BLD2024-1376+For Reference+10.16.2024_3.44.45_PM+4564401ENER6)'O' CODE
2012 MSH1N6TON STATE ENERGY GORE/ IECC 1'MW
TABLE R402.1.1
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE ZONE
FENESTRATION U-FACTOR$
5KYLICGHT U-FACTOR
GLAZED FENESTRATION SHGC O
CEILING
WOOD FRAME WALL"L
MA55 WALL R.-VALUE'
FLOOR
BELOW GRADE WALLA
SLAB° R-VALUE 4 DEPTH
5 d MARINE 4
R-VALUEA U-FAGTORA
(z
R-VALUES` U-FAGTORA
N/A
0.90
WA
0.30
WA
0.50
WA
030
WA
N/A
WA
WA
4qJ
0.026
4a
0.026
21 INT
0.0%
21+50I
0.OA4
21/21"
0.056
21+5"
0.044
306
0.0201
506
0.0201
10/15/21 INT + TB
0.042
10/15/21 INT + TB
0.042
10, 2 FT
WA
10, 4 FT 7
WA
TABLE R402.1.1 FOOTNOTES
FOR 51: I FOOT - 504.6 MM, GI - CONTINUOUS INSULATION, INT. - INTERMEDIATE FRAMING.
~ R-VALUES ARE MINIMUM5. U-r-ACTORS AND 5H6G ARE MAXIMUMS. WHEN INSULATION IS
INSTALLED IN A CAVITY WHICH 15 LEW THAN THE LABEL OR DESIGN THICKNESS OF THE
INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4
SHALL NOT BE LESS THAN THE P.-VALUE SPECIFIED IN THE TABLE.
15 THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE 5H6C COLUMN APPLIES
TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED
FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES I THROUGH 3 WHERE THE FOR
SUCH SKYLIGHTS DOES NOT EXCEED O.BO.
r- "10/15/21.+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR RAS
ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R 21 CAVITY INSULATION
PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF
THE BASEMENT WALL. '10/15/21.+T15" SHALL BE PERMITTED TO BE MET WITH R-15 CAVITY
INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON
THE INTERIOR OR EXTERIOR OF THE WALL. "10/ 15" MEANS R-10 CONTINUOUS INSULATION ON
THE INTERIOR OR EXTERIOR OF THE HOME OR R-15 CAVITY INSULATION AT THE INTERIOR OF
THE BASEMENT WALL. 'TB' MEANS THERMAL BREAK BETYEEN FLOOR SLAB AND BASEMENT
WALL.
a R--10 CONTImJOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE
R402.2.4.1.
E THERE ARE NO SHOO REQUIRM-ENTS IN THE MARINE ZONE.
F BASEMENT WALL INSULATION 15 NOT REQUIRED IN WARM -HUMID LOCATIONS AS, DEFINED BY
FIGURE RSOLI AND TABLE RSOLI.
a RESERVED
" FIRST VALUE 15 CAVITY INSULATION, SECOND 15 CONTINUOUS INSULATION OR INSULATED
SIVIN6, 50 "13.+5' MEANS R-15 CAVITY INSULATION PLU5 R-5 CONTINUOUS INSULATION OR
INSULATED SIDING. IF STRUCTURAL SHEATHING COVERS 40 PERCENT OR LESS OF THE
EXTERIOR CONTINUOUS INSULATION R-VALUE SHALL BE PERMITTED TO BE REDUCED BY NO
MORE THAN R-3 IN THE LOCATIONS WHERE STRUCTURAL SHEATHING 15 USED TO MAINTAIN A
CONSISTENT TOTAL 5HEATHING THICKNESS.
I THE SECOND R-VALUE APPLIES NWEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR
OF THE MASS WALL.
u FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REMCED TO
R-0056.
K INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 IW-44ES ON On. TER WITH
HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION.
L LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHiE5 ARE
EXEMPT FROM THIS INSULATION REQUIREDMNET.
1. A CERTIFICATE COMPLYING WITH 2012 W5EC R401.5 IS REQUIRED TO BE 00"'LETED
BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 5' OF
THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION.
2. THE BUILDING SHALL Be TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE
NOT EXCEEDING 5 ACR CHAN6E5 PER HOUR. TESTING SHALL BE CONDUCTED WITH A
BLOWER DOOR AT A PRESSURE OF 0.2 INC+65 W.G-
5. EACH DWELLING UNIT 15 REQUIRED TO BE PROVIDED WITH AT LEAST ONE
PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE.
4. DUCTS SHALL BE LEAK TESTED IN ACCORDANCE AITH INSU RS-55 USING THE MAX. DUCT
LEAKAGE RATES SPECIFIED.
5. A MINIMUM OF 7M OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL
BE HIGH-L=FFIGAGY LAMPS.
hHOLE HOU5E VENTILATION
SPECIFICATIONS FROM THE 2012 IRC SECTION MIS07.
SOURCE SPECIFIC, VENTILATION REQUIREMENTS.
1. MINIMUM EXHAUST FAN REQUIREMENTS:
A. BATHROOMS, LAUNDRIES AND POYCER ROOMS - 50 GFM ® 0-25"
B. KITGHEN5 - 100 CFM 0 0.25" W 5. (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED
AT MIN.. 100 CFM ®0.10' W.6. MAY Be USED FOR EXHAUST FAN R ceiiREMENT5)
2. EXHAU5T DUCT REQUIREMENTS:
A. INSULATE TO R-4 (MIN.) IN UNCONDITIONED SPACES.
B. EQUIP WITH A BACK DRAFT DAMPER.
G. TERMINATE OUTSIDE THE BUILDIN6.
PRESCRIPTIVE REWIREMENT5 FOR: OPTION I. INTERMITTENT WHOLE HOUSE VENTILATION USING
EXHAUST FANS (IRC, M1507.3.4). OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS
AT FLOW RATES SPECIFIED IN TABLE M1507.3.30) ON THIS SHEET, USING THE FOLLOWIN6
METHODS:
1. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLL.OWIN6:
A. HAVE CONTROLLABLE AND SECURE OPENINGS.
B. BE SLEEVED OR DESIGNED 50 AS TO NOT COMPROMISE THE THERMAL PROPERTIES OF
THE WALL OR WINDOW IN WHICH THEY ARE PLACED.
G. PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH
,HABITABLE SPACE.
D. PROVISIONS SHALL BE MADE TO E145M AIR FLOW BY THE INSTALLATION OF
015TRI15UTION DUCTS, TRANSOMS, INSTALLATION OF GRILLES, UNDERCUTTING DOORS A
MINIMUM OF /2" ABOVE THE FINISHED FLOOR COVE-RIN65, OR SIMILAR MEANS.
2. WHOLE HOUSE EXHAUST FAN5 SHALL:
A. BE SIZED ACCORDING TO TABLE M1507.5.3(I) ON THIS SHEET.
S. BE FLOW RATED AT 0.25" W.6.
G. SOUND RATED AT IA SOWS MAXIMUM.
S. WHOLE HOUSE EXHAUST FAN CONTROLS:
A. BE CONTROLLED BY A 24-HOUR C L.00 K TIMER.
B. PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC, CONTROL.
G. THE 2444OUR CLOCK TIMER SHALL BE READILY ACCESSIBLE.
D. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL TIMER SHALL BE SET TO
OPERATE THE WHOLE HOUSE FAN AGGORDING TO THE 5C+MWULE USED TO CALCULATE THE
WHOLE -HOUSE FAN SIZING.
E. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION
(Sim OPERATING INSTRUCTIONS)'.
4. WHOLE HOUSE EXHAUST DUCT5:
A. BE INSULATED TO A MINIMUM R-4 IN UNCONDITIONED SPACES.
B. TERMINATE OUTSIDE THE BUILDING.
IRC TA5LE MI501.5.50)
GONTINUOU5 r#ioLz_HOUSE MECHANICAL VENTILATION
SYSTEM AIRFLOW RATE REQUIREMENTS
(AIRFLOW IN GFM)
FLOOR AREA
(90.FT)
NUMBER
OF BEDROOMS
0-1
2-5
4-5
6-�
>"►
<1500
30
45
60
75
QO
1501 - 3000
45
60
75
90
105
5001 - 4500
60
75
410
105
120
4501 - 6000
75
a0
1 105
120
155
6001 - '7500
90
105
120
155
150
>'7500
1 105
120
155
150
165
INSULATION. 8 MOISTURE PROTECTION
6ENERAeL
UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE M&ANSTON STATE ENERGY
GORES. INSULATION BAFFLE5 TO MAINTAIN I" CLEAR SPACE ABOVE INSULATION. BAFFLES TO
EXTEND 6" ABOVE BATT INSULATION 4 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND
BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. PROVIDE FAGS STAPLED 6ATT5 OR FRICTION
FIT FADED BATTS. PROVIDE 4 MIL (0A049 POLYETHYLENE VAPOR BARRIER AT WALLS OR USE
PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). PROVIDE R-10 INSULATION UNDER
ELEGTRIG WATER HEATERS.
INFILTRATION CONTROL
I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BMAIMN WALLS AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT
PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL
OTHERS SUCH OPENIN65 IN THE BUILDING ENVELOPE, INCL UDIN6 ACCESS PANELS INTO
UNHEATED SPADES, SHALL BE SEALED, CAULKED, 6ASKETED OR WEATHER-STRIPPED TO
LIMIT AIR INFILTRATION.
2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR
INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN
RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE
REQUIREMENT.
3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM
THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM
E 263.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM
TESTING BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MORE TIGHTLY FITTING.
4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER ".E.G.
PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT
WATER SERVICE 15 REQUIRED TO BE INSULATED PER THE W.S.E:G. SERVICE WATER PIPING SHALL
BE INSULATED TO A MINIMUM OF R-4 PER KSM.C. R405.4.2. MECHANICAL SYSTEM PIPING SHALL
BE INSULATED TO A MINIMUM R-6 PER W.S.E.G. R405B
VAPOR BARRIERS / GROUND COVERS
AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED
RAFTER SPACES FORMED Y0 ERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF
ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS
THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL
BE PLACED NOT MORE THAN 6" O.G. AND GAPS BETYEEN THE FACING AND THE FRAMING SHALL.
NOT EXCEED I/I6"
VAPOR RETARDERS AT WALLS PER IRC, R702.7
A GROUND COVER OF 6 MIL (0.0060) BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID
OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE
FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
E�CCR5, l41NDONS AND 51GYL.16HT5
6ENERAL
THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 %" STEP FROM TOP OF THE SOLD
TO A MINIMUM 56" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR
DOORS MAY HAVE A MAXIMUM (2) 7 9/4" STEPS TO A MIN. 56" DEEP LANDING. ALL GLAZING
SHALL MEET THE REMIREMENTS OF THE 2012 W.5M C,. TABLE R402.I.1 UNLESS NOTED OTHERWISE.
ALL SKYLIGHTS AND SKYYVALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE.
ALL BEDROOM EMERSENGY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF
53 SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH OF 20' AND A MINIMUM NET CLEAR
OPENING HEIGHT OF 24", MAXIMUM SILL HEIGHT OF 44" MEASURED FROM THE FINISHED FLOOR TO
THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF MORE THAN 72"
ABOVE FINISHED THE GRADE OR SURFACE BELOW, TO BE A MINIMUM OF 24' ABOVE ADJACENT
FINISHED FLOOR
SA FE1Y 6LAZIN6 LOCATIONS PER 2012 IRO SECTION R508.4
R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWIN&51N6, SLIDING AND BI-FOLD
DOORS.
R306.4.2 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
MERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC OF THE DOOR IN A
CL05M P051TION AND MOW BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE
FLOOR OR WALKING SURFACE.
R306.4.5 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE
FOLLOWING CONDITIONS:
I. THE EXPOSED AREA OF AN INDIVIDUAL PANEL 15 LARGER THAN 9 SQUARE FEET;
2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 16' ABOVE THE FLOOR-
S. THE TOP E06E OF THE GLAZING 15 MORE THAN 36" ABOVE THE FLOOR, AND
4. ONE OR MORE WALKING SURFACES ARE WITHIN 56" MEASURED HORIZONTALLY
AND IN A STRAIGHT LINE, OF THE GLAZING.
R508 4.4 6LAZINCa IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALU5TER PANELS ANC+
NONSTP44TURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A
WALKING SURFACE.
R508.4.5 6LAZIN6 IN WALL5, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRPOOL5, 5AUNA5, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR
OUTDOOR 5WIMMINLG POOLS WHERE THE BOTTOM EXP05M EDGE OF THE GLAZING
15 LE-55 THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE.
R306.4.6 GLAZING WHERE THE BOTTOM EXP05EP EDGE OF THE GLAZING 15 LE55 THAN 56
INC-IC-5 (q14 MM) ABOVE THE PLANE OF THE ADJACENT WALKING 5URFA0E OF
STAIRWAY5, LANDINGS BETNEEN FLIGHTS OF STAIRS AND RAMPS.
R06.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE
6LAZIN6 15 LESS THAN 56 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES
(1524 MIS HORIZONTALLY OF THE BOTTOM TREAD.
FOR EXCEPTIONS SEE IRC, SECTION R508.4
A permanent certificate, completed by the builder or
registered design professional, shall be posted within 3
feet of the electrical panel. The following shall be listed:
• building envelope (ceiling/roof, wall, floor, slab)
and duct insulation R-values
• window U-factors and solar heat gain coefficient
(SHGC)
• type and efficiency of water heater, heating and
cooling equipment
• duct leakage rates (including test conditions
specified per R403.2.2)
• building envelop air leakage rates (blower door
test per R402.4.1.2)
WSEC R401.3
A template can be found at the following:
hgp://w%vw.eiiergy.wsu.edu/Documents/WSEC-2012-
Nothing in this permit approval
process shall be interpreted as
allowing or permitting the
maintenance of any currently existing
illegal, nonconforming, or
unpermitted building, structure, or
site condition which is outside the
scope of the permit application,
regardless of whether such building,
structure, or condition is shown on the
site plan or drawing. Such building,
structure, or condition may be the
subject of a separate enforcement
action.
MECHANICAL
6ENERAL
SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM
HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING
APPLIANCES SHALL. COMPLY WITH THE PROVISIONS OF I.R.C. RI006.2, WASHIN&TON STATE
AMENDMENT B.
ArTIN
EACH DYCLLIN6 UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING
A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3'-0" ABOVE THE FLOOR AND
TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS V# EN THE OUTSIDE TEMPERATURE
15 AS, SET FORTH IN THE 2012 W.524,.
DEFINITION OF BUILDING ENVELOPE FROM THE 2012 WABHIN&TON STATE ENERGY GODS:
THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH
THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS
EXEMPTED BY THE 2012 W.S.E.G.
I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR
FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2012 IRC.
2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE
PROVISIONS OF CHAPTER 24 OF THE 2012 IRG.
8. DUCTWORK LOCATION SHALL MEET THE PROVISIONS OF CHAPTER 16 OF THE 2012 IRO.
4. COMBUSTION AIR TO MEET THE REQUIREMENTS OF I.R.G. MI'701.1
ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED A&ENGY AND
INSTALLED PER GRAFTER M1402 OF THE 2012 IRC,.
NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED 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, AND ELECTRIC HEATING
FURNACES.
NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LEW
THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP.
LIQUEFIED PETROLEUM GAS BURNING APPLIANCES 5HALL NOT BE INSTALLED IN A PIT, BST
OR SIMILAR LOCATION WHERE HEAVIER THAN AIR 6ASES M16HT COLLECT. APPLIANCES 50
FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT
UNL E-55 SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED
GAS.
HEATING AND WOLIN& APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A 6L.OW,
SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE
PILOTS AND BURNERS OR HE4M &5 ELEMENTS AND 501ITCheS AT LEAST 16" ABOVE THE FLOOR
SURFACE.
FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR
CEILING SEPARATING A RESIDENCE (R-3 OCCUPANCY) FROM A GARAGE, PROVIDED SUCH DUCTS
WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.Olq"
(NO. 26 GALVANIZED SHEET 6AU6i:J AND HAVE NO OPENINGS INTO THE GARAGE
EVERY APPLIANCE DESIGNED TO Be VENTED SHALL BE CONNFOTED TO A VENTING SYSTEM
COMPLYING WITH CHAPTER 16 OF THE 2012 IRC.
EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL
BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS L15TIN6, MANUFACTURERS INSTALLATION
INSTRUCTIONS AND THE REQUIREMENT5 PER CHAPTER 10 OF THE 2012 IRC.
A TYPE B OR BW GA5 VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2012 IRC.
VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPADE OR AREA IN WHICH THE APPLIANCE
15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS, TO
MAINTAIN THE GL.EARANGE TO GOMI3UBTIBLES PER SECTION MI803 0 THE 2012 IRC,.
HEA<TIN6 EQUIPMENT d -- +A residential firesprinkler system1s required. A
a ,. r a Permit A recommended flavi-through design ill neat
ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 198"7 NATIONAL APPLIANCE Obtain ��..>>�I`��, ermitfro.`.q . �.
ENERGY CONSERVATION ACT (NAECA) AND BE SO LABELED. MWIPNENT SHALL ALSO COMPLY s ecislcati s ! r duc �q Ip � t continuing
SECTION M1411 OF THE 2012 WSE.C. ;.�' 1 i Li4: is roalinterlance requirements. €CDC 19.05.020C.
r +Provide a minim -urn combination water service of
DUCTAORK one Inch (1") meter and one and one half (11/2")
I. DUCT SYSTEMS OR FACTORY BUILT AIR DUGT5 SHALL BE OF METAL AS, BET FORTH BY service line, or show that domestic and fire protection
TABLE 1601.1.1 (1) 4 1601.1.1 (2) OF THE 2012 IRC. ENERGY CODE CO11dTai'.IA rF,' needs can be met with a smaller service,
2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND 5EAM5 SHALL Be AIRTIGHT PER
5E ,TION M16014.1 OF THE 2012 IRC. _
5. INSTALLATION OF DUCT5 SHALL COMPLY WITH SECTION MI601.4 OF THE 2012 IRC. CEILO�
4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION MI6OL5 OF THE 2012 WALL: -2 --�- 1
ERG. ,.� IV;FLflL&. - ��- O _____-
5. FINAL DUCT LEAKAGE AFFIDAVIT 15 TO BE PROVIDED TO THE BUILDING 1145PECTOR PRIOR SLAB:
TO FINAL INSPECTION. DUCT LEAKAGE AND SEALING REQUIREMENTS IN 2012 WS.E.C.W
SECTION R4052.2 TO BE MET. G G< - F 0, -",o
-.A,.,
CARPENTRY
6ENERAL
ALL FRAMING SHALL COMPLY WITH THE APPLICABLE SECTIONS) OF THE 2012 IBG/IRG.
PRE55U M TREATED WOOD REQUIRED IN LOCATIONS LISTED IN IRC R517.1
2" MINIMUM VERTICAL CLEARANCE B1 THEN WOOD d CONCRETE STEPS, PORCH SLABS,
PATIO SLABS 4 OTHER SIMILAR HORIZONTAL SURFACES EXP05ED TO THE WEATHER.
6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH.
On MINIMUM CLEARANCE BETWEEN UNTREATED MUSILLS AND EARTH.
12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
16" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH.
LOADING
ROOF
15 FW DEAD LOAD +
25 NSF LIVE LOAD -
40 P517
FLOOR
10 ftF DEAD LOAD +
40 PSF LIVE LOAD -
50 P5F
CEILING
5 FW DEAD LOAD +
10 PSF LIVE LOAD =
15 PSF
DECK
5 FW DEAD LOAD +
40 FW LIVE LOAD =
45 P5F
INTERIOR PARTITION
m �; v ,•.
-
7 PSF
EXTERIOR PARTITION -4= 10 P5F
WOOD BEARING ON OR INSTALLI: ,g 41THIgk-"OF,MASQNRY OR CONCRETE TO BE TREATED WITH
AN APPROVED PRESERVATi UI7 BLOCKING OF =NOT ,LESS THAN 2X THICKNESS SHALL BE
PROVIDED AT ENDS AND AT _'� '6RT OF'JOIBTg_'A�mRAFTERS- ANCHOR BOLTS TO BE
PER SHEAR WALL SCHEDULE AND �OIJND TION PLAi� t7" MINIMUM EMBEDMENT. ALL METAL
FRAMING ANCHORS AND HAN `SHOY4N`ON DRA,NN&S,:SHALL BE STRONG TIE CONNECTORS AS
MANUFACTURED BY 51MPSON C.0 M0ANY, ` �" , -
6 ..tom •t
PROVIDE FIREBL.00KIN6 IN CONGEALED SPACES OF "STUD WALLS 4 PARTITIONS, INCLUDING
FURRED SPACES 4 PARALLEL ROWS OF _STUDS OR STAGGERED STUDS AS, FOLLOWS:
bit as
I. VERTICALLY AT THE CEILINS`,'..,;FLOOR LEVELS.
2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. Sound/noise originating
temporaary construction sites
PROVIDE FIREBLOGKIN6 AT OTHER LOCATIONS PER 2012 IRC R502.11. result of construction activi
GENERAL
PLANS COMPLY TO THE 2012 INTERNATIONAL RESIDENTIAL CADS.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL
ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY
TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED.
DIMENSIONS, TAKE PRECEDENCE OVER SCALED DRAWIN65.
CODES:
ALL APPLICABLE GORES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED
I. 2012 INTERNATIONAL RESIDENTIAL GORE (IRC) WITH WASHINGTON STATE AMENDMENTS
(ASA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. WAG 51-51
2. 2012 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINSTON STATE AMENDMENTS (AS A)
NAC51-50
S. 2012 INMERNATIONAL MECHANICAL CODE AMC) WITH AA5HINOTON STATE AMENDMENTS
(W5A) WAG 51 �2
4. 20I2 UNIFORM PLUMBING CODE (UPC) WITH WASHIN&TON STATE AMENDMENTS, WAG 51-56-
5. 2012 INTERNATIONAL FIRE CODE WITH WASHINSTON STATE AMENDMENTS, WAG 51-54A.
6. 2012 WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (W5EC)- WAG 51-IIP
BUILDINS
CONSTRUCTION TYPE: V-5
OC.<�UPANGY GROUP: R 3
LOCAL JURISDICTION REWIRES YES,
VVELLIN6 UNIT FIRE SPRINKLER
SYSTEM PER IRC, APPENDIX R z N0
CLIMATIC AND 6EO&RAPHI0 DESIGN CRITERIA
WINS
WBJEGT TO DAMAGE FROM
DE511%
ICE BARRIER
AIR
MEAN
TOPO-
vRAPHIG
GROUND7(Mr
SNOW
SEISMIC
DESIGN
FROST
LINE
TERMITE
DECAY
WINTER
DESIGN
UNDER-
LAYMENT
FLOOD
FREEZING
ANNUAL
LOAD
EFFECTS
CATEGORY
WEATHERING
DEPTH
TEMP
REQUIRED
HAZARDS
INDEX
TEMP
25 psf
85
DI
MODERATE
IS°
SLIGHT TO
MODERATE
SLIGHT TO
MODERATE
2-1"F
NO
*
0-1000
50°F
MARCH 26, W74 ENTRY INTO NATIONAL FLOOD INSURANCE PROGRAM. FIRM MAPS DATED NOVEMBER 8, Ig94I
EQUIVALENT FLUIp PRESSURE - 55 P.G.F- 04RESTRAINED WALL5)
50 P.G.F. (RESTRAINED WALLS)
SITE N 0 R i <
6ENERA L
ALL FOoTING5 TO BEAR ON FIRM, UNDI5TURBED EARTH BELOW ORGANIC, SURFACE SOILS.
ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL
NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS.
ALL WOF'111( .CT
em: gq
Y fc!L
1N5'_" �' �� N FOR
0of Edmonds Building Division
.
„ .
.v
Temporary address shall
be clearly visible from
street during all phases of
�
All changes in plans and field
p
CITY OF EDMONDS
construction. I
modifications shall be approved by
BUILDING
DEPARTMENT
Failure to properly post
the local jurisdiction. The design
WORK S
house/building numbers
professional shall prepare drawings as
ADDRESS 21
-;
5 �-
may result in no inspection
required for approval.
,E
OWNER
"-' -.--®
by the City inspector.
IBC 107.4
= - > ' t
Curb signage is
from
as a
ty are
exempt from the noise limits only
during the hours of 7:00am t( 6:00pm
on weekdays and 10:00a n and
6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all
other times the noise originating from
construction sites/activities must
comply with the noise limits, unless a
variance has been granted.
ECDC Chapter 5.30
! s '
PERMIT NUMBER
NW
5HEET I N)EX
NOT acceptable
SHEET #
DE50RIPTION
Al
OOVERSHEET
A2
50HEDULE SHEET
A5
DETAIL SHEET
Ae4
FOUNDATION PLAN 4 ROOF FRAMING PLAN
AS,
MAIN FLOOR PLAN 4 UPPER FLOOR PLAN
A b
A-?
ELEVATION5
SU I LD IN6 5ECT1 ON5
51
LATERAL - SHEAR AALL5, HAtROlNA PE 4 5TRUCT.
NOTES
52
LATE". - DETA I L5 FROM EN61 NEER
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DESIGNED BY -
DATE:
1TO 1115
DRAWN BY: DATE.
61,40 Igga
PROJECT MANAGER
GHARLF-5 PATTON
REVISED BY. DATE -
JP 5/16/12
JP q/22/14
AO 5/6/15
65 6/5/15
LATERAL BY DATE.
ME 6/3/15
LATERAL JOB NUMBER,
015-405
Al
/ A07
ANW WOODINVILLE OFFICE
JOB NUMBER.
150127 .
_a
r
(HANDRAIL GRIP SIZE PER NOTE: SPACING BETWEEN INTERMEDIATE
IRG R511.7.65) GUARDRAIL MEMBERS TO BE SUCH THAT
I I/4" VIA. MIN. A SPHERE OF 4" VIA. SHALL NOT PASS
THROUCaH ANY OPENINGb
I
p I- 1
� Ur ®��
vt ;
HANDRAIL CONT.
PLR. JSTS.
PER PLAN
FLR. J5T5. PER PLAN
FOR FULL LENGTH HANDRAILS PER'
I
`
# I
UQ ' Q
GATT INSULATION PER PLAN
BATT INSULATION PER PLAN
OF STAIR 1RG R311.715
I
I
R-21 INSULATION
E•I
.°x
; I
5/4" T.8 6.
GLUED NAILED
PLYWOOD 5UBFLOOR
5/4" T.8 6. PLYY400V 5USFLOOR
GLUED 4 NAILED
OIRG R5 21 3 CONFORM
I
-
}'CLAN YEW
4X HEADER
O
O
p ASS EA SIDE OR
= z
N L5'i0 ON ONE 51DE
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11
$UILDIN6 PAPER
=
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R-10 RIC71D INSULATION
.,
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.
SOLID BLOCKING
SOLID BLOCKING
4
Z
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II
51DIN6 PER PLAN
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ow z z a rn m s
U
(4 I bd NAILS
EA. SIDE
BEAM PER PLAN
4) I bd NAILS
51DE
BEAM PER PLAN
Z
PER IRG R311.7.1
O
- tQ
H
MOISTOP EZ-SEAL PER.
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k' z o> z to w
= o a a m z m
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2 X 4 CLEAT
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WINDOW WRAP DETAILS.
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a o w a F:n z- y�
EACH SIDE
Z
EACH SIDE
10 MIN.
K
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BOTTOM OF BEAM
(2) I bd EA. SIDE
BOTTOM OF BEAM
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(2) 16d EA. SIDE
TREAD
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w
P.T. 2x6 FULL HT.
z o $ w a 7 w
w o
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(2) SIMP50N A34
P. T. POST PER PLAN
(2) SIMPSON A34
P. T. POST PER PLAN
- FLIW STAIR INSTALL i/2"
=
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I
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2x TRIM PER ELEVS.
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CRIPPLE EA. SIDE
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6 MIL. BLACK V. B.
cV FRAMING ANGHO
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6 MIL. BLACK V. B.
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(3) 2XI2 STRINGERS
i
1/4" GAP
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SINKERS ®4 O.G.
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16d ® 2X4 THRUST
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/ 2" FROM EDGE
TO 24" BELOW BEAM
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u: �a �k' v' �' z
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BLOCK NOTE: GREATEST AND LEAST TREAD
RISER SHALL NOT VARY MORE THAN 3/6"
:..�
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i
"
BEYOND 24 USE
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o � � z < _ iFo
� vi 15 g w b m 0 w z z
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(PER IRG R311.7.5.1 8 R311.7.5.2)
POST
PER PLAN
I
1 ROW 16d NAILS
6 O.G.
w w m a o <m o a
_
w is m o a- �
PER PLAN
L
(5) 8d TOE NAIL STRINGER
o
w�� o a o
a°zw�Q°d
TO THRUST BLOCK
SCALE : I" = I'-O"
SCALE. I" = ['-Oil
JOIST OR BLOCKING ® FLOOR BELOW NOT TO SCALE
SCALE ; I" - I'-O"
CA
I I SOL T D OOT11`lG
2
GOi�ITI NUOUS SOOTING
3
INTERIOR STAIR"'-- fiZ
4
TYPICAL I GAL. 4X I O HEADER
� SEAM VET A%I L
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INSULATION PER PLAN
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PER PLAN
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SHEATHING
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2 LAYERS GRADED
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BLD6. PAPER WEATHER
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RESISTANT BARRIER
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CORROSION
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RESISTANT (6ALV)
METAL LATH
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"'
ADHERED STONE VENEER
ADHERED STONE VENEER
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r
TYPE
MORTAR JOINT
TYPE "N" MORTAR
L
SEATIN6 BED
PER PLAN
TYPE "N" MORTAR
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26 6A 6ALV. CORROSION =
SEATING BED
< d
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RESISTANT VEEP
SCREED -OVERLAP BLD6.
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Z 404
PAPER -LATH TO COVER 1
��N��
TYPETERMINATE
44
;
ON FLANGE
_
MORTAR
MORTAR JOINT
" • e a
r ' .
FOUNDATION WALL � tl
°
� <
#,■�j/f—y■,
40 MIN. (SCREED TO 6RADFa •}� °
2" MIN. (SCREED TO PAVEMENT)
11
OPT. VENEER BLW. GRADE
4
CONDITION - P.T. PLYWD
CONC. NAIL TO FDN. WALL
v•
Q
NOT TO SCALE
JU
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NOT TO SCALE
A
ADHERED VENEER O/ CONCRETE
/
6 ADHERED �Nf=ER - 0/
5HEATH I N&
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14
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cy
DESIGNED BY DATE:
TG Igaa
DRAWN BY: DATE:
MOM
-
PROJECT MANAGER:
GH,4RLE5 PATTON
JP D BY 3/I DATE.
A 2
".
JP g/22/14
AO 3/6/15
LATERAL BY DATE:
LATERAL JOB NUMBER:
015-405
,.
`��
Al
ANW WOODINMLLE OMCE
Ru i:xiia n-EPAF-
s ., ry.
JOB NUMBER:
I6
I�
IS
I�i
0
1501217
$ i�100 I�MIN� NO S: If the Bu>lding Inspector <s unable to 21-0" IQ'-6"
' j gl-0u a:�:: 2:-0:: 4= U 1 � 9
verify the setbacks due to topography ;
IQ
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 " 11 ' a
�/•� CONDITIONS PRIOR TO CONSTRUCTION. and/or excavated soil, a survey by a Q -3 I I -I 4 -2 U)_..
�,,.,.
2'-V" Washington
State licensed land
2. ALL FLOOR JOISTS TO BE 2XIO HF#2 a 1611 ON CENTER "
14 OH surveyor will be required prior to the '7 x14 SCREENED B �'�i �>Q � �
52 UNLESS NOTED OTHERWISE (U.N.0) OVER MAIN FLOOR. foundation wall inspection.
FOUNDATION VENTS 5 •,. W
3. ALL BEAMS TO BE 4x10 DF#2 U.N.O. p (l0)7IRED A7
GqEND 4. PROVIDE 50LID BLOCKING OVER 5UPPORT5. _ n�,
;ry M
S. PROVIDE FIRE BLOCKING ®ALL PLUMBINGy
i 7 i '.�' -' dam' a < a
D.S. '= PENETRATIONS. � ..
iv ®33,6. PLUMBING AND MECHANICAL FIXTURES ARE DASHED.
■ INDICATES 4X4 POST (4X6 AT BEAM SPLICE).PL ®18'-2" A.M.F. ', � 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
p TREATED.=oa�maglYz:ox
R� Q. ALL FASTENERS AND HARDWARES FOR �V I Q w v z a `� 5,W
'fY S
ARTIAL GABLE END I' PRESURE-TREATED WOOD SHALL BE Z-MAX HOT -DIPPED -
_ _ D.S. GALVANIZED (&W) OR STAINLESS STEEL OR MEET ASTM ' a
x .. �-N �a�-zQw
max; 3:i2 3:12 A 155 OR A 655 STANDARDS. R-1-` "` wo o - w
O 10. SEE SHEET AI FOR ADDITIONAL NOTES.00
® 3O �< 2.f 11 i O _ _ t,1o�aNOQawZ
N y Q , 2 - IL`'!mORCL zw��i-n
PROVIDE MIN 7r p[ 2X6 @ 24 OC TYP
- -- -. --•-= - . --�`: � _ N Y Nci�irag�l�-ii=i�a�
2x6
I �atn UH O 14 � _ m
ACCESS INSULATE Hardware and fasteners m N {• l _ t- o i a a _ z
O t 52 ! I <wv:Uo 0
4 WEATHER STRIP .. T ,
D.S. - contact with preservative- p r. m 5 O z z
T.O.BEAM ®�!'-I" A.M.P. I ! N w� a 0 o F a m Z Q
LLI
treated wood shall be of N I �- 4x4 POST TYP Lp ' o Q z z
1 PARTIAL GABLE END hot -dipped zinc galvanized F' 4x6 P05T TYP p - w o o U
Q steel, stainless steel, silicon 1' 5LAB ON -- ®BEAM SPLICE , O - . , ,,, • • Qa z W 2 a ° a a
q_= ;; 1 -bronze or copper. i t
13 . �{ == �_�_. Q rVL
=N
y�r - IRC R317.3.1 ( O
w 14" GONG. OVER 4 I I
52 I \ ¢J I _ M1 IBC 2304.9.5.1 N t -6 MIL (BLACK) V.B.
- Ar\I'` i OVER 4" GRANULAR FILL 52 - I , . I = O
1 STUB OUT #4 24" .. ;l SIM r2I
.o z
:E ' • LONG ® 18" O.G. LUcn
-_
1 ;1 52 C4 W J
------.'-- .-- -- Q O 0 z N Cr
e �}
2_0111
Soil bearing verification is subject to , p A _ " , _ :: I o 0 Co
t:JI- xl2 DF#2 inspection by the Building Inspector 51� l�G V w `I
4:12 - I � tV
Fl I I prior to the placement of concrete. If MIL BL Y.B. I , I d ! ' , . ;0 �^,
LXJ tu CRICKET •ram. txV the Building Inspector finds that the N 1 .a I :n
--- N aQ
X soils are questionable to support the 1: z
pp r
<a , I www
A ®� Q N 4x{2 DF#2 specified q load bearing pressure, '°` %� � Z
3=12 3:12
verific, tion b
A7 A7 I 4 1 0 I O v OC I O > W u°C.
-- N�Z I RIDGE , a Y a geotechnical 2XI0 J ®I6" O.G. - - •d I,- � engineer will be required. 2<t FJ ® 16 O.G. O -J
r �l It
a
L'"J OST DN 2 10 FJ 0 1.61, O.G. 2XI FJ ® 16" O.G. - u' 1 0
Y� 1 z
tfi TO BEAM i t__ Crawl space ventilation openings
cxV BELOW Anchor bolts shall be at least /z -inch z
�•5• shall not be less than 1/300 of the area _O
CRICKET-1-x in diameter and extend 7 inches into
_
j-
!-__ � I ! N - ,concrete. There shall be a minimum of the space ventilated. Required �
LE
O openings shall be evenly spaced to - IN4x12 DF#2 of two bolts per plate, with one boltwithin 12 inches but not closer than p p
_ ? "x{O" AF50 ROOF J side may have no openings. x The use
,, _ sev€;n bolt diameters from the end of of wood or metal louvers can reduce'
JACKS (I) REQ`D ® - . - -
.( the date. The bolt spacing shall not
LOWER ROOF the net free area to below that I Q I N
L y U1 \ - - exceed 6 feet o.c. and shall have a nut N !
O required - see G2407.10. ILO
N and 3"x3"x0.229" washers unless O 36">a a
q i IRC R408.2 _
Q l `a; I 11 iI11 eng:l:eered. - - 6
•V-
- - I O m Lx J :'.F\ 1, , r\
---- - - --- --YI - E6 • OH IRC R403.1.6
N I - -- -------
�sts shall have not less than 1.5 1 = I _ 24" * =
-,.,lies bearing on wood or metal 2'-O" = 10'-6" I O `� O 3
! i
and 3 inches on concrete. Joists
524/y W - -
O I m 52
PL 0 W-I" A.M.F.
PL ® IS'1-2" A.M.F.
f-1
'i"AON AF50 -►�_
ROOF JACKS
2'-0°
S) REO'D
UPPER ROOF
ton)
PL IS'-2" A.M.F.
'�4/
1 r %l
L'JR
V
4 -
N • /
I I JU
::• I I STEP STEM 51
_ w small en prevented from rotating to 36" WALL STEM
the ends and at intermediate _ -
'�?- OC d h
support b
1-0
suppy approveangers, 2 Q
inch nominal blocking or '
PARTIAL GABLE i j a tachment to a rim board. , N N '. `, • , N -� •°�
IRC 502-6/502.7 IBC 2308.8
11511 -:'1-6 I -6-10 52 2 -0 1,PANEL
14 Footing drams are required around I
_ concrete/masonry foundations that } 2X) FJ ® 161, O.G. j
1 L' 52 y v retain earth and enclose habitable or GONG. STOOP
I I Vertical rebar m_ust be usable spaces located below grade or
1 Q1 '�4" DIA STEEL
hooked and tied in placegrade,
at for crawl spaces when a minimum 6 I • BOLLARD S.
time of footing inspection. ii?ch slope within the first 10 feet of ' "
amtarn minmium foundation wall >!s not achieved.
I clearance to earth, I -lit to ; A` separate footing drain inspection by 5:
MONO GABLE END D.S. _ - • " '
3:12 312 1 formwork for reinforcement. L!�
the Building Inspector is r +.. ' ' . -• : ' - '
equired. t r
kq I R403.1.3 R404.1.2.3.7.4 IRC R401.3 IRC R405.1
4.12
Slab -on -grade floors shall be a minimum 3.5-inch thick
RIDGE P RIDGE' I 7� } concret< over -it 6 trail vapor barrier and 4-inch base of 52 '
cA There
--. -.
1 N- � O •-v:� :.4:: 1 ® I sand/gravel/etc,' e shall be a thermal -break for slabs I
m Q lu N 13 inside a foundation wall, and 'if the slab is less than 24" •; - SLA13 ON G 1�
W _ WNP Ip 52 below the exterior, ade 24" . "
J gr , ,, wide R-10 perimeter 4 CONCRETE OVER N
! ]✓ _ O insulation ;must be provided Slabs used as a ~ u-
i�t p - p part of a 4" GRANULAR FILL, •1l-- °
.\\' W�. (� N 1 hydronic heating system shall have R-10 insulation = : r SLOPE 4" TO O.H. DOORS O
o provided throughout the entire slab area. O ; ' .-. r .z W
412 IRC R506 WSEC ;2402.19 WSEC Table R402.1.1 ...t
1+ I 52 1 PL ® Q'-1" A.M.F.
O I _ NOTE: SEE 'S' SHEETS FOR _
I%X� ROOF �i�M I NG NOT�5 : _ ' LATERAL INFORMATION 4
PL ® I8'-2" A.M.F. PL ® IS'1-2" A.M.F. 8 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMEN51ON5 4 _ . ENGINEERING DETAILS ,
52 CONDITIONS PRIOR TO CONSTRUCTION. :
2. ALL BEAMS 4 HEADERS TO BE 4x10 DF02 U.N.O.
! = 5. PROVIDE VENTED 5L.00K10 t9 OVER SUPPORTS. t;'• • ' = - z 's f- ` 5152
4. BEARING WALLS ARE 5NADMI . 36"4 .. 36"gyp
D.S. S. WINDOW HEADERS ® T-10" ABOVE FINISHED FLOOR ® MAIN V -
it �• '•p ..s:' v,• 'r� f t .i•' t i F `1,6'-t r ,r a-_.•
fig=FLOOR U.N.O. WINDOW HEADERS ®6 -10 ABOVE FINISHED x
&ABLE END D.S. I GABLE END I GABLE END FLOOR ® UPPER FLOOR U.N.O. _ _.
6. ALL TRU55E5: I - STEP STEM
4•
14 2'-0" 21_0.1 * SHALL CARRY MANUFACTURER'S STAMP. 121 / 11 17-6 '-0" 52 s 12'" K-•L•- '-O"
OH 52 OH OH SHALL BE INSTALLED 4 BRACED TO MANUFACTURERS -CJ
SPECIFICATIONS. 42'-011 21-O"
SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR
FRAMING INSPECTION. ,"I -.Oil OVERALL =
* SHAI I NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
Exterior and bearing wall studs may be notched <25% and DEPARTMENT APPROVAL OF EN67INEER5
01101 bored <40% of the stud width. Non -bearing wall studs CALCULATIONS.
may be notched <40% and bored <60% of the stud width. * TRUSS HANGERS SHALL- BE SPECIFIED BY THE TRU55
Any bore located <5/8" from the stud face is considered a ENGINEER.F ®U N D A T ION L A N -
notch. Rafters and joists may be notched in the outer 1. ■ INDICATES POINT LOAD 5UPPORTED BY (2) 571D5 U.N.O.
FRAMIN6 FLAN thirds of the s th LOT LINET SCALE: I/4" = I'-O"
.ROOF pan with a notch depth 1/b and a notch 8. GLULaM BEAMS TO BE 24F Y4 U.N.D. � STAKES IUI�S
SCALE; 1/4" = 1'-0" width 1/3rd the depth of the member. Rafters and joists Q• PSL BEAM TO BE 2.0E U.N.O. BE IN PLACE AT TIME OI=OUNDTI ON NOTES:
may be bored up to 1/3`d the depth of the member no 10. DF 4 HF BEAM TO BE #2 U.N.O..
Truss layouts showing girder truss/hip-master ter locations closer than 2" to each edge or to another bore. To plates 11. INSTALL SHEAR WALLS 4/OR BLOCKING IN ROOF FOUNDATION INSPECTION I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR
Access shall be provided for all under -floor spaces. are not permitted to change and must be followed o p p STRUCTURE BEFORE INSTALLING FINISH ROOFING. TO CONSTRUCTION. - -
p p correctly. If the truss manufacturer requests to change in notched or bored t and as the width must have a I6ga. 12 BOTTOM CHORD TO BE DESIGNED TO RE515T 20 P5F LIVE 2. ALL FOOTING5 TO REST ON UNDISTURBED SOIL.
Openings through the floor shall be a minimum of y q change, strap, 6 inches past and fastened with 8-lOd nails at each
18"x24". The access cover, shall be weather-stripped and part or in whole, the layout shown, they must contact the side of the opening. LOAD. 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED.
insulated to a level equal to the surrounding surfaces. architect/designer to insure that the structural design of the 13. INSULATION MARKERS SHALL BE PLACED EVERY 500 SF 4. SOFFIT, VENT 4 INSULATE CANTILEVERED AREAS.
building is maintained. If the la IRC R502.8 IRC R602.6 IBC 2308
Openings through a perimeter wall shall be a minimum of g • layout shown is changed, in AND SHALL FACE TOWARD ATTIC ACCESS PER WSEC 5. STEP FOUNDATION PER SITE CONDITIONS.
16"x24". part or in whole, the Building Division requires new 502.1.4.1 6. 1,500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD.
IRC R408.4 WSEC R402.2.4 engineering calculations and must approve the changes 14. SEE SHEET AI FOR ADDITIONAL NOTES. -1. PROVIDE A MINIMUM ONE #4 BAR AT THE TOP OF FOOTING PER R403.1.32.
For mechanical access see IRC M1305.1.4. prior to the installation of the roof sheathing. 15• SEE SHEET A2 FOR ROOF VENTILATION GALCULATION(5). 8. SEE SHEET Al FOR ADDITIONAL NOTES.
FOOTIN(Sr 50HEVULE
1500 P5F 501L BEARING CAPACITY
5YMBOL
SIZE AND REBAR
42"gyp
42"x42"x12" THICK
GONG. FTC, w/ #4 ® 1"
O.G. a/w. POST PER PLAN
Q , r
36N56"x12" THICK F,
GONG. FTC. W (4) $4
e/w, POST PER ", iLVDIJ1-
m
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DESIGNED BY: DATE:
N TG I�tQB
DRAWN BY: DATE:
C Ve IQgQ
lh PROJECT MANAGER:
CHARLES PATTON
JPY B-5/I6%12
JP Q/22/14
AO ?/6/15
Gs 6/5/15
I
LATERAL BY: DATE:
MEI (6/3/15
LATERAL JOB NUMBER:
015-405
All
ANW WOODINMLLE OFRCE
JOB NUMBER:
'NT150121
DEPAR'"
11SON101
8
r
I - �
2'-O" Iq'-6" 5'-O" a'-6" 1=LOOiZiZA1�11G 1�OT5: '
_ Vent all plumbing fixtures through r
Provide the ombustion air required �/� I. CONTRACTOR SHALL VERIFY ALL NOTES, ; n " „ W 0 $ ;'''
6'-O" 10'-O" 3'-b" : the roof per UPC 906.0 or with a 2 _O 24-6 a -6 2 -O
for the p per operation of the -° DIMENSIONS 4 GONDITION5 PRIOR TO Z
appliance(s) The minimum required ACCESS 15 REGUI FOR THE MASTER Provide outdoor air inlets in - CONSTRUCTION. loop vent per UPC 909.0 Air rn=
n , " , " , n V
B all habitable spaces. 2. ALL FLOOR J01575 TO BE 2XI2 HF#2 ®16° admittance valves are not permitted 6 -5 ? -2 5 -I I 5 -O $
volume per a standard method is 50 r� BATHROOM TUB PU (IF JETTED) AND IO ON CENTER UNLESS NOTED OTHERWISE ;unless first approved by the g
cubic feet p 1000 BTU/hr. Where THE TEMPERING V VE PER UPC, 414. A7 52 '
exhaust fa clothes dryers, and THE TEMPERING VALVE CAN ALSO BE IRC M1507.3.4.4 S.
$'I� TO 8E 4x10 DF#2 `Building Official under an alternate
INSTALLED AT THE WATER HEATER. method per UPC 301.2. A� 52,`
kitchen ven anon systems interfere 2 IG U.N.O. 1649 S.H. 164° S.H. a't
with the eration of appliances, -- 4. PROVIDE SOLID BLOCKING, OVER 11Jt
makeup air all be provided. Fuel- - -R_4 5.
SUPPORTS. MR
fired applia es shall not be located c o N ' _ S. PROVIDE FIRE BLOCKING, ® ALL PLUM$1N6 ' B =
in sleeping oms bathrooms toilet r✓' r ® 0 36"x60" v N p PENETRATIONS. = Nr
�� PROVIDE MIN
�wzz tJcns
QQ tAyU
�O�U 00 WVp
rooms or tora �e closets unless _ 1 = " "In
p g -�, �/ ® SOAKING TUB � N ' 6. WINDOW HEADERS ®'1'-10" ABOVE FINISHED � � � 18"x24" CRAWL
g Gam` o in „ 36 R40 W/z�orz--tnw�
specific inst Iation requirements are ' 1 N .fl FLOOR ®MAIN FLOOR 4 b -10 ABOVE 4 - HOOD VTO SPACE = o a X m g X IY z W 6
met. - ' _ _ � �� tV FINISHED FLOOR @ UPPER FLOOR U.N.O. 52 .0 IN5ULATE 4 ¢ w 8 o w a V) a ° o
ii- _ _ WEATHER STRIP U ~ Q F v: z a:
II2G G 240 G2407.4 G2407.5.1 �'► I i 1 a. 2 a O i - 7• ■INDICATES POINT LOAD SUPPORTED $Y A m TGH1�l _= o Z w Z a d
1X I x , f M5TR 13A O (2) STUDS, U.N.O. t j O Q f Z _ o_ _z Q w w
II+GC 3.3 304.4 304.5 I _ 68 " V 1 6• GUARDRAILS TO RESIST 200 LB5 4 IN -FILL I - og
TILE r x4 m V" v wop��o ti��
-- - �` O� = 2XI2 FJ O 12" O.G. 2 ®12" G. _ (`1 0 04 = w m Z'-
L N COMPONENTS MUST RESIST 50 P5F. R d �- c� o o z? v
:2 T o GI. GL.ULAM BEAM5 , TO BE 24F-V4 U.N.O. +
Domestic hwashing machines '� O= - - -
10 10. P5L BEAM TO BE 2.DE U.N.O.
- O N= w o � ao P o o 0
F� N s � Q w~
shall discha e indirectly through - 2P2�"x50" ATTIC - N vop MIN 52 ctt 1! II. DF HF BEAM TO BE #2 U.N.O.. _ - `� ` j 4 m W a a o W W = - �
ACCESS INSULATE Q _ to 12. ALL WOOD IN CONTACT WITH CONCRETE TO N . - \. `� - HDR z _
an air gapin at or above the t- -
g t d/ n : V i3E PRESSURE IREATFD. i g- Lo, v
flood -level f the sink or cn 1�1 WEATHER STRIP m o _ ll: " n ' n ' n n n Y - _ Z
i N O' O r 2 -6 3 -b 8 -O 3 -6 -4 5 -6 i o ►= z =
p, N 15. ALL FASTENERS;AND HARDWARES FOR O I N" m w v'v z
drainboard i o a waste receptor, a Q 6'_q n o(V PRESURE-TREATED WOOD SHALL BE Z-MAX �! w m Q a m o Q
e branch ttin on the tailpiece N 4 = HOT -DIPPED GALVANIZED (605) OR - _ = W a _ -_
g p o O = STAINLESS STEF.1. OR MEET ASTM A 153 OR - _• ' Q< O Q W E Q K p X
of a kitchen ink, or a dishwasher tt to - Q A 653 STANDARDS.
J --_--- O. z W r= M> W a W Q Q
connection food waste grinder. o� - 1 �� N ---- --- 2668
P 414.3 MST a �p 14. SEE SHEET Al FOR ADDITIONAL NOTES.
CARPET = _ _ _ PATIO I� d i ---- ----
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Hot
ater delivered from
publi
use lavatories, and all
batlit
fillers and showers
shall:
be limited to a
maxi
m temperature of
120
grees F. (bidets 110
F•},
he water heater shall
not
considered a control
for .
eting this provision.
UPC
408.
409.4 410.3 421.2
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HEARTH INSTALL PER
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=
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in I A 14'-0" '-O" 4--0" z 2'-4° J O 7„ L
- = ii-xv TJI no - ITsi evIizep
O I Na TJI 250 - IT52.3�/11.66 4°
m a - � � 3 i� G.O. -
�tt L.� � M L.�. _ N I O 2x10 HF/OF - LU210 _ -
CARPET m I 0 W -0 2XI2 HF/DF - LU210 6+ , -- - I 12XI2 FJ a I6" O.G. I 1 = >
o Ry 4 N Q 2 2A - Ira`' - g
O r ® �I7fi�M 2 - () O HFroF Lc.....Iv 2 X6 WALL N 2Xb WALL W.G.
1 I � O (2)2 I2 HF/D -- - L 42 i0-2 A _ „ n o O
CARPET o ' - 'J ,O OR HUG410 I I GOF Dt b tt = •-
`� w _ °j bXlO OF - HU610 OR HUG610 = 2X12 FJ a 16" O.C. , Y a- 4 1 1 �F �..1`l 1 6 o
&X12 OF - HUr-AI a? OR HU0612 `9 I CARPET IL i �- O
Nl 2668 ° * �t - 52 4 NOTE: m w 1 - �_ -- I 1 ! I la
NI 4 F 2468PKT p USE L55J 5ri.R=RIGS ® 5KEWED LOCATION, U.N.O. A yl r q MUI� fi�N1 2�6a O I - - - - _ I D
1 -) �i`t. HALF Hr?WD. - - - - - N �dlu
-
O +V ► _ �n o� X uo LOUVEF'.ED L - J J 6
i W) ---- o amsa. 2668 to 4 _
N R.4 S. _ provide one operable escape window in the basement and , ( 0 5.25XI1.25 P5L OR ry 6� 4
llowin N I FLUSH + 3
I BA5 %;t� N% in each sleeping room meeting all of the fo g ut - - - - -
NL-
G„ = requirements:
re
A I q 5 7 s ft (5 sq. ft. 2X12 FJ ® I b" O G 1 51
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50NU5 a I
CARPET I
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2020PIG 202°PIC,
2020PIC
!O
52
U OCRFLAN.
Smoke alarrris"s
all be installed in each sleeping room
P g
outside of each
eparate sleeping area in the immediate
SOpI E, 1/4" = 1'-0"
vicinity of the
drooms, and on each level (including
-basements and I
bitable attics) in new construction and in
Provide required makeup air
Carbon monoxide alarms shall be
existing dwelli
s when alterations, repairs or additions
in the ° laundry room.
installed outside of each separate
requiring a pern
it occur. Smoke alarms shall be hard-
Louvered '" ` ` doors or
sleeping area in the immediate
wired with ba
ry backup, and when more than one
openings/gnlles into other
vicinity of the bedrooms and on each
smoke alarm
quired within an individual dwelling
spaces may be used to meet
level in new construction and in
_
unit, they shall I
interconnected. Discuss exceptions to
the requirements. Other
existing dwellings when alterations,
the power s
ce requirements with the Building
limitations may arise if a gas
repairs or additions requiring a permit
Inspector,
dryer is installed.
occur, or when one or more sleeping
L
IRC
k314 IBC 907.2.11.2
IMC 504.5
rooms are added or created.
1 11
f�_1dn1A d"21AA7 o 1
IRC R315
13'-0"
E . An operable area of not less than • q• - P R
for grade floor opening) m I HANG ONE END 1 5 V I
I : ��_b" 2'-O° 2'-O" 'I 2'-0" 6,-0„ 52 2,-0„ 2,-0n O
4'-6„ 6'-0"
A minimum clear opening height of 24 inches ;� 56"x5b" MIN. LU
• A minimum clear opening width of 20 inches GONG. STOOP } I J
�� O' . Not more than, 44 inches between the finished floor I � /4" DIAM. X 46"H I
I -O opening. I -1 C, 1" ! GONG. FILLED 1 N6 IS " -
and the bottom of the clear p g 2868 11 IO�RD I 1 TIC FITTIl / I z
Escape windows located under decks or porches must = h 11 1 I THICK (M1NJ SbLI
p height to a and or court. O i I IN X WOOD DOOR OR i O
have a path 36 inches, m b Y I I ( 20MIN FIRE RATED '
R310 1 : 1I3C 1029 m 2 U2 D W ANKLE55 WATER I A I N Q
HEATER WITH MIN.
4 0.412 EFFICIENCY. 1 I 1
_ to the framing Q I
Prior: i 6 -O 12 - o
Q inspection, file building ; 1
�t must .,be dried in with a 6 I > ; _ A Q lu
minimum of roofing, 52 2XI2 FJ 0 I6" O.0 tie� ( �
_d1 and siding paper AI II = / ! I
W
vindows,
3
installed. N
N O
TANDEM � i � I ,� � �- CD a
Showers shall be a xninimum of 900 square inches and b
`r capable of encompassing a 30 inch circle. The showe - O� I 0 GAiZAG O
aa o N
2)F 4" GONG.
receptor shall have a finished dam, curb, or thresholdO A a f•-
between 2" and 9" above the top of the drain. The floor of
w -I } r m I C>n
the shower shall slope a minimum of/a�x and a maximum - O i OARpt6E NOTE: m
of/2". Lining materials for built-up showers and showe eV I I INSTALL g%," G.W�, ® I c°v 1 O ((�
t 1 1 N WALL5 4 POSTS. N t I 1 I I '
seats shall be sloped, extend upward 3 above the 52 i TYPE X 6.H B. ® 1 c`i d)
ED
_ horizontal surface, and over the top of the dam o 11 j I HOEILINISS 4 BEAMS. jjI I -
O threshold. Shower receptors shall be tested by filling wit N I ,n O I L_ _ _ - - - N
water to the top of the rough threshold while plugged a - d-
the drain. Protect the weep holes in the subdrain clampin N t I _ TYPICAL ram. a x I DESIGNED BY DATE
ring from clogging. _ ,., o in ! ® 51M. �� 1 52 DRAWN BY TO IDAB
52 UPC 408..5 - 408.7 I 1 LOCATION GWB Idtaq
6 PROJECT MANAGER:
O o - I GHARLES PATTON
FLOOR PLAN NOTES: 2 2°PIG 202 °PIG 2 2°PIG I - 3 JP D BY: 5/16% 2
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS 52 01/22/14
- 2 AO 3/6/15
PRO TO CONSTRUCTION.
WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES.
- GB 6/5/I5
S. EXTERIOR WALLS TO BE 2x(b STUDS 0 I6" O.G. U.N.O. II'-O" 1'-6" 4'-O" 4'-6" 41-6" 4'-O" 12'-6"
4. SOFFIT DOWN AREAS ARE SHADED. 4 ;'I" 4,-011 z
S. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
6. -15% OF ALL INDOOR FIXTURES SHALL BE HIGH-EFFICACY-EGUIPED PER
46'-O° OVERALL � tLATERAL BY DATE:
WSEC SECTION 505.1 j ` 2 3 ; `; MEI 6/5 1
'T. SPECIFY HIGH -EFFICACY FIXTURES FOR ALL OUTDOOR LI6HTIN6 NOTE: �SEEE "S' S�HME,ETTS FOR LATERAL JOB NUMBER:
ATTACHED TO THE BUILDING OR MUST HAYS PHOTO DAYLIGHT CONTROL FLOOR
015-403
ANDA MOTION 5EN50R PER WSEG SEC 505.1 MAIN PLAN
6. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. THE - „
FOLLOWING ARE NOT CONSIDERED HABITABLE ROOMS: BATHROOMS, 50ALE: 1/4" - ! -O
TOILET ROOMS, CLOSETS, HALLS, 5TORASE OR UTILITY SPACES AND
SIMILAR. NOTE
cl. RAILING a 56" A.F.F. w/ 16"A" PIGKET5 a 5" O.G. TO NOT ALLOW A 4" 1, A PERMANENT CERTIFICATE COMPLETED AND POSTED ON OR WITHIN THREEdia. SPHERE TO PASS THROUGH. FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY BUILDER OR REGISTERED
10. GUARDRAILS TO RESIST 200 L55 4 IN -FILL COMPONENTS MUST RESIST DESIGN PROFESSIONAL.
50 P5F (TYPICAL), 2. PROVIDE AT LEAST ONE THERMOSTAT FOR EACH SEPARATE HEATING AND
11. HI -EFFICACY FIXTURES FOR ALL OUTDOOR LIGHTING ATTACHED TO THE COOLING SYSTEM.
BUILDING OR MUST HAVE PHOTO DAYLIGHT CONTROL AND A MOTION 5. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL. BE SEALED. DUCT5 SHALL
SENSOR PER WSEC SEC 505.1 BE LEAK TESTED BY EITHER A POSTCONSTRUCTION TEST OR A ROUGH -IN TEST.
12. SEE SHEET Al FOR ADDITIONAL NOTES.
IS. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES.
AREA 5UMMARY
LOWER FLOOR:
O SP
MAIN FLOOR:
1445 S.F
UPPER FLOOR:
1145 SP
TOTAL. FINISHED AREA:
$240 Sr -
GARAGE AREA:
656 S.F
COVERED AREA:
52 Sp
ANW WOODINMLLE OFFICE
JOB NUMBER:
150121
i 1=
P ® UPPM
SUBFLOOR
N, P ® MAIN
SUBFLOOR
COMPOSITION SHINGLES OVER -
1/2" GDX OR O.S.B. OVER 151b
FELT OVER MANUFACTURED MANUFAC
INSULATION BAFFLE TRU55ES PER TURED
PLAN TRU55E5 T 2O.G.
VENTED BLOCKING '
12 12
2x6 STUDS I6" O.G. INSULATION \, \` \ 2x6 STUDS I6"- O.G.
1N/ R-21-INSULATION W/ R-21 INSULATION '
® FOYER a A BA FINISH PER ELEVATION
4x12 W/ OVER 1/2" GDX OR O.S.B.
4x4 BRACE 1/2" G.W.B. *Alt A OVER 151b FELT OVER
�TYP. ® WALL5 ®®®
2x6 TRIM -
aoao a❑ 1., , ,
P ® POPZB - i
FAMILY
5/4" T. 8 6. PLYWOOD _
OVER 2x8 FLOOR JOISTS
SUBFLOOR W/ R. INSULATION
POT 8 BEAM 6 MIL (BLACK) V.B. I
PER PLAN ORAAL. 5FACE '
BUILDINO
SCALE: 1/4" = i'-O"
COMP051TION 5HIN6LE5 OVER
1/2" GDX OR O.S.B. OVER ISIb MANUFACTURED -
FELT OVER MANUFACTURED TRUSSES ® 24" O.G.
TRUSSES PER PLAN
R-4�1 ATT I G
INSULATION
Lm M
MSTR BED
r :13RI DGE E30NUS
2x6 STUDS 16" O.G. ;
5/4" T. 4 6. PLYWOOD 5/4" T. 8 6. PLYWOOD W/ R-21 INSULATION
OVER 2x12 FLOOR J015T5
< . OVER 2x12 FLOOR JOISTS TYP. U.N.O.
W/ R-50 INSULATION `
FINISH PER ELEVATION
OVER 1/2" GDX OR OZ.B. ' y
OVER 15112 FELT OVER
r.
FAMILY ROOM
BEYOND
3-OAR TANDEM GAiAGE
5/4" T. 8 6. PLYWOOD
OVER 2x6 FLOOR JOISTS ,
W/ R-50 INSULATION
BEAM PER PLAN ' -
POSTS PER PLAN GI`1�J� `IJ.. St-G �6 MIL (BLACK) Y.B. -
4" GONG. OVER INSTALL P" POSTS.
® ,
,_ •' ' � 6 MIL (BLAGiU Y.B. OVER WALLS 4 P05T5. �" •.. .- -' r_ ,
TYPE 1XI G.W.B.
4" GRANULAR FILL CEILINGS 4 BEAMS.
SLOPE 4" TO O.H. DOORS.BUILDIN& SEC-710N
I '
SCALE: 1/4" = 1'-O"
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DESIGNED BY: DATE:
TO 19a8
DRAWN BY: DATE:
c7WB Igaq
PROJECT MANAGER:
CHAR L-5 PATTON
JP ED BY: 5/16%12
JP 01/22/14
AO 5/b/15
CGB 6/5/15
LATERAL BY DATE:
MEI 6/5/15
LATERAL JOB NUMBER:
015-405
Al
.,.
ANW WOODINVILLE OFFICE
JUL 2 J 2[ ,� JOB NUMBER:
I§LD'NQ OF -PAP, -WENT I50I21
I. FOUNDATION (HARVAA1 )
SCALE. 1/8 - 1-0
NOTE: TYPICAL MUD -SILL - P.T. 2x6 w/ 5/8" dia, x 10" ANCHOR
BOLTS a 24" O.G. w/ GALV. 5"x5"x1/4" PLATE WASHER.
PANEL.
DETAIL
5/S-2
SHEAR
; l ARE
PER DTL
2 _ MAIN FLOOR 5HEAR
NALL5 4 HARDNARE
SCALE: 1/6" = 1'-0"
�., ROOFFRAM I NCB
SCALE 1/8 - I O
> AREA
SOD ON
>d 0 44"
VC
STRUGTURAL" NOTE5 (M1Tcw.LL mcvi :miNcv)
DE516N IS IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUIL.DIN6 GORE (I.B.G 1-
INTERNATIONAL RESIDENTIAL GODS (ILO) AS AMENDED 13Y THE LOCAL BUILDING, DEP
UYE LOAM
LATERAL WIND owm Bt 85 MPWI10 MPH ftT)
SEISMIC - ° DESIGN GATAGORY D ( IM.0)
PER DESIGN GATA60RY D2 ( I.R.G)
FOUNDATIONS
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF.
ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 11-60 BELOW ADJACENT EXTERIOR
FINISH GRADE.
CAST-IN-PL.AaE GONOR TE
F'a a 9,000 PSI a 26 DAYS. MINIMUM 5-I/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A
MAXIMUM OF b-5/4 GALLONS OF WATER PER a4* SACK OF CEMENT. NO SPECIAL INSPECTION
REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT 5E LESS THAN 5 PERCENT OR MORE THAN
'7 PERCENT. MAXIMUM SIZED A06RE&ATE5, 15 1-1/2 INCHES,. MAXIMUM SLUMP 15 4 INCHES.
ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SEGURIED
IN POSITION PRIOR TO POURING, CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION WALLS TO BE 5/6 INCH DIpiMETER WITH I INCH MINIMUM EMBEDMENT
INTO CONCRETE AND MAXIMUM SPACINS OF Z FEET ON CENTER UNLESS NOTED OTHERMSE ON THE PLANS.
MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN b INCHES, OF EACH
END OI= THE SILL PLATE.
SINVO )RAL T11 3ER
ALL GRADE$ SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBM LATEST EPIT10N.
PROVIDE GUT KASHERS UNDER ALL NUTS AND WLTS BEARING, AGAINST WOOD. ALL WOOD IN CONTACT
WITH CONCRETE SHALL BE PRESSM TREATED PER RYA11VE TREATMENT NOTE. FA5TENM INSTALLS?
IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER I RC. SECTION 1101a9.
NAILIN6 SHALL CONFORM WITH I.R.G. TABLE R602.5(1) 4 R802.10 OR I.B.G. TABLE 2504q.1
ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELLOW=
2X STUDS HEM -FIR 02 Fb 0 850 PSI
2X FLOOR d ROOF JOIST HEM -FIR Fb a 850 PSI
4X EEAM5 DOUSFIR/LARCH 2 Fb 0 0-0 PSI
6X BEAMS DOU6-FIR/LARCH *2 Fb 0 850 Psi
COLUMNS DOU6-FIR/LARGH 02 Fb m &-m PSI
Ltd NOT NOTED DOU6-Fl1k4 AWoH 2 Fb a 850 PSI
MISCELLANEOUS HAN5ER5 TO BE SIM'SON OR APPROVED EQUAL. ALL HANGERS SHALL EIE FASTENED
TO WOOD WITH PROPER NAILS. ALL HOLES SHALL 5E NAILED. MACHINE BOLTS TO BE A 907.
ANCHOR BOLTS INTO CONCRETE SHALL BE 5/6 INCH DIAMETER WITH? INCHES OF EMBEDMENT INTO
CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE C 0MMON WIRE NAILS.
NAILIW SHALL BE IN AGGORDANCE WITH I.B.G. SCHEDULE. l6d COMMON NAIL DIAMETER -
( 0.162 INCH). LAMINATED STUDS SHALL BE NAILED At (2) ROWS I6d COMMON NAILS 0 6" OTC.
FLOOR SHEATHING
SHEATHING SHALL BE 5/4 INCH TONGUE t GROOVE, A.P.A. RATED SHEATHING. SPAN RATING, 48/24
WITH LAN& DIMENSION PERPENDICULAIR TO SUPPORTS. UNLESS NOTED OTfE:RW15E NAIL WITH
IOd COMMON NAILS AT b INCHES ON CENTER AT SUPPORTED PANEL EDGES 4 10 INCHES
ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE 6LU,UED TO
THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE.
ROOF SHEATHING
SHEATHING 5140LL 13e 'IA6" APA. RATED SHEATHINO. SPAN RATING 52/I6, INSTALLED WITH LONG, DIMENSION
ACROSS SUPPORTS. PANEL. END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES
WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
AArLL. SHEA WINS
SFEATAN6 SHALL E E 7A6" A.P.A. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR
AT SUPPORTS. NAIL PANEL EVOM WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES
ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWIN&5.
f=:MAN &6QM RED ROOF TRUSSES
TRUSSES SHALL BE PLANT FABRICATED OF DOUSLA5-FIRA ARCH OR SIR TRU55 MANUFACTURER
SHALL.'- SUBMIT SHOP DRAWINGS, AND CALCULATIONS STAMPED, SIGNED AND DATED DY A
WASHINcSTON STATE LICENSED STRIXTU1RAL E46INEM SUBMIT TRUSS SHOP DRAWINGS TO
MITCFELL ENGINEERING, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES.
:1A , GONVITIONS
THE CMI RACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL D15GREPANGIES
SHAD- BE REPORTED TO THE ARC441TWT OR EN61NE'ER. THE CONTRACTOR SHALL PROVIDE
ADEMATE SHORING AS, REQUIRED UNTIL PERMANENT CONNECTIONS, AND STIFPENIN6S
HAVE MEN INSTALLED. THE CONTTRACTOR $HALL VERIFY SIZE AND LOCATION Of ALL OPENINGS
IN THE FLOOR, ROOF AND WALLAS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING, DE'ARTMNT FOR ALL BLOC. DEPT. REQUIRED INSPECTIONS.
DO NOT 50ALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE
OR SIMILAR CONDITIONS NOT SHOWN.
RE1hEOEV,dW
T:
A) a 40AW P5.1. FOR #3 AND SMALLER
fy a 60ACO PS.I. FOR 06 AND LARGER
LATERAL RESTRAINT HARONAi?E
*MITCHELL ENGINEERING*
SYMBOL
HOL VOWN TYPE AND AMOUNTS
HDUB
SIMPSON HDUB. INSTALL 1-1/2" FROM CORNERS OR
`y
ROUGH OPENINGS, USE (20) 1/4" DIAMETER X 2-1/2" SDS SCREWS
5THD14
SIMPSON
I �'FE(CO�INSTALL
OINGS,US30) 16d NAILS.
MST48
51MP5ON M5T45. INSTALL PER
DETAIL 9 ON SHEET 52.
X
DETAIL AS SHOWN ON ARCHITECTURAL
PLAN SHEETS
XAk
52
ENGINEERING DETAIL AS SHOWN ON 'S' 5HEET5
- - - - - - - - - -
SHEAR WALL AS, NOTED ON 'S' 5FEET5
SCHEDULE
NAIL SPACING,
TOP/EOTTOM
SHEAR WALL
NAIL
HMM-FIR *2
DESIGNATION
SIZE
EDGES,
STUDS
PLATE
BLOCKING, REQUIRED
*/FT.
PI-6
8d
6"
12"
6"
YES,
210
PI-4
8d
4"
12"
4"
YES
510
PI-3
8d
5"
12"
5"
YES
400
P2-3
8d
3"
12"
3"
YES
600
PI-2
8d
2"
12"
5"
YES
525
P2-2
Sd
2"
12"
5"
YES
1050
I. Pi-1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND SOARD (O.SSJ ON ONE SIDE OF WALL.
P2- "1/16 A.PA, RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.5B) ON ONE SIDE OF WALL.
2. FOR PI-3, P2-3, PI-2 8 P2-2 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES.
3. NAILS SHALL BE 8d COMMON (0.151" DIAMETEW
4. WHERE PLYWOOD 15 INSTALLED ON BOTH 51DE5 OF WALL,
PLYWOOD JOINTS SHALL FALL ON SEPERATE STUDS, EACH SIDE.
S. ALL PANEL EDGES BLACKED WITH 2-INCH NOMINAL FRAMING, FOR PI-6 8 PI-4 SHEAR
WALL5, PI-5, 172-3, PI-2 8 P2-2 SHEAR WALL5 REOUIRE 5x FRAMING, MEMBERS AT PANEL
EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A.
RATED SHEATHING. SPACE NAILS @ 12 INCHES ON CENTER 0 INTERMEDIATE 5UPPOR7M.
6. 5/8" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG 5PAGED A MAXIMUM OF 24
INCHES ON CENTER. 5/4" DIAMETER ANCHOR BOLTS SHALL BE 12 INCHES LONG, SPACED
A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE
5" x5"xI/4". 1t WASHERS TO BE GALVANIZED OR STAINLF55 STEEL.
9. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT 51ZE5, SPACING, PLATE NAILING,,, E ,, 4
6. @ PI-5, P2-5, PI-2 4 P2-2 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUD411C5;
NAILING SHALL BE 5TA66ERED PER FOOTNOTE (1) OF I.B-C. TABLE 2506.4.1. 20
BEE SHEET 52 FOR LATERAL DETA I LB ',L0?, C4
niTY c�
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DESIGNED BY: DATE
TG IgaB
DRAWN BY: DATE
c7m 1 alai CI
PROJECT MANAGER*
CHARLES PATT�jON
JPSED BY
3/16/ I2
JP
9/22/14
AO
5/b/15
GB
6/5/15
LATERAL BY DATE:
MEI 6/5/15
LATERAL JOB NUMBER:
015-405
F5
ewift a
z� 2
ANW WOODINVILLE OFFICE
JOB NUMBER:
�d
1�012�
s
FRAMING 4 FOUNDATION
DIMENSION
a b A
SHEAR WALL PER PLAN
4 SCHEDULE
BUILDING LINE BEYOND I
a a v
12
SHEAR WALL PER
PLAN E SCHEDULE
~ Z
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER 2x STUDS PER PLAN
I
�-� -"-�;
W�Q 3 .
OVER SHEATHING PER PLAN_
m v p ; `
2x STUDS PER PLAN
7
Z - FLASHING MUDSILL / A. BOLTS
2x STUDS PER PLAN
WPER FOUNDATION PLAN
TRIM
OPTIONAL „
GARAGE SLAB
14
"I t�; T' =
4+ �� �F Mk L
I&d 0 6t, O.G.
(VERTICAL
4 GONG. SLAB OVER
r�n,r MAX. SLAB TO GRADE 6 MIL (BLACK) V.B.OVER
r0 MIN. WOOD TO 501L 11
' a " °n ° . " - • .
• •d • < a
1
Q .; r.pt CTI-I�r�
P.T. 2x6 w/ Y�" dia. x 411 R WALL PER
EXPANSION ANCHORS PLAN r€ SCHEDULE
w/ 4"
HOOK ® FOOTING
4 GRANULAR FILL
1i 11 .
(I) #Q BAR CONT. MAX .. e
• - ,q < ° _ ° . < °
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°
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a �� a
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b ® P.T. 3x10 ri/ 51Mf'S0N
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a z
BOLT EXPANSION
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QF�,z �,
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TIGHTL INE"\\ , \ ql
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STORM DRAIN Il <
p 'o IF REQU\RED / \\\\\\�
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TURN DOWN SLAB -� I I _I I I (—I 11—
1
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11
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PLATE WASHER
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a _
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(2) #4 BARS CONTINUOUS — • q °q I I
I+>� A _;
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..
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Wo�Na�aoa��
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I r =� '€141 _''a _ - __
1
SHEAR WALL PER
PLAN SCHEDULE
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o o
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0 '� l� (2) #4 BAR CONTINUOUS
j
-� ? �: _ ;
PER PLAN
a W = o au)
Z' W 0 o o a m o a
" °• ' ? Q 11
4°4) PERF FND. DRAIN
CONT. FILTER MEMBRANE
_ t
_ 9
#4 BARS a 10 "
w F
<oa
4"d+ PERF. FND. DRAIN w/ L 4" L 5" L 4" L
"SOCK° AROUND PIPE
w Il�t ICI,
-• - '°�
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PER PLAN
Wa�aoa�
a z w X m> W a w a a
OONT. FILTER MEMBRANE SCALE : I" = I'-0"
"5OW AROUND PIPE
I 8" GARAGE FND. KA LL
2 T�1 I GIG 1�1 D SLAB ®o.�+. DooR
5 SHEAR ^' PANEL � GARAGE
3A LATERAL. DETAIL
55 LATERAL DETA I L
8
�--
v) �
_
J FOUNDATION
r C z
V I."L.I v
PIMEN51ON
2X STUDS PER PLAN
°00 o @ f OLDOWN
o
DIMENS1ON
2X STUDS PER PLAN
PIMEN51ON
2X STUDS PER PLAN
W ^
SHEAR WALL PER PLAN
4 SCHEDULE BATT INSULATION PER PLAN
o 51MP50N HDUS HOEDOWN
o° o
SHEAR WALL PER PLAN
4 SCHEDULE BATT INSULATION PER PLAN
INSTALL I/2"
BAIT INSULATION PER PLAN Gy�j,$•
SHEAR WALL
PER PLAN
_
U
FINISH PER ELEVATION OVER BATT INSULATION PER PLAN
15 LB. BUILDING PAPER
o o S. .S. Y4" dia. x 2 Y2
° S.D.S. SCREWS
o
FINISH PER ELEVATION OVER GATT INSULATION PER PLAN
15 LB. BUILDING PAPER
GATT INSULATION PER PLAN Ibd ®4 O.G.
Z N a
J� 0
OVER SHEATHING PER PLAN 3/4° T.6 G. PLYWOOD 50BFLOOR
GLUED 8 NAILED
° °o
°o °
OVER SHEATHING PER PLAN T.4 G. PLYWOOD SUBFLOOR
GLUED $NAILED
5/4" T.$ G. PLYWOOD
SUBFLOOR GLUED 4 NAILED
8d ® 4" O.G.
F3/4"
Z U"
Ibd ®4" O.G.
16d ®4" O.G.
16d ®4" O.G. BLOCKING,
Z - FLASHING
Z - FLASHING
WOOD TRIM
OPTIONAL
Ibd
FLR. J5T5. PER
WOOD TRIM WA55 ®
OPTIONAL 12" O.G.
ASS ® tt)
12" O.G. l�
FLR..1ST5.
ap
,�/own
TOE -NAIL FLR. JSTS. PER PLAN
®6 O.G.
PLAN/DETAIL
16d TOE -NAIL p� R. J5
®6 O.G. PER P �
q GONG. SLAB OVER
PER PLAN 6 MIL. BLACK V. $. O
I.L°D
o�
Z �'r
MUDSILL / A. BOLTS
� o ._� TIGFfTLINE ° � - a PER FOUNDATION PLAN
�� MUDSILL I A. BOLTS
1 o TIC -MINE °fir 4 PER FOUNDATION PLAN
MUDSILL / A. BOLTS PER d 4" GRANULAR FILL
FOUNDATION PLAN I I ° ' • • .: a If `
FLR JST
PFR PLAN
Z ? v W
Z L- CC
� STORM DRAIN I
a z
u .fl STORM DRAIN I
a ..
• 11 61. •° 0q q - •
> 0U. LL
a IF REQUIRED 4 MA#X4 BAR
BELOW z
S / A•�L�I q TOP OF FND WALL
z \ \-
//� `
° q.° 11
d' S1MP50N /g dia. X
5455TB54 ANCHOR
IF REQUIRED , I i it ° M 6' BELOW z_
/ �tl d TOP OF FND WALL
S . \ \ ° '-
- �/� `
z (I) #4 BAR CONT. e II J t __ _ _ _
- MAX 6 BELOW TOP ° ��° —I 11=III=I I 1=I 11=I I=III (
_ OF FND WALL ..
I I=III=III—I I i—_III—
A35 ®
i 16 O.G.
J
a 0
z
_
- / ! . -
z f BITUMINOUS ��\, / °. #4 BAR VERTICAL a IS O.G.
0 pp,MppRO 1x6\/ 4 HORIZONTAL ®IS" O.G. `t
w
° q
��\// =
}� , a - -
z BITUMINOUS ��\ / ° �: ° #4 BAR VERTICAL a IS O.G. 41
Y 0 DAMPPROOFIN�,� 4 4 HORIZONTAL IS O.G. d
m TOP OF FTC..\
- " 1 =III=i
�_ d #4 BAR VERTICAL ®18 O.G. '° �=III=III=III—I i —I 1' z
41 HORIZONTAL 0 18 O.C.—I �' �
° -
- I—III—III-
(5)Ibd TOE-
NAILS PER
BLOCK -
400
�• I °
• TO FIN. GRADE ,� 6 MIL. BLACK V. B.\\�/
�/ 4° a
��..
j 6 MIL. BLACK V. B.
TO FIN. GRADE-7� I
_
6 MIL. BLACK V. B. 6 I —� D MMPPROOFING -
T
Ail ° " d
0"
FND. WALL
• d: °
_ °+l ° a d •
TOP OF FTC.
_ 411HOOK < " ° J1 ° • ° TO TOP OF SLAB
` °-
INALL
SHEAR. PER PLAN
a . _ A (2) #4 BAR CONTINUOUS
d
a PER DETAIL 4
a i - • .
°
dJ i�= (2) #4 BAR CONTINUOUS
: q °
51' GLR. a. .q (2) #4 BAR
CONTINUOUS
OR HDR.
a
a
ij.\
,a
. °
�f4n
_
L 41141 H0'0<.0 11=71
k
v I' I SCALE . 1 " = 11-O"
• i•
411) VII T1
1
►t L
SC� -O
O"
SCALE I" - I'-
.�
a" FND. YiALL
4A) LATERAL DETAIL
5 FND. YNIALL
6 8" FND. HALL a GARAGE
7 SHEAR TRANSFERJv
�
'
n+Y
SHEAR WALL��
PER PLAN
5
.� k
, ''1�;`�'i
I
Iva I
SHEAR WALL PER PLAN
8 SCHEDULE
SHEAR WALL
PER PLAN
No
Ibd
G
la);,1,��'
FLOOR JST TYPE 4
Ibd ®4" O.G.
V J
®4" O.G.
�'�} / [a-
Cr°� y�,�,f� } �
� �� �•
DIRECTION PER PLAN
�
ad 0 4" O.G.
��
A35 ®12 O.G.
r
�-�•-�
r'i
ill}"f�lYs4�
N
N
�-
CD
FLOOR JOISTS
PER PLAN
�
FLOOR J5T5
PER PLAN
4'T� NAIL
�
�lf�
, i
. Iwat�c�� �..1 �/� � I � �
- \�a. ItBwc� 1-1>~',tom'
Ibd TOE -NAIL
! 6 O.G.
"
A55 ®
+
I _ !� �'w� tJA
��� • / �
/-fit. �' r � ��
O
tc�' I
-
w
• 41,4e... 2
MST 14OLDOM PER PLAN
Lu
SHEAR WALL
PER PLAN
-�
_ _ y _
_
SHEAR WALL
PER PLAN
M
.-.�
QL
OR HDR
-
DOUBLE 5TUD
r
SCALE . 1" - 11-011
—V
®HOEDOWN
NO SCALE
SCALE , i" = I'-011
�•-
8 SHEAR TRANSFER
SA MONO TRU55
8B MONO TRU55
� TO FLOOR - STRAW
Y�IAL.L
l o SHEAR TRAN5r-�ER,
m
v
�
'1/16" PLYWOOD SHEATHING
N
BATT INSULATION NAILED w/ ad NAILS ® 4" O.G.
PLYWOOD ROOF ad ® 4" O.G. TRUSS
DESIGNED BY: DATE:
SHEAR WALE
PER PLAN it SUPPORTED PANEL EDGES
ROOFING MATERIAL PER
SHEATHING
PER PLAN
TRUSS ELEVATION OVER BUILDING
TG
LOW ROOF
PER PLAN PAPER 4 SHEATHING
DRAWN BY: DATE
GWB Ig99
OMIFOR
CLARITY TTED
ad NAIL ® 411 O.
.G
EXTEND 12" ABOVE
INSULATION WITH 1 1/2"
PROJECT MANAGER:
CLEAR AIRSPACE
GHARLES PATIO
16d ® 4" O.G.
FLOOR SHEATHING
VENTED 2X BLOCKING
YV/ (5) 2" VIA HOLES
"
REVISED BY DATE:
JP 5/16/12
ad ®4" O.G.
PER 24" O.G. (BLOCKING
TO TOUCH TOP PLATE)
ON GABLE TRUSS.. NAILED
W/ 8d NAILS ® 4" O.G. SIMPSON A55
A q/22/15
AO 3/6/15
FASCIA BOARD
YV/ ALL EDGES $LOCKED ® 24 O.G.
GB 6/5/!'✓-
PER PLAN
16d TOE -NAIL
FLOOR J51,5
PER PLAN
5" CONTINUOUS
L550 O 24" O.G. (BIRD ETAL
GUTTER
Ibd TOE NAILS ®6" O.G.
® 6" O.G.
BLOCKING TO TOP PLATE) \
i
LATERAL BYDATE:
MEI 6/5/IB
X�
LATERAL JOB NUMBER:
A55 a
12" O.G.
16d TOE NAIL i FLOOR JOISTS
8d NAILS
GABLE END WALL ®
RAKE WALL. FULL _
015-4-05
® 6" O.G. �X� PER PLAN
-
411 O.G. (SHTG
SIMPSON HI CLIP TO BIRDBLOGKING)
HEIGHT STUDS SHEAR WALL
OR }{E,�M
SHEAR WALL PER PLAN A55 ® 12" D.G.
® EACH TRU55
��
4 SCHEDULE
OR HDR
OVERHANG
PER PLAN
IF GABLE END TRUSS 15 DESIGNED 11-71�
FOR LATERAL FORGE OF 3500#,
� + Y
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SHEAR WALL
PER PLAN
AR
SHEWALL PER PLAN
OR HEADER FINISH PER ELEVATION OVER
PLYWOOD DOES NOT NEED TO
END
JUL 23
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15 LB. BUILDING PAPER
EXTEND UP GABLE
zv >
OVER SHEATHING PER PLAN
SCALE I" = I'-0"
NO SCALE
BAIT INSULATION PER PLAN
SCALE; I" = 11-011
NOT TO SCALE
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ANW WOODINVILLE OMCE
JOB NUMBER:
"
I I SHEAR TRANSFER
12 LATERAL DETAIL
13 FLAT GE I L I N& 4 SAVE
LATERAL DETAIL
150171