MINIMUM 3116 INCH WEEPHOLES REQUIRED ABOVE
FLASHING MAXIMUM 33 INCHES ON CENTER
- AIR SPACE MINIMUM I INCH - MAXIMUM 4 1/2 INCHES
BETWEEN SHEATHING 4 VENEER OR MORTAR OR
GROUT FILL OVER WEATHER- RESISTANCE MEMBRANE.
- WATER RESISTANT BARRIER REQUIRED
BEHIND THE EXTERIOR VENEER PER R1032
..............
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FRO' � EL \ / /` 71 ®N HOUSE NUMBERS NT A VISIBLE 4
� �l Y �l LEGIBLE WITH CONTRASTING
BACKGNRGOUND FROM THE STREET
ADDRESS NUMBER SHALL BE MIN.
4' HIGH 4 A MIN. STROKE WIDTH OF
1/2' PER SEC. 8319.1
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1. Contractor or builder
moat verify all dimensiaus
before proceeding with
onetruction.
2. This plan wee designed
to be marketed throughout
many on ipalltiee. The
purchaser must verify
compliance with all local
applicable building code.
where the home is to be
constructed.
3. purchaser should have
peons reviewed by a R.—
eo
vsed builder and struct-
ural engineer for compli-
ance to apeciHC site con-
ditions.
4. These plane should not
be altered by other than a
,unwed designer, arclu-
tect, or structural engineer.
Man No:
L2.2853
Date:
3 -26 -13
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1. Contractor or builder
moat verify all dimensiaus
before proceeding with
onetruction.
2. This plan wee designed
to be marketed throughout
many on ipalltiee. The
purchaser must verify
compliance with all local
applicable building code.
where the home is to be
constructed.
3. purchaser should have
peons reviewed by a R.—
eo
vsed builder and struct-
ural engineer for compli-
ance to apeciHC site con-
ditions.
4. These plane should not
be altered by other than a
,unwed designer, arclu-
tect, or structural engineer.
Man No:
L2.2853
Date:
3 -26 -13
H
Ii
4' MN
2' MN I
� K A , 0 0 0
n
R
LOFT
a' GLG.
12X STUD WALL
\
/ COMO WALL
UPPER FLOOR:
2 -1/4' 0 X 5' LAG SCREWS
UFP R FLOOR PLAN
w STUD WALL
T07AL:
2 -3/8' (P X 5' BOLTS
SARAISE:
W/ SIMPSON VGG ADHESIVE
FRONT PORCH:
• CONIC WALL
Q1
16 GA STEEL STRAPPING
U-TILTY ROOM NOTES/MAKE UP AIR:
AROUND WATER HEATER
x
WITHIN THE UPPER t LOWER
I. UNERE THE EXHAUST DUCT IS CONCEALED WITHIN
ONE-THIRD OF THE CON CON
t A MIN. OF 4' FROM CONTROLS
THE BUILDING CONSTRICTION, THE (EQUIVALENT
GARAGE
LENGHT OF THE EXHAUST DUCT SWdLL BE IDENTIFIED
HOLD WATER HEATER
ON A PERMANENT LABEL OR TAG.'T14E LABEL OR TAG
TIGHT TO GWB w BACK
�TLBELOCATED WITHIN b FEET OF THE EXHAUST
'X' ON CEILINGS.
I
FLEXIBLE WATER CONNECTIONS
2. INSTALLATIONS EXHAUSTING MORE THAN 200 CAN
SHALL BE PROVIDED WITH MAKE UJP AIR WHERE A
2X4 LEDGER
PRESSURE TREATED
CL05ET 15 DE5IGNED FOR THE INS'TALLATION OF A
• CONIC WALL
CLOTHES DRYER AN OPENNG HAVING AN AREA OF
0S0
NOT LE56 THAN 100 5Q. INCHES FO42 MAKE UP AIR
16 GA STEEL STRAPPING
SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR
AROUND WATER HEATER
T
WITHIN THE UPPER t LOWER
MAKE UP AIR SHALL BE PROVIDEID BY OTHER APFR
ONE-THIRD OF THE APPL.
MEANS.
t A MIN. of 4• FROM CONTROLS
® 100 SQ INCH TRANSFER GiRILL PER IMC 504.5
FLEXIBLE GAS CONNECTION
ANCHOR WH TO BASE -
BASE TO FLOOR
NO SCALE
v
m
m 9
.n
9
S
a�
m
4'-0' ,. 4' -0' T -3• ..
1 11
r META FIREPLACE COVER D
I INSTAL PER MFR POR H
I I SPEC PROVIDE CONIC
L . I{ SQ. IN OUTSIDE AI
D.V.
/6x5/ FX 5/0X5 VV XO 2/&x6/0 FX
BUILT -1N
I I
GREAT ROOM
9' GLG.
METAL FIREPLACE
INSTALL PER MFR
SPECS. PROVIDE 6'
5Q. IN- OUTSIDE AIR
D.V.
I I
I I
I�
1`O T.
-L _J BUILT -IN
3' -II }' 3' -0'
8 q H
� C
v I6 R
' 36' GUARD RAIL
PER LR.C. TYP.
14
m ENTRY i
OPEN TO
ABOVE
0
a�
.0
v
LANDING AT 'EXIT' DOOR
NOT TO BE LOWER THAN
1.5 INCHES FROM TOP OF
THRESHOLD. (83113.1)
l\xK1
SG
5._6.
\ �I
I. 2' -3'
T._3.
XOX
DINING ROOM
9' GLG.
DWI
\
m
UPPER FLOOR:
1522 50. FT.
HWH NOTES (DETAIL THIS 544T.)
- PROVIDE EXPANSION TANK
KIT HEN
T07AL:
X
SARAISE:
- TPRV TO TERMINATE TO OUTSIDE
FRONT PORCH:
- PILOT 4 CONTROLS
Q1
TO BE 18' MIN.
SINK
w
O
x
- PER ASH RAE
B
Rt0
GARAGE
OF FLOOR AAA
W/ MICRO
ovEPoIEAD
STRUCTURAL
ABOVE
'X' ON CEILINGS.
WRAP ALL EXPOSED P05T5
100
AND BEAMS IN 1/2' GWB
OGS O
01
NO DUCT OPENINGS
EF
N GARAGE.
0S0
4--0- T-a.
Ol
WALL COMMON TO HOU5E,
\i 7� r 6
110V � � GL
I
I I
L J
UER a
OR
20 MIN. RATED
m
UPPER FLOOR:
1522 50. FT.
HWH NOTES (DETAIL THIS 544T.)
- PROVIDE EXPANSION TANK
465 50. PT.
T07AL:
- PROVIDE SEISMIC STRAPPING
SARAISE:
- TPRV TO TERMINATE TO OUTSIDE
FRONT PORCH:
- PILOT 4 CONTROLS
Q1
TO BE 18' MIN.
COPYRIGHT 2010
Landmark Design Inc.
OFF FLOOR
S
- PER ASH RAE
90 -A -80
d
GARAGE
OF FLOOR AAA
USE 1/2' GWB ON ALL WARM AND
ovEPoIEAD
STRUCTURAL
WALLS. (1) LAYER 5/8' TYPE
'X' ON CEILINGS.
WRAP ALL EXPOSED P05T5
AND BEAMS IN 1/2' GWB
01
NO DUCT OPENINGS
13%
N GARAGE.
0S0
DUCTS THROUGH GLG OR
«R -36
WALL COMMON TO HOU5E,
X21
MIN. 26 GAGE STEEL.
R -10
R -30
16/0 x 8/0 O.H. DOOR 16• -3' RO.
9._6. g._6.
MAIN 7-LOOR FLAN
s
m
m
BLUE 18 AWG TRACER
WIRE REQUIRED AT NON-
METAL WATER SERVICE
PIPING FeER UPC 60413,
1/4" =1' -O"
MAIN FLOOR:
1065 50. FT.
UPPER FLOOR:
1522 50. FT.
UPPER ATTIC:
465 50. PT.
T07AL:
2855 50. FT.
SARAISE:
5ci 1 50. PT.
FRONT PORCH:
77 50. PT.
REAR PORCH:
IOc-I 50. FT.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
GENERAL NOTES:
L ALL WORK TO BE IN CONFORMANCE WITH 2009 IRC.
2. VENT ALL EXHAUST FANS, DRYER VENT5 AND
RANGES TO OUTSIDES.
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVID1E*I E�LOCKING AT ALL PLUMBING AND
MECHANICAL PENETRATIONS.
ALL,.( OWER WALLS TO BE WATERPROOF TO
MINI ` 72' ABOVE DRAIN.
6 H R TO BE LIMIT Dp\\�\\\O� MAXIMUM 2S G.P.M. FLOW.
1 L LAZING WITI-II 60' ABOVE DRAIN INLET TO
SAF yELAS .
-AL, ,GLATIN VTHIN 24' OF DOOR OR WITHIN 18'
OOR TO BE SAFETY GLA55
S. SMOKE DETECTORS TO BE INSTALLED PER SEC 83143
IN THE FOLLOWING LOCATONS: IN EACH SLEEPING ROOMS,
OUTSIDE EACH SEPERATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS.
ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BASEMENTS AND HABITAL ATTICS.
ALARMS TO BE INTERCONNECTED IN SUCH A MANNER
THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF
TDDDSSSEE""".,ALARMS IN THE INDIVIDUAL UNIT.
taXCJI =SMOKE ALARM - CARBON MONOXIDE COMBO.
10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 315.1
AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS.
PER 2009 IRC t WA. STATE AMENDMENTS SEC 83151
11. INSULATE ALL WATER PIPES PER UPC SEC 313b
MINIMUM R -3 INSULATION
12. FLEX GAS PIPING IS TO BE PROTECTED PER G24155.
PIPING SHALL BE PROTECTED W/ No 16 GAGE STL. SHIELD PLATES
PLATES SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER
15 NOTCHED OR BORED AND SHALL EXTEND A MIN. OF 4' ABOVE
SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD,
J015T OR RAFTER
13. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL
BE WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES
14. WHOLE HOUSE VENTILATION 24 HR
TIME READILY ACCESSIBLE t
WITH LABEL AFFIXED TO CONTROL
THAT READS 'WHOLE HOUSE VENTILATION'
(SEE OPERATING INSTRUCTIONS)
4'0 SGHED. 40 STL.
4- 3/8'X3' ANCHOR B
(SIMPSON TITAN HD C
4' CONCRETE SLAB
SIDE VIEW
9IMPSON TITAN 140 OR E07 8•
3/16
tt1/2•xa•xa a 1•
TOP VIEW
VEHICLE IMPACT BARRIER DETAIL
I
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ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST
WASHINGTON STATE ENERGY CODE. TOTAL GLAZING
AREA AS L% Of GROSS FLOOR AREA = 369 SF/2853= 12.939.
OPTION
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1. Contractor or builder
must verity as dimensions
before proceeding with
construction.
2. This plan was des1gned
In be marketed througbout
many municipelities. The
purcbaser must reedy
compliance with ell loco]
applicable with codes
,,here the home is to be
constructed-
3. Pureheaer should hove
plena reviewed by a lic-
ensed builder end struct-
urel engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other then e
qualified designer, nrchi-
tsok or structural engineer
Plan No:
L2 -2853
Date:
3 -2C -13
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must verity as dimensions
before proceeding with
construction.
2. This plan was des1gned
In be marketed througbout
many municipelities. The
purcbaser must reedy
compliance with ell loco]
applicable with codes
,,here the home is to be
constructed-
3. Pureheaer should hove
plena reviewed by a lic-
ensed builder end struct-
urel engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other then e
qualified designer, nrchi-
tsok or structural engineer
Plan No:
L2 -2853
Date:
3 -2C -13
0!
A77I G Fl.® ®R FRAMING PLAN
1 /4" =1' -O"
I DBL. TOP PLATE
t -10 R161D INSULATION
I EXTERIOR SIDE OF MALL
SHADED AREA)
3X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
H A�ERA NBULATI ®N SETA I L
NTS
LSTA30 - HDR i SILL
TO 3x BLOCKING:
(TYP. 2 PLACES)
6X6 PT POST W,
ECCQ CAF
®J I V16.v I x,/4,/1\ 1 I \>R1-11 IXi%.� I IN (TYP OF 2)
/4. =1' -O"
FRAMING NOTES_
L ALL MULTIPLE JOISTS OR BEAM5 MUST BE BOTH
GLUED AND NAILED W/ IgrJ NAILS ® 24' O.C.
NAILED TOP t BOTTOM STAGGERED EA SIDE.
2. ALL HEADER'S TO BE 4)xa DF e2 UNLESS NOTED
WEl+DERAT EXTERIOR WALLS 1 WARM WALLS TO
BE INSULATED W/ R -10 ARIGID INSULATION
3. SOLID BLOCK BENEATIN ALL POINT LOADS FROM
ABOVE.
4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR
JOISTS WITH SPANS GWATER THAN 10' -0'.
5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY
AT EACH AND AT EACH[ SUPPORT BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
S. ® INDICATES POINT LOAD FROM ABOVE.
1. • MSTC 40 STRAPS PER STRUCTURAL
UNLESS NOTED OTHERWISE
g, a REFER TO SWIRAR WALL SCHED.
FOUNDATION NOTES:
1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED
SOIL.
2. ALL WOOD IN CONTACT WITH GONGRETE TO BE
PRESSURE TREATED.
3, ALL BEAMS TO BE 4x10 DFL'2 ON 4x4
POSTS (4x6 AT SPLICES) ON 24' DIA.
x S' CONC. PADS UNLESS NOTED
OTHERWISE.
4. ALL POSTS TO BE ANCHORED AGAINST
LATERAL MOVEMENT.
5. SOLID BLOCK AT ALL POINT LOADS
FROM ABOVE.
b. FLOOR JOISTS SHOULD BE SUPPORTED
LATERALLY AT EACH END AND AT
EACH SUPPORT, BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
2x4
gr,11011731
1. PROVIDE MINIMUM 16' -24' CRAWL
ACCESS.
• CRAWL ACCESS HATCHES OR DOORS SHALL
BE WEATHERSTRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SUfaACES
S. PROVIDE CRAWL SPACE VENTILATION
PER IRC.
• 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. ® INDICATES POINT LOAD FROM ABOVE
II. INDICATES 'SIMPSON' HOLDODUN
12. aSEE SHEARWALL SCHEDULE FOR
ANCHOR BOLT SIZE t SPACING.
SHT 510
F--O'UNr;)A7I ®N PLAN
STHD EDGE DISTANCE 1 -1/2' MIN
BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE.
12' MINIMUM AWAY FROM HOLDOWNS
COPYRIGHT 2010 VENT ILATION
Landmark Design Inc. CRAWL SPACE VENTILATION
ALL RIGHTS RESERVED USE 3' x 3' x I/4' TOTAL NET FREE AREA
REQ'D 10631150 a 1.08 50. F'
GALVANIZED STEEL PROVIDE SCREENED VENTS
ANCHOR BOL
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2. This plan wee desienea
to be marketed thro ughout
men, mnnicipeaties. The
purchaser must verity
compliance with ell local
eppllceble bvildtng codas
where the home ie to be
coustructed.
3. Puroheser should have
piaus reviewed by a lic-
eused builder and atruct-
oral engineer for compli-
ance to epeciftc R. con-
dition.
4. Thee plane .hould not
be altered by other than e
L—I. ed designer, archi-
tect. or structure] engineer
Plan No:
L2 -2853
Date:
3- 2G. -13
J�
VENTILATION GALCULATIONS E REQUIREMENTS
AT LEAST 50% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATIED
ROOF SPACE (MIN 3' ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE OF REQUIRED VENTILATION
PROVIDED BY EAVE VENTING.
PER IRC 806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FOR WHERE CEILINGS ARE APPLIED
DIRECTLY TO THE IANDER5IDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION OF EACH SEPERATE
SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW.
VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH t'e' MIN. 4 14' MAX,
OPENINGS.
IF EAVE VENTS ARE INSTALLED INSULATION SHALL NOT OBSTRUCT THE FREE FLOW OF AIR (MIN I' SPACE
BETWEEN INSULATION AND ROOF SHEATHING a VENT LOCATION.
BAFFLING OF THE VENT OPENINGS SHALL BE INSTALLED. BAFFLES SHALL BE RIGID AND WND- DRIVEN
MOISTURE RESISTANT. IF FEASIBLE BAFFLES SHOULD BE INSTALLED FROM THE TOP OF THE OUTSIDE OF THE
EXTERIOR WALL, EXTENDING INWARD, TO A POINT (V VERTICALLY ABOVE THE HEIGHT OF NON- COMPREftED
INSULATION, 4 12' VERTICALLY ABOVE LOOSE FILL INSULATION.
(ALL CALCULATIONS WILL BE NET FREE AREA)
UPPER ROOF:
1,465 SQ FT. OF ATTIC AREA/300 =4.88 SQ FT
OF VENTILATION REQUIRED (103 SQ INCHES)
HIGH VENT . 3515 Sq. In. (8 VENTS)
LOW VENT . 3515 Sq. In.
�_ 515 *0ii
181 8Q. FT. OF ATTIC AREA/300. b0 SQ FT.
OF VENTILATION REQUIRED (89 SQ NCHES)
HIGH VENT • 445 Sq. In (I VENT) A
LOW VENT . 445 Sq. In.
4X12
4X6 PT POST
EPC C,
C
TRUSSES
V O.C.
LSTA30 - HDR 4 SILL
TO 3x BLOCKING.
8
S2ID
�4) 2x6
_ DF TOP PLATE
a GIRDER TRUSS
APPLIANCE IN ATTIC NOTES:
PER 2009 IMC 3063 4 2009 IRC M1305.13
L ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED
WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS-
AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE
LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND
22' WIDE AND NOT LONGER THAN 20' LONG MEASURED
ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE
OPENING TO THE APPLIANCE.
THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID
FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE
AT LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG
ALL SIDES OF THE AF'PLIANCE WHERE ACCESS 15 REQUIRED.
2. PROVIDE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED
AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE
OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE.
3. PROVIDE 2X12 PLATFORM W/ 2- LAYERS 3/4' PLYWOOD ATOP BOTTOM
CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES.
USE R45 INSULATION UNDER PLATFORM.
N LAYER OF R -36 HIGH DENSITY (10 1/4') 4 1 LAYER R -11 (3 1/2')
4. NO AIR CONDITIONING TO BE INSTALLED AT ATTIC.
5. PROVIDE GALVANIZED MTL. DRAIN PAN WITH WET SWITCH.
PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR
FOR DRAINAGE.
MECHANICAL PLATFOIRM
BUILT INTO MPG. TRUSSES
"$ ? �� SEE TRUSS SPECS FOR D
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8
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ROOF FRAM NCB PLAN
1/4 "= I' -O"
e
- 2X12 LADDER FRAME
a 24' O.G.
ABOVE STAIRWAY
(SEE SECTION DETAIL A -1)
—1
2X4 CEILING JOIST
a CLOSET
4) 2x6
DF TOP PLATE
® GIRDER TRUSS
.n
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t -10 R161D INSULATION
EXTERIOR SIDE OP MALL
SHADED AREA)
;X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
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SLOPED CEILING WOOD CAP 1
25 -II} 4' -0}'
ROOF FRAMING NOTES:
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ALL HEADERS TO BE 4x8 DF •2 UNLESS
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BE INSULATED W) 11-10 RIGID INSULATION
ALL OTHER TRUSSES:
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SHALL CARRY MANUFACTURERS STAMP.
j
• SHALL HAVE DESIGN DETAILS AND SPEC -
X
IFICATION5 ON 51TE 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
x
x
THE BUILDING DEPARTMENT.
4.
PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER
IRC SEC 801.1
•
ACCESS HATCHES OR
DOORS SHALL
m
BE WrATWERSTRIPPED
AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES
5.
PROVIDE ATTIC VENTILATION PER IRC SECTION
8806. ALL FRAMING TO COMPLY WITH IRC SECTION 8602.
NAIL SIZE AND SPACING TO CaFORM TO IRC SECTION
8602, TABLE R6023.
25 -II} 4' -0}'
6, a REFER TO SHEAR WALL SCI4ED. UFPER AT7I ( � F ROOM 5�00R FLAN
1 /4"= 1' -O"
(TYP OF
NOTE- - BEARING OR EXTERIOR WALL
ATTIC VENTILATION FASTENERS FOR TREATED NOTCH 25 %, BORING 40 %.
PER IRO SECTION R806Z THE NET FREE VENT AREA WOOD TO BE HOT - DIPPED - 60% 50RIHG IF DOUBLED 4
SHALL BE 1/300 OF THE AREA TO BE VENTED, GALVANIZED, STAINLESS LESS OR EQUAL SUCCESSIVE STUDS.
WITH 50% OF REQUIRED VENT AREA TO BE STEEL, SILICONE, BRONZE - NON - BEARING MAXIMUM NOTCH
LOCATED MIN. 3' ABOVE EAVE VENTS. THE OR COPPER 40 %, BORINIG 60 %.
PROVIDED Or AT EREAVES D VENT AREA TO BE - HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIC T6 RESERVED
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(TYP OF
NOTE- - BEARING OR EXTERIOR WALL
ATTIC VENTILATION FASTENERS FOR TREATED NOTCH 25 %, BORING 40 %.
PER IRO SECTION R806Z THE NET FREE VENT AREA WOOD TO BE HOT - DIPPED - 60% 50RIHG IF DOUBLED 4
SHALL BE 1/300 OF THE AREA TO BE VENTED, GALVANIZED, STAINLESS LESS OR EQUAL SUCCESSIVE STUDS.
WITH 50% OF REQUIRED VENT AREA TO BE STEEL, SILICONE, BRONZE - NON - BEARING MAXIMUM NOTCH
LOCATED MIN. 3' ABOVE EAVE VENTS. THE OR COPPER 40 %, BORINIG 60 %.
PROVIDED Or AT EREAVES D VENT AREA TO BE - HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
COPYRIGHT 2010
Landmark Design Inc.
ALL RIC T6 RESERVED
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1. Contractor or builder
mmt verify ell lbnemlore
before proceeding with
comtrmtion
2. This plan wm deeigued
to bs marketed thro ughout
men, municipalities. The
purchaser mmt verify
compliance with ell local
appncable buildivg cedes
where the home is to be
comtructed.
& Purchaser should have
plam reviewed by a He-
emed builder end struct-
ural engineer for cumph-
ance to apecinc Bite con -
diuom.
4. These plam ah.Nd not
the
be altered by or then
qualify d designer, ercbi-
teot, r structural engimer.
Plan No:
L2 -2853
Date:
3 -26 -13
4
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before proceeding with
comtrmtion
2. This plan wm deeigued
to bs marketed thro ughout
men, municipalities. The
purchaser mmt verify
compliance with ell local
appncable buildivg cedes
where the home is to be
comtructed.
& Purchaser should have
plam reviewed by a He-
emed builder end struct-
ural engineer for cumph-
ance to apecinc Bite con -
diuom.
4. These plam ah.Nd not
the
be altered by or then
qualify d designer, ercbi-
teot, r structural engimer.
Plan No:
L2 -2853
Date:
3 -26 -13
4
STAIR NOTES:
• STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
BOTTOM.
• ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR
CONSTRUCTION.
• MAXIMUM RISE TO BE 7 -3/4'.
' MINIMUM RUN TO BE 10'.
' MINIMUM HEAD HEIGHT TO BE 6' -8'.
• MINIIMUM 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 MINIMUM 36'
HIGH W/ CLEAR SPACE
• HANDGRIP PORTION OF HANDRAIL SHALL BE
NOT LESS 1 1/4' NOR MORE THAN 2- IN
CROSS SECTIONAL OM.
•WINDING STAIRS
PER CURRENT I.B.C.
• SPIRAL STAIRS
PRONDE MIN 7 1/2' RUN a A POINT 12'
FROM WHERE TREAD IS NARROWEST
PER CURRENT I.B.C.
4 MII1 EI
4 c ALL R1011lnly GLLAEIDRAILO TO BE 36•
nN M IEGHf.
OPlNRY�B RG1e IT-R rR, rIlAE�OON
TI¢ BID!B Q STAIR TfE.aDO b1GLL NOT
Al I M A BFEEB 44M &(b lTO PASS VGH.
M11• n!1 -I4' nAX G�
6' BRIErE UIPLLE
TO PAIR T11paGH C'111RY•
!FLOC IrAIR MBTALL l
Cf10. cEILNG. ANO uW10
l3)] %O BTRRl3lRB
111E BLMKIL -. MD -zn Ym
NBTD YIiLL04OG AID NLI1E
WTI B}wayt}y F diEA MLER
TNpLOT BLOOC BTAFB MMFNWFD
INTERIOR
CCMT. HANDRAIL
ABOVE TREAD NOSIWK
PICKETS PER IRC 312J
ON OPEN SIDE
3 -2X12 P.T. STRINGERS
`HL 35 ACLE &J-PORT EXTERIOR
NO SCALE
T TYPICAL STAIR DETAIL AND NOTES
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EAVES WITHIN 5' -0' OF PROPERTY LINE
PER IRC 302 4 TABLE R302.1
ATTIC VENTILATION
PER IRIG SECTION 88062, THE NET FREE VENT AREA
SHALL BE 1/300 OF THE AREA TO BE VENTED,
WITH 50)% OF REQUIRED VENT AREA TO BE
LOCATEED MIN. 3' ABOVE EAVE VENTS. THE
BALANr-E OF REQUIRED VENT AREA TO BE
PROVIE'DED AT EAVES
GARAGE
FOR
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 2596, BORING 40 %.
- 60% BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE 6TUE:)5,
- NON - BEARING MAXIMUM NOTCH
40 %, BORING 60 %.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
12
7
LOFT
AF50 ROOF VENTS (50 60. IN- NET FREE AREA)
EVERY 3RD TRJ55 BAY
SOLID TIGHT FITTING
TRUSS BLOCKING
FASCIA BOARD
2. STUDS PER PLAN
1/I6' SHEATHING
SIDING PER PLAN
SEE
ATTIC
BATH
(2) 2X4 2x Tor le iGITGHEN
(2) X4
2x4 STUD
I6' O.C.
2x4 BOT.
' 6 MIL VISQUEEN VAPOR
GRAWLSPAGE BARRIER THROUGHOUT
CRAWLSPACE.
L J LAP SPLICES 12' MIN.
IN 36'
AF50 ROOF VENTS (50 6O. N. NET FREE AREA)
EVERY 3RD TRUSS BAY
SOLID TIGHT FITTING
TRUSS BLOCKING
2X8 FIRE RESISTIVE TREATED
FASCIA BOARD
GENOUC
/
DECK
I' PT RISERS
JOISTS PER PLAN
DEL JOT
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TREADS
W212
TO STRN*E
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AT EA STRINGER
3 -2X12 P.T. STRINGERS
`HL 35 ACLE &J-PORT EXTERIOR
NO SCALE
T TYPICAL STAIR DETAIL AND NOTES
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EAVES WITHIN 5' -0' OF PROPERTY LINE
PER IRC 302 4 TABLE R302.1
ATTIC VENTILATION
PER IRIG SECTION 88062, THE NET FREE VENT AREA
SHALL BE 1/300 OF THE AREA TO BE VENTED,
WITH 50)% OF REQUIRED VENT AREA TO BE
LOCATEED MIN. 3' ABOVE EAVE VENTS. THE
BALANr-E OF REQUIRED VENT AREA TO BE
PROVIE'DED AT EAVES
GARAGE
FOR
STUD NOTCHING
AND BORING
- BEARING OR EXTERIOR WALL
NOTCH 2596, BORING 40 %.
- 60% BORING IF DOUBLED 4
LESS OR EQUAL SUCCESSIVE 6TUE:)5,
- NON - BEARING MAXIMUM NOTCH
40 %, BORING 60 %.
- HOLES NO CLOSER THAN 5/8
INCH TO FACE OF STUD.
12
7
LOFT
AF50 ROOF VENTS (50 60. IN- NET FREE AREA)
EVERY 3RD TRJ55 BAY
SOLID TIGHT FITTING
TRUSS BLOCKING
FASCIA BOARD
2. STUDS PER PLAN
1/I6' SHEATHING
SIDING PER PLAN
SEE
ATTIC
BATH
(2) 2X4 2x Tor le iGITGHEN
(2) X4
2x4 STUD
I6' O.C.
2x4 BOT.
' 6 MIL VISQUEEN VAPOR
GRAWLSPAGE BARRIER THROUGHOUT
CRAWLSPACE.
L J LAP SPLICES 12' MIN.
IN 36'
AF50 ROOF VENTS (50 6O. N. NET FREE AREA)
EVERY 3RD TRUSS BAY
SOLID TIGHT FITTING
TRUSS BLOCKING
2X8 FIRE RESISTIVE TREATED
FASCIA BOARD
GENOUC
IHoun
aE
EAVES 4 WALL WITHIN OF
PER IRC 302 4 TABLE R?02.1
2. STUDS PER PLAN
SIDING PER PLAN
5/e' 6HEETROCK
FIRE BLOCKING AND DRAFTSTOPPING
PER SEC. 302.11
I. IN,#r-QftALED SPACES OF STUD
\ \\\fills OF STUDS OR STAGGERED STUDS,
AS FOLLOWS:
ROOF`I BE 5e IN COMPOSITION A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS
SHINC¢LE 15e LT B. HORIZONTALLY AT INTERVALS NOT EXCEEDING
SHEAITHI B rf�24/0 PLYWOOD 10' -0'
ALL ROOF 'HINGS TO BE MIN. 26 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED
GAUGE G VANIZED STEEL. 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
7 STAIRS SHALL COMPLY WITH SEC. R3021
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RE51ST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
2x SCREENED EAVE
VENT BLOCKS W/(3)
R -4`1 INSULATION 11/2' HOLES EACH -
PROVIDE APPROVED
I INSULATION BAFFLE
TO ENSURE I'MIN.
-- AIR SPACE.
UTILITY I MA5TER
BATH
FLOOR CONSTRUCTION:
3/4' T4G PLYWOOD 5U5-FLR
GLUED 4 NAILED TO
(SEE FRAMING PLAN FOR
SIZE AND SPACING) --\
COPYRIGHT 2010
Landmark Design Inc.
ALL RIGHTS RESERVED
TYPICAL. EXTERIOR WALL
(2) 2x6 TOP tE
2x6 STUDS *a 16' O.C.
1/2' 5HT'G (APA RATED 24/0)
WATER PROOF BARRIER
EXTERIOR SIDING
PER ELEVATION
R -21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
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1. Contractor or builder
must verify ell dimeaeiom
before proceeding with
OnstrnetLOIl
2 This pleu wns deeigned
mbe uurketed tbrougbout
any muvimipalitiee. The
purchaser most verity
comphence with all ]ocel
e
pplicable building cades
chere the home is to be
onstructed.
3. Purchaeer ahouil Ave
pl. reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con -
ditlone.
4. These plena should not
be altered by other tban e
quelffied designer, archi-
tect or structural eugieeer.
Plea No:
L2 -2853
Date:
3 -26 -13
61
CONCRETE SILL
w/ DRIP EDGE
MINIMALLY EXPANDING THROUGH WALL FLASHING
POLYURETHANE FOAM OR
APPROVED CAULK
(AROUND WINDOW RSO) TYPICAL WALL
MASONRY VENEER
I- AIR SPACE
WRAPTYVEKs INTO TYVEK
OPENING & TAPE TO J2�x�; �JDO�IS{EATHING
SILL (ESP. @ CORNERS) w/ R 21 BATT INSULATION
USING TYVEK FLEXWRAP 1/2" GYPSUM BOARD
TYPICAL WALL
FINISH COAT
BROWN COAT
SCRATCH COAT
WIRE IATH
WEATHER RESISTANT BARRIER
TYVEK STUCCOWRAP
PLYWOOD SHEATHING
2 "xfi' WOOD STUDS
W R -21 BATT INSULATION
1/2" GYPSUM BOARD
TYPICAL WALL
WOOD SIDING
TYPICAL WALL
IINIG
'EIK
FLOOR / WALL INTERFACE DETAIL
PROVIDE WOOD
BLOCKING &
MINIMALLY EXPANDING
POLYURETHANE FOAM
OR APPROVED CAULKING
AROUND
PENETRATION
EXHAUST VENTM)
TO PENETRATION)
IvA1lq:l
� 1WALL PENETRATION DETAIL
TYPICAL WALL
WOOD SIDING
WOOD SHEATHING
TYVEK
LAP AND TAPE TYVEK
(1 TYPICAL WALL ISOMETRIC
12
7
I�
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II
'ME FRAMING
I'VE STAIR
FLOOR LINE E
TYPICAL WALL
WOOD SIDING
WOOD SHEATHING
< PARGING & DRAINAGE LAYER
CONCRETE FOUNDATION WALL
r-1 BASE OF WALL DEtIAIL
'ATTIG'
SPACE
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CAULK METAL DRIP EDGE
FOUNDATION WALL
iI
d
TO CONCRETE FOUNDATION WALL
0.
SASE
OF
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DETAIL
TYPICAL WALL
WOOD SIDING
TYPICAL WALL
IINIG
'EIK
FLOOR / WALL INTERFACE DETAIL
PROVIDE WOOD
BLOCKING &
MINIMALLY EXPANDING
POLYURETHANE FOAM
OR APPROVED CAULKING
AROUND
PENETRATION
EXHAUST VENTM)
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TYPICAL WALL
WOOD SIDING
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12
7
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FLOOR LINE E
TYPICAL WALL
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CONCRETE FOUNDATION WALL
r-1 BASE OF WALL DEtIAIL
'ATTIG'
SPACE
-
DOUBLE
JOIST
TYPICAL WALL
WOOD SIDING
WOOD SHEATHING
& TAPE TYVEK.
LAp,ANDTAPETYVEK ATJOINTS
Upp'ER SHEET OVER LOWER SHEET)
—
TYPICAL WALL
'LE VAPOR RETARDER BETWEEN JOISTS
TO UNDERSIDE OF FLOOR SHEATHING
CANTIILSVERED FLOOR DETAIL
ATTIC VENTILATION
PER IRC SECTION 88062, THE NET FREE VENT AREA
SHALL BE 1/300 OF THE AREA TO BE VENTED,
WITH 50% OF REQUIRED VENT AREA TO BE
LOCATED MIN. 3' ABOVE EAVE VENTS. THE
BALANCE OF REQUIRED VENT AREA TO BE \
PROVIDED AT EAVES
ROOFING 7f0 BE\ e INP'IPOSITION
SHINGLE UVITH 15 *,
SHEATHINGr TO .. %2' 24/0 PLYWOOD
ALL ROOF FLA5HINGS TO BE MIN. 26
GAUGE GALVANIZED STEEL.
7
FURR OUT TO 12'
FOR R -38 HIGH
DENSITY INSULATION
(EACH SIDE OF ROOM)
�J BATH UTILITY M5AS Tl ER
MINIMALLY EXPANDING INSTALLTYVEK FLEXWRAP J FLOOR CONSTRUCTION H -
POLVURETHANE FOAM OR OVER MOUNTING FLANGE. LAP \
APPROVED CAULKING TYVEK BTAPE JOINTS. 3/4' T4G PLYWOOD SUB -IFLR
(AROUND WINDOW RSO) GLUED 4 NAILED TO _
WINDOW WITH (SEE FRAMING PLAN FOR!
INTEGRAL MOUNTIN SIZE AND SPACING)
FLANGE
WINDOW HEAD DETAIL
TYP. INT.
11 L = DE 2) 2x4 TOP E KITCHEN INING
2' GWB
2x4 STU ® ROOM
I6' O.G.
WINDOW WITH j 2x4 BOT. E:
INTEGRAL MOUNTING
FLANGE CAULKING II FLOOR CONSTRUCTION:
MINIMALLY EXPANDING TYPICALWALL 3/4' TAG PLYWOOD SUB -FLR
POLYURETHANE FOAM OR WOOD SIDING GLUED 4 NAILED TO
APPROVED CAULK W16 SHEATHING HI
(AROUND WINDOW RSO) TYVEK HOG (SEE FRAMING PLAN FOR R- O IN ULATION
]l16"OSBSHEWRAP SIZE AND SPACING
2"x6 WOODSTUDS
WRAP TYVEK w/ R 21 BATT INSULATION
VAPOR RETARDER O(j
12" GYPSUM BOARD
LAP &TAPE TYVEK IL 6 MIL VISQUEEN VAPOR
o GRAWLSPAGE BARRIER THROUGHOUT
.._ ____ - r- LAP SPLICES ES 12' MIN.
FASTENER J _ _ r ( J
FASTEN TYVEK FLEXWRAP �-- / -
CORNER USING MECHANICAL
INSTALLTYVEK FLEXWRAP -
AROUND PERIMETER OF OPENING
WINDOW SILL DETAIL
5u 1 L:;) 1 N6 BEC710N A
UPPER ATTIC STAIR
COPYRIGHT 2010
Landmark Design Inca
ALL RIGHTS RESERVED
FIRE
SPACES OF STUD
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 INTERCONNECTIONS 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. 8302 -T
4- AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
2x SCREENED EAVE
VENT BLOCKS W /(3)
Ilir' HOLES EACH -
PROVIDE APPROVED
INSULATION BA
TO ENSURE I' F
AIR SPACE.
TYPICAL EXTERIOR WALL
(2) 2x6 TOP IE
2x6 STUDS m 16' O.C.
1/2' SHT'G (APA RATED 2
WATER PROOF BARRIER
EXTERIOR SIDING
PER ELEVATION
R -21 INSULATION W/ CONT
VAPOR BARRIER
(WARM SIDE)
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.
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MING PLA
DOUBLE
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TYPICAL WALL
WOOD SIDING
WOOD SHEATHING
& TAPE TYVEK.
LAp,ANDTAPETYVEK ATJOINTS
Upp'ER SHEET OVER LOWER SHEET)
—
TYPICAL WALL
'LE VAPOR RETARDER BETWEEN JOISTS
TO UNDERSIDE OF FLOOR SHEATHING
CANTIILSVERED FLOOR DETAIL
ATTIC VENTILATION
PER IRC SECTION 88062, THE NET FREE VENT AREA
SHALL BE 1/300 OF THE AREA TO BE VENTED,
WITH 50% OF REQUIRED VENT AREA TO BE
LOCATED MIN. 3' ABOVE EAVE VENTS. THE
BALANCE OF REQUIRED VENT AREA TO BE \
PROVIDED AT EAVES
ROOFING 7f0 BE\ e INP'IPOSITION
SHINGLE UVITH 15 *,
SHEATHINGr TO .. %2' 24/0 PLYWOOD
ALL ROOF FLA5HINGS TO BE MIN. 26
GAUGE GALVANIZED STEEL.
7
FURR OUT TO 12'
FOR R -38 HIGH
DENSITY INSULATION
(EACH SIDE OF ROOM)
�J BATH UTILITY M5AS Tl ER
MINIMALLY EXPANDING INSTALLTYVEK FLEXWRAP J FLOOR CONSTRUCTION H -
POLVURETHANE FOAM OR OVER MOUNTING FLANGE. LAP \
APPROVED CAULKING TYVEK BTAPE JOINTS. 3/4' T4G PLYWOOD SUB -IFLR
(AROUND WINDOW RSO) GLUED 4 NAILED TO _
WINDOW WITH (SEE FRAMING PLAN FOR!
INTEGRAL MOUNTIN SIZE AND SPACING)
FLANGE
WINDOW HEAD DETAIL
TYP. INT.
11 L = DE 2) 2x4 TOP E KITCHEN INING
2' GWB
2x4 STU ® ROOM
I6' O.G.
WINDOW WITH j 2x4 BOT. E:
INTEGRAL MOUNTING
FLANGE CAULKING II FLOOR CONSTRUCTION:
MINIMALLY EXPANDING TYPICALWALL 3/4' TAG PLYWOOD SUB -FLR
POLYURETHANE FOAM OR WOOD SIDING GLUED 4 NAILED TO
APPROVED CAULK W16 SHEATHING HI
(AROUND WINDOW RSO) TYVEK HOG (SEE FRAMING PLAN FOR R- O IN ULATION
]l16"OSBSHEWRAP SIZE AND SPACING
2"x6 WOODSTUDS
WRAP TYVEK w/ R 21 BATT INSULATION
VAPOR RETARDER O(j
12" GYPSUM BOARD
LAP &TAPE TYVEK IL 6 MIL VISQUEEN VAPOR
o GRAWLSPAGE BARRIER THROUGHOUT
.._ ____ - r- LAP SPLICES ES 12' MIN.
FASTENER J _ _ r ( J
FASTEN TYVEK FLEXWRAP �-- / -
CORNER USING MECHANICAL
INSTALLTYVEK FLEXWRAP -
AROUND PERIMETER OF OPENING
WINDOW SILL DETAIL
5u 1 L:;) 1 N6 BEC710N A
UPPER ATTIC STAIR
COPYRIGHT 2010
Landmark Design Inca
ALL RIGHTS RESERVED
FIRE
SPACES OF STUD
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 INTERCONNECTIONS 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. 8302 -T
4- AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES
AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE
OF FLAME AND PRODUCTS OF COMBUSTION.
2x SCREENED EAVE
VENT BLOCKS W /(3)
Ilir' HOLES EACH -
PROVIDE APPROVED
INSULATION BA
TO ENSURE I' F
AIR SPACE.
TYPICAL EXTERIOR WALL
(2) 2x6 TOP IE
2x6 STUDS m 16' O.C.
1/2' SHT'G (APA RATED 2
WATER PROOF BARRIER
EXTERIOR SIDING
PER ELEVATION
R -21 INSULATION W/ CONT
VAPOR BARRIER
(WARM SIDE)
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.
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before proceeding with
onstruction.
2. This plan wne designed
In be merkated throughout
many municipehlies The
purchaser must verily
comphenne with na 1DCaI
applicable building rude.
where the home is to be
coetructed.
9 Purchaeer should have
plvu reviewed by a he
.used builder end struct-
.1 engineer for compli-
ance to specific site can -
ditiom.
4. These plena should not
be altered by other the e
qualified designer, ambl-
tect or structural engineer
Plan No:
L2 -2853
Date:
3 -26 -13
u,
4X6 PT POST W/
EPG GAP
LSTA1
TC
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� 1
MANE. PATRIAL SCISSOR TRUSSES
it 124' O.C.
1
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I
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1
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1/4" =1' -O"
STHD EDGE DISTANCE 1 -1/2" MIN
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1/4 " =1' -O"
GAR?tGF_:
I
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HOUSE NUMBERS TO BE VISIBLE 4
LEGIBLE WITH CONTRASTING
BACKGROUND FROM THE STREET
FRONTING THE HOUSE.
ADDRESS NUMBER SHALL BE MIN.
4' HIGH e A MIN. STROKE WIDTH OF
1/2' PER SEC. 8319.1
GARAGE 41
\__HT520 BM-
v�
USE 1/'2' GWB ON ALL WARM AND
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GAR?tGF_:
I
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HOUSE NUMBERS TO BE VISIBLE 4
LEGIBLE WITH CONTRASTING
BACKGROUND FROM THE STREET
FRONTING THE HOUSE.
ADDRESS NUMBER SHALL BE MIN.
4' HIGH e A MIN. STROKE WIDTH OF
1/2' PER SEC. 8319.1
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1. Contractor or builder
must verify el] dimensbns
before proceeding with
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2. This plan nee des' ed
to be marketed throughout
many muvcipe" "' The
pureheser meet verify
compliance wIW ell local
eppphceble building codes
where the homey to be
constructed.
3 Purchaser should have
plena reviewed by a Bo-
omed builder and struct-
ural engineer for compli-
ance to specific eft. con-
ditions.
4. These place should not
be altered by other than a
qualified designer, erold-
tect, or strocturol engineer.
Plan No:
L2 -2853
Date:
3 -26 -13
�I
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before proceeding with
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2. This plan nee des' ed
to be marketed throughout
many muvcipe" "' The
pureheser meet verify
compliance wIW ell local
eppphceble building codes
where the homey to be
constructed.
3 Purchaser should have
plena reviewed by a Bo-
omed builder and struct-
ural engineer for compli-
ance to specific eft. con-
ditions.
4. These place should not
be altered by other than a
qualified designer, erold-
tect, or strocturol engineer.
Plan No:
L2 -2853
Date:
3 -26 -13
�I
4X4 PT PO:
EPC
ROOF FRAM I N6 FLAN
1/4 " =1' -O"
TRUSSES
O.C.
F®UN�AiI ®N FLAN
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H
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GARAGE
USE 1/2'6W5 ON ALL WARM AND
STRUCTURAL U)ALLS. (1) LAYER 5/S' TYPE
'X' ON CEILINGS. W1RAP ALL EXPOSED POSTS
AND' BEAMS IN 1/2' GW5
Nd DUCT OPENINGS
IN GARAGE.
DUCTS THROUGH CLG OR
WALL COMMON TO HOUSE,
pNIN. 26 GAGE STEEL.
A 2/0x5/ SH
L - - -- — - - --
N
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m
IIIQ31
x S/0 O.H.. DOOR 16'-3'R-O-
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C7ARAC7E: 4q1 50. PT.
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1. Contractor or builder
E' verify eLL dimembne
before yzedmg with
construction.
2. This plan we. deaig d
W be marketed throughout
men, municipehti The
purchaser moat verify
compliance with ell local
eppltcable building code.
where the home is to be
conetruct.d.
3. Purcheeer .h Wd heve
Blew reviewed by a 11,
wed bWWer and ."a-
ural en to gineer for compli-
ance s
ditiow. pecific Bite eon -
4. These plew should not
be altered by other then a
gwhfied designer, erchi-
teet, or structural engiaeer.
Plan No: 1
L2.2853 J
nau:
3- 2Co -13
•
Jai
UFPER 4TTIC FL-® ®R l> ECTRk�AL
1/4 " =1' -O"
I
MAIN r-LOOR LF-C.,fiRl CAL
1/4" =1' -O"
ELECTRICAL KEY
COPYRIGHT 2010 OVERHEAD
Landmark Design Inc. CAN fry
ALL RIGHTS RESER�D I2
OUTLET -&
NOTE -
ALL INTERIOR AND EXTERIOR STAIRWAYS
SHALL BE PROVIDED WITH A MEANS TO
ILLUMINATE THE STAIRS, INCLUDING
THE LANDINGS AND TREADS PER IRC R303.6.
DUPLEX OUTLET
220V OUTLET
COMBO. EXT. PAN
t�
(VTOS) g LIGHT
COMBO SMOKE ALARM -
CARBON MONO. DET.
ED
110 V U/ BATTERY
C
BACKUP
CABLE T.Y. JACK
PHONE
ZO
UNDER COUNTER
LIGHTS
a
GAS OUTLET
t
HOSE BIBS
4
EXT. PAN VTOS
10
zy
Con
t�
♦
ttt
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V Lm eh
d
ZO
a
♦ pNp
N�
0.
1. Contractor or builder
must verify as dimensions
before proceeding vdth
construction.
2. Tide plan was designed
to be marketed throughout
many muWCipehtiee. The
purchaser mint verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. purchaser should have
plane reviewed by a lic-
ensed builder and struct-
ure] engineer for compli-
ance to specific site con-
ditions.
d. These plane should not
be altered by other then e
qualified designer, archi-
tect, structural engineer
Plan No:
L2 -2853
Date:
3- 2(0 -12
T
Oi
r:;ENE�,4L 5TFUCTUf:R,4L NOTE&
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DE51GN LOADS:
ROOF
LIVE LOAD 25 P5F (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 P5F (RESIDENTIAL)
DEAD LOAD 10 PSF
WIND
5451C WIND SPEED 85 MPH (3 SECOND GUST)
EXPOSURE B, Iw = 1.0, Kn = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT- FRAMED WALLS)
SITE GLASS: D
SEISMIC DESIGN CATAGORY: D
5s = 1.5 - IBC FIGURE 16135(0
SDS = 1.0, IE = 1.0, R =65
Cz = 0.154
I1\15PECTION5:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE, ALL PREPARED SOIL BEARING SURFACES SHALL BE
NSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED 501L WITH 1,500 PSF BEARING CAPACITY (A55UMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I' -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, 2009 EDITION.
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A
MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 55 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL
CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT, THE AMOUNT OF ENTRAINED AIR SHALL
BE 4/2% il.5 % BY VOLUME. MAXIMUM 51ZE OF AGGREGATE I5 1'/2", ALL CONCRETE SHALL BE
POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLE55 SHOWN
OTHERWISE. CONCRETE PURVEYORS /SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB
SITE FOR BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR I' -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 PROTECTION
SLAB AND WALL BARS:
INTERIOR FACES /2"
EXPOSED TO WEATHER OR EARTH 1112" ("5 AND SMALLER)
2" (% AND LARGER)
FOOTING BARS 3"
T IMSER:
ALL LUMBER SHALL BE AS FOLLOWS UNLE55 NOTED OTHERWISE:
5EAM5 DF12 OR BETTER
PO5T5 HF12 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. 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 2304,95 ALL
MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE A -301. BOLT
HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS.
M15CELLANEOU5 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
,4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE
STRESS GRADE COMBINATION 24F -v4 (Fb = 2,400 P50 FOR SIMPLE SPANS AND 24F -v8 FOR
CANTILEVER AND CONTINUOUS 5PAN5. 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 I/2" DIAMETER, AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS, CONSTRUCTION
LOADS BEYOND THE DESIGN LOAD5 ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED
LOAD5 FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS, JOIST HANGERS
TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER.
PARAL EL STRAND LUMBER IPSU:
PARALLEL STRAND LUMBER (P5L) TO BE BY TRU55 JOIST WEYERHAEUSER (PARALLAM) OR
APPROVED EQUIVALENT (Fb = 2,900 PSI, E = 2.0 x 106 PSU. MATERIAL SHALL BE DESIGNED 4
MANUFACTURED TO THE STANDARDS SET FORTH IN E5R -1381. BEARING LENGTH SHALL NOT BE LE55
THAN 13j4 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 UUITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LE55 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 a 12" OC'
STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH Ibd a 8" O.C.
SHEAR WALLS:
ALL 5HE/4R WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND
NOTED IN THE SHEAR WALL SCHEDULE, USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL
EDGE NAILING OF ad a 6" O.G. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE
COMMON WIRE OR GALVANIZED BOX NAILS. F45TENER5 IN PRESERVATIVE- TREATED WOOD SHALL BE
OF NOT- DIPPED ZING - COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED
PANEL EZ)GE5. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END
WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE '6IMP5ON' M5TA24 CONNECTOR U.N.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF 5PLIT5, 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. APPLY 3j4" RATED SHEATHING (40/20)
GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT
6" O.G. Al ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" OO. AT
INTERIOR SUPPORTS. APPLY lie" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR
RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT SUPPORTED EDGES AND ad
COMMON OR GALVANIZED BOX NAILS AT 12" CO, AT INTERIOR SUPPORTS. LAY SHEATHING
PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES.
ROOF TRRUS5E5:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI /TPI 1 -2002. 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
TPU55 PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRU55 SHALL BE PLANT FABRICATED
AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND
MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE IGC APPROVED AND LOAD5 SHALL BE
IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL
FRAMING-TO -TRU55 AND TRU55- TO -TRU55 CONNECTION DETAILS AND REQUIRED CONNECTION
MATERIAL_5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION.
GENERAL CONSTRUCTION NOTES:
ALL GONP)TRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 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 51MILAR
CONDITIOIN5 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.
&NEAR UJ4LL 5GNEI)UL
MfARK
MINIMUM
SHEATHING (U
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4)
5/8" TI4
ad a 6" O.C.
5 /e" a 60" O.G.
Call = 230 PLF
OR I/2" 05B
12" CDX
ad a 4" O.C.
5 /g" a 32" O.G.
Qall = 350 PLF
D
OR 05B
CDXad
a 3" O.G.
5 /e" a 16" O.C.
Qall = 450 PLF
D
OR OSB
USE 3x STUDS AT
ABUTTING PANEL EDGES &
STAGGER NAILS
DSEE
DETAIL
12 / 52.0 FOR CONSTRUCTION
NOTES
0 ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE
NAILING AT TI -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT GALLED OUT SHALL BE PER IBC TABLE
2304.9.1.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMP60N STRONG TIE OR EQUIVALENT 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 LE55 THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF l" INTO
CONCRETE. WASHERS TO BE 3" x 3" x I/4" PER IBC SECTION 2308.123 AND OF HOT- DIPPED
ZING - COATED GALVANIZED STEEL.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH IBC SECTION 2306.3.
51r2 x 15 GLB _
I CT A' M_ L m o I G I I I
(TYP. OF
LSTA30 - HDR 4 51LL
TO 3x BLOCKING.
(7YP.2 PLACES)
CONTINUOUS FTG.
REINFORCEMENT
STEM WALL
1�1 4
2
MAX.
STEPPED FOOTING DETAIL
61ID SCALE:'." = I' -0"
MSTC40 HOLDOWN,
ALIGN WITH EMBEDDED 5THD
TYPE HOLDOWN BELOW.
SHEATHING e NAILING PER PLAN,
SPLICE TO OCCUR ON COMMMON
MEMBER OR BLOCKING
SHEATHING d NAILING
PER PLAN. MATCH WALL
ABOVE UN.O.
I&d ® I6" CC, SOLE
PLATE NAILING.
/-3/4" 50FLOOR
/ l3) 8d J015T-TO -TOP
/-PLATE IJN,O. MAINTAIN
MIN. I'rz" END DISTANCE.
2 x 6 STUD 6 16" O.C. USE
DEL STUD o ENDS OF
SHEAR WALLS e HOLDOWN5.
2x NAILER AND PT 51LL wl are
ANCHOR BOLT a 3" x 3" x'114"
WASHER AT 5' -O" O.C. UN.O.
(ALT. MASA 6 48" 0C)
5THD TYPE HOLDOWN
PER PLAN.
"4 BAR ® 10" 00. - HORIZ.
"41_5AR ®16" O.C. - vERT.
FINISH
2
BAR CONTINUOUS
MINIMUM
(TYP)
61:
r -a11
�1 CRIPPLE WALL WITH BACKFILL FOUNDATION
510 SCALE: 'ra" = I' -0"
�I A =592 SQ FT
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RATED SHEATHING SIMP50N' NI FRAMING / h" RATED SHEATTILING
1.. �I
ANCHOR EACH TRUSS. 2x BLOCKING w/ 16d 2x BLOCKING ad 9 4" O.G. EDGE N ry
GABLE END TRUSS, SEE
Sd 6" O.C. \ USE HUD -2 AT DBL TRUSS. MANUFACTURER'S DRAWINGS �I NAIL a 8" O.G. Sd a -A WW UA
` FOR OUTRIIGGER LOCATIONS. "RATED SHEATHING
` SIMPSON' A35 48" O.G. '/2" RATED SHEATHING
RAFTER OR TRUSS PER PLAN
TRUSS PER PLAN 6" OG. a SIM) MONO TRU55 PER PLAN
2x VENTED BLOCKING. DBL 2x TOP PLATE. LAP
END NAIL TO TIRU55 SPLICE 4' -O" MIN. a NAIL w/ 2x BRACE PER TRUSS SUPPLIER
EACH END w/ (2) ad, DBL 2x TOP PLATE. LAP bd 6" O.G. STAGGERED. OR 6 48" CC, SECURE w/
SPLICE 4' -0" MIN. a NAIL SIMPSON' A34 EACH END.
L Ibd a 6" O.G. STAGGERED SIMPSON LU524
SHEATHING AND NAILING 2x STUD PER PLAN
HANGER
PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. 5HEATHING 4 NAILING
(BEAM AT SIM) PAR PLAN OR SHEAR o
WALL SCHEDULE. GABLE END / GIRDER TRU55
w �
TYPICAL ROOF FRAMING CONNECTION r ROOF FRAMING a GABLE END r3) LOWER ROOF FRAMING e SHEAR WALL LOWER ROOF FRAMING a GABLE END c C
S21D SCALE: 1" = 1' -0" 52.m SCALE: I" = 1' -0" 52.0 SCALE: I" = 1' -0" 52.0 SCALE: I"
m
d � o
DBL 2x TOP PLATE °
SOLE PLATE NAILING. '" °
USE 16d g 16" Of. MIN. Iii 9 8" O.C. SOLE ad e 4" O.C. v c w
SIMPSON' HOEDOWN
PLATE UN.O. MAINTAIN
SIMPSON, — b U
STRAP PER PLAN SOLID RIM JOIST PLATE NAILING. -
(3) ad JOI5T -TO -TOP 2x RIM JOIST
ad 6 O.C. 2x JOIST PER PLAN
� 3a" SUBFLOOR - -- -�
PER PLAN 6" O.C. TO TOP PLATE. ~
4" 5UBFLOOR
P HOEDOWN FRAMING ANCHOR AT m
MIN. I�i2" END DISTANCE. STRAP P' 2x BLOCKING w/ A35
SHEATHING 4 NAILING PER PLAN. / a o
SPLICE TO OCCUR ON GOMMMON
MEMBER OR BLOCKING SHEATHING a NAILING / N
PER PLAN �_ N
�- 34" 5U5FLOOR TRIMMER STUDS) j
JOIST PER PLAN (USE DBL SHEATHING 4 NAILING PER
BEAM AT SIM.) 2x DBL
jol
J015T PER OP PLATE. PLAN w/ HUSC.28 -2 a NOx BLOCKING w/ A35 PLAN OR SCHEDULE. KING STUD 'N" RATED SHEATHING 4
F AMIN AN HO TO—/ AILING PER SCHEDULE.
2x STUDS PER PLAN.
SPLICE 4 -0 MIN. a NAIL
R G G R 2x FRAMING PER PLAN.
PL E L
w/ 16d o 6" O.C. STAGGERED. (BEAM AT SIM) � BEAM A7 SIM.) LSTA STRAP PER PLAN,
OP PLATE.
2x STUD PER PLAN. '•. I �
CENTER ON TRIMMER
5 TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING as CANT. J0157 FRAMING: AT INTERIOR SHEAR WALL OR KING 6TUD.
11
S2.m SCALE: I" = I' -m" 52 m SCALE: I" = I' -m' S2.� SCALE: I" = I' -L�" (TYP) 1
2x SILL PLATE 3x BLOCKING
it
1 (TYP)
- --
6d a 8" O.G. SOLE
16d a 8" O.C. SOLE g � / I __ - - - --------
--
PLATE NAILING. / ------
6d 16" O.C. SOLE
SHEATHING MAILING 1, � q PLATE NAILING. /
a O.C. UNO PLATE NAILING,
PER PLAN OR SHEATHIING a NAILING
SCHEDULE P'ER PLAN ORE Sd 9 6" O.C. UNO SOLID RIM JOIST (a 1 SHEAR WALL FORGE TRANSFER DETAIL
9
3 /4" SUBFLOOR SCHEDULE 3 /a" SUBFLOOR 3/4° 5UBFLOOR 52.0 SCALE: 1" 1'-0"
'SIMPSON' HOEDOWN i2" RATED SHEATHING
PER PLAN a NAILING PER PLANE F\BEAM L5TA24 5TRAP
(FAR 5IDf) 6" JOIST PER PLAN MINIMUM
J0157 PER PLAN 2x TOP PLATE OIST PER PLAN HDR PER PLAN. w/ IL 9 ATHING TO HDR z - A
PER PLAN. FASTEN TOP O.C. EACH WAY. C� �
LU5210 HANGER BEAM PER PLAN PLATE TO HEADER {�
BEAM PER PLAN — w/ (2) ROWS 16d AT 3" O.C. C VI LH
f,
g SHEAR WALL FRAMING AT FLUSH BEAM 1ID !:; v 2x STUDS cTYP.) cvi
SHEAR WALL FRAMING AT FLUSH BEAM n SHEAR WALL FRAMING A7 BEAM
52m
SCALE: " =;' -0" 52D .
SCALE: I" = I' -e" S� SCALE: I" = I' -e"
24 BLOCKING a MIDDLE l
2x STUD PER P LAN. USE MINIMUM PLATE NAILING. - 24" IF REQUIRED.
3ja" SUBFLOOR 16d Q 16 O.C. SOLE f MAXIMUM z
2x BLOCKING a" SHEATHING SHEATHING a NAILING PER 2x STUD PER PLAN. USE DBL 1/2" RATED SHEATHING (24/0 EXP 1).
JOIST PER PLAN
2) 2x 5TUD OD ENDS OF 5HEAR
WALLS a H SCHEDULE F SEE SHEAR PLAN OR SCHEDULE SCHEDULE T END OF
OR x SEAR LUALLS PANEL EDGES. 2) ROWS Sd 'D 3" O.C, AT Z
WALL SGNEDU E FOR 3x STUDS.
SHEATL -ING a NAILING - ANCHOR BOLT w/ 3 "x3 "x1 a" WASHER, 4 HOLDOWN5. 5EE SHEAR WALL
SEE SCHEDULE FOR SIZE AND SPACING. 2x PT SILL w/ ANCHOR BOLT "I �' N!L
SIMPSON' AG GAP \ PER PLAN. USE "V14 AT 60" C.C. UN.O, a 3" Ana" x'4 W45HER PER :. 2) 2x PLATE. (NAIL
(ALT. Ix4 GU65ET EA 2x P7 SILL PL OR SCHEDULE. USE 4" SLAB ON GRADE OVER SHTG TO EA PLATE)
SIDE w/ lb) ad s % "� 60" O.C. MIN. MIN. 6 MIL VAPOR BARRIER ".
6" MIN. BAR - HORIZ. 2 I w
4x4 PT POST 6 TOP OF STEM WALL i- ; ; ; ;
k
k � 4
MIN. ELEv VARIES TeBCp�
j SIMPSON' HOEDOWN PER PLAN. SLAB ON GRADE MAX a
SIMPSON' HOLDOWN PER 2x PT SILL ___ /, All qTr
4x6 AT SPLICE) �— MIN 2 MAX k4 L BAR 24 O.C. vERT. FIN
" EMBEDMENT a 3' LT w/ MIN:' r
NI5H GRADE
'SIMP5ON' MAB ANCHOR PLAN. USE 6THDI4 UNO. l2) %4 ANCHOR B
ALT, A34 ANCHOR k GALVANIZED E WA
TWO SIDES) MIN, MIN k MPSON'PHELD�� MIN. 41 BAR 20RO.C. - VERTICAL FOUNDATION PER P x 3' x pia"
8" FTG PER PLAN I2 d' -6' MAX 4 BAR CONTINUOUS ° WASHER
�.
' LAN.
MIN. 8" THICK STEM WALL w/ +�
k 8 8 k4 BAR HORIZ. TOP 4 BOTTOM,
FINISH GRADE 12 PORTAL FRAME PANEL
8' 8 k4 BAR CONT. S2.m SCALE: NONE
Lt-411 � 52 o0
s FLOOR FRAMING AT CRAWL SPACE E1� FOUNDATION AT CRAWL SPACE s FOUNDATION AT SLAB ON GRADE
S2.m SCALE: I" = 1' -m" SQD SCALE: I" = I' -0" 52D SCALE: I" _ ;' -m" GCPYRIGHT 2012, BEGA ENG NEERS
JOB 12 -021