HomeMy WebLinkAboutPlan 012090 GR Elev B 2021 code Yelm 07-17-2025WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCESS, DO NOT SCALE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES
AND THE PROJEGT STRUGTURAL ENGINEER PRIOR TO
GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND
NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJECT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUCTURAL
ENGINEER CAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE GONTRAGTOR SHALL AGGEPT
FULL RESPONSIBILITY FOR THE GOST AND TIME
REQUIRED TO REGTIFY
D R CTOR
Al
- FRONT/REAR ELEVATION IIAII
E31
- FRONT/REAR ELEVATION 11511
GI
- FRONT/REAR ELEVATION " "11
A2
- SIDE ELEVATIONS ELEVATION ''All
E32
- SIDE ELEVATIONS ELEVATION I'B'I
G2
- SIDE ELEVATIONS ELEVATION
A5
- FOUNDATION PLAN
A4
- MAIN FLOOR
PLAN
A5
- UPPER FLOOR PLAN
- ROOF FLAN El EVATION
Al
- E I
LD I NG SECT I ON-M I NOTES
E
- ELECTRICAL PLAN
EN I -EN5 - WSEG NOTES
aOL';)E I NP® MAT I ON
CONSTRUCTION TYPE: 55
OCCUPANCY: R5, U (garage)
2021 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS
2021 INTERNATIONAL FIRE CODE
2021 UNIFORM PLUMBING CODE
2021 WASHINGTON STATE ENERGY CODE
2021 INTERNATIONAL MECHANICAL CODE
CONSUL-TANTS
,ARCH 1 TEGT
MWJ HOMES
I ci515 NORTH CREEK PARKWAY SUITE 514
BOTHELL, WA -518011
PHONE: (425) 65a-4854
STRUCTURAL ENG 1 NEER
RB ENGINEERS
1512 2nd STREET
KIRKLAND, WA cib055
PHONE: (425) 522-5009
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED, PAINTED OR
CEDAR.
2. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
B. GLAZING PER STATE ENERGY CODE.
4. PROTECTION FROM DECAY 15 REOU I RED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
2" ABOVE GONGRETE STEPS, PORGH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES
EXPOSED TO THE WEATHER
S. REFER TO ALL ELEVATIONS FOR
TYPICAL NOTES.
6. S.G. = SAFETY GLASS
FLASHING NOTE
APPROVED CORROSION-RES 1 STANT FLASHING
SHALL BE APPLIED SHINGLE FASHION IN SUCH A
MANNER TO PREVENT ENTRY OF WATER INTO THE
WALL CAVITY OR PENETRATION OF WATER INTO
THE BUILDING STRUCTURAL FRAMING COMPONENTS
THE FLASHING SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR WALL FINISH. APPROVED CORROSION
RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION W 1 TH FRAME OR STUCCO WALLS
S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
METAL GOP I NGS AND SILLS
4. CONTI NUOUSLI' ABOVE ALL PROJECTING WOOD TRIM
S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH
TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME
CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTING
BACKGROUND PER I RG S 1 ci.1
ASPHALT COMP.
SHINGLES
METAL FASC I A
GUTTER
BOARD AND BATTEN
S 1 D I NG- I X5 BATTENS
(g) 12" O.G. W/
HARD I E-PANEL BEHIND
L\21h.- ��� \1
12
01
r-FkONT r=L-r=\/AT 1 ON ''A'-'
SEE C7ENERAL NOTES SCALE: 1/4" = 1'-0"
fR,,r=AI\ r=Lr ll ATI OIL, 11A11
SEE GENE'_RAL NOTE=5 SCALE: 1/4" = 1'-0"
HEIGHT OF STRUCTURE
5
/4 x 10 BARGE
- BOARD W/ I XS
AT GABLE ENDS
UPPER FLOOR P.L.
5
/4 X 4 WINDOW/
DOOR TRIM AT
ALL ELEVATIONS
FIN. FLR. UPPER
MAIN FLOOR P.L.
HORIZONTAL LAP SIDING
I X 4 CORNER 1
PIN. PLR. MAIN
ER FLOOR P.L.
FLR. UPPER
N FLOOR P.L.
FLR. MA I
SQUAR'E: �OOTAGE:S
UPPER
1255
TOTAL_
20cf O
C�ARAC�E:
4-74
G0NE=51"E=D
8a
PORGY
PST I O
100
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTING
BACKGROUND PER I RC 51q.1
125-71
REG 15TERED
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STATE OF WASHINGTONop
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WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCE!!, DO NOT !GALE DRAW 1 NGl. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO PROCEEDING WITH CONlTRUCTI ON. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
GHANGE TO THE PLANS MUST BE VERIFIED W 1 TH MWJ HOMES
AND THE PROJEGT STRUGTURAL ENGINEER PRIOR TO
GONlTRUGTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND
NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJECT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUCTURAL
ENGINEER CAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE GONTRAGTOR SHALL AGGEPT
FULL RESPONSIBILITY FOR THE G05T AND TIME
REOUIRED TO REGTIFY
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED, PAINTED OR
CEDAR.
2. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
5. GLAZING PER STATE ENERGY CODE.
4. PROTECTION FROM DECAY 15 REQU I RED FOR ALL
WOOD S 1 D I NCB AND WALL FRAMING LESS THAN
2" ABOVE GONGRETE STEPS, PORCH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES
EXPOSED TO THE WEATHER
5. REFER TO ALL ELEVATIONS FOR
TYPICAL NOTES.
6. S.G. = SAFETY GLASS
FLASHING:, NOTE
APPROVED GORROS I ON -RESISTANT FLASHING
SHALL BE APPLIED SHINGLE FASHION IN SUCH A
MANNER TO PREVENT ENTRY OF WATER INTO THE
WALL GAV I TY OR PENETRATION OF WATER INTO
THE BU I LLD I NG 5TRUGTURAL FRAMING COMPONENTS
THE FLASHING SHALL EXTEND TO THE SURFAGE OF
THE EXTERIOR WALL FINISH. APPROVED CORROSION
RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOW 1 NG LOGATI ONS:
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
GONSTRUGTI ON WITH FRAME OR STUCCO WALLS
5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
METAL GOP I NG! AND SILLS
4. GONTI NUOUSLY ABOVE ALL PROJEGTI NG WOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH
TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME
GONSTRUGTI ON
6. AT WALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
SEE GENERAL NOTES
SCALE: I/4" = I'-O"
4x OUTLOOKERS
BHT OF STRUCTURE
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SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
UPPER
FOR P.L.
MA I
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REG 15TERED
ARC -HI TEGT
MIGH L YNE JOHNSON
STATE OF WASHINGTONop
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checked :
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I
NRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SGALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCESS, DO NOT SGALE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND GONI7I TI ONS
PRIOR TO PROGEEIDING KITH GONSTRUGTION. ANY
ALTERATION, REVISION OR SITE CONDITION NARRANTING
CHANGE TO THE PLANS MUST BE VERIFIED NI TH MNJ HOMES
AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO
CONSTRUGTION. ANY GONSTRUGTION TRADE NORKING ON
THE PROJECT MUST HAVE <NONLEDGE OF THE LOCAL AND
NATIONAL GODES. MNJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MNJ HOMES.
ANY ALTERATION TO THE
PROJEGT MADE NITHOUT PRIOR APPROVAL BY
MNJ HOMES AND/OR THE PROJECT STRUGTURAL
ENGINEER GAN/MAY/NI LL RESULT IN PROJECT
DELAYS AND THE GONTRAGTOR SHALL ACGEPT
FULL RESPONSIBILITY FOR THE GOST AND TIME
REOU I RED TO REGTI FY
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UPPER FL(
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MAIN
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SEE CGENER?.L NOTES SCALE: 1/4" = I'-O"
L.r=r—m7 111511
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
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REGISTERED
ARGiiITEGT
Mlc:,H L YNE JOHNSON
STATE OF WASFFINGTON
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WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SGALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCESS, DO NOT SGALE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND GONI7I TI ONS
PRIOR TO PROGEEID I NG WITH GONSTRUGTI ON. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
CHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES
AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO
CONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE <NOWLEDGE OF THE LOCAL AND
NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJEGT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUGTURAL
ENGINEER GAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE GONTRAGTOR SHALL ACGEPT
FULL RESPONSIBILITY FOR THE GOST AND TIME
REOU I RED TO REGTI FY
A
GRANLSFACGE VENT C ALGULATI ON
qOq SOUARE FEET = 5.05
E300 .5-1
VENTS R) EOU I RFD
\I
FOUNDATION VENTS
16"x8" SCREENED
6 REOUIRED
F -17 �
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6 MIL. BLACK VAPOR I °sBu
-IN
BARRIER TO TOP OF PTG.
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W/ I2" LAP ® ALL 5EAM5 I
D I, I �II
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GRANULAR PILL UNDER
GARAGE SLAB
N
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4" CONCRETE SLAB
SLOPE AWAY FROM THE
HOUSE 1/4" PER FOOT
MINIMUM
A
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SEE CGENER?.L NOTES
SCALE: 1/4" = I'-O"
i-EG I STEREO
ARCHITECT
LSBTA�TFOF�
,H YNE JOHN50N
WASFFINGTON
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NRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SGALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCESS, DO NOT SGALE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND GONI7I TI ONS
PRIOR TO PROGEEIDING KITH GONSTRUGTION. ANY
ALTERATION, REVISION OR SITE CONDITION NARRANTING
CHANGE TO THE PLANS MUST BE VERIFIED NI TH MNJ HOMES
AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO
CONSTRUGTION. ANY GONSTRUGTION TRADE NORKING ON
THE PROJECT MUST HAVE IGNONLEDGE OF THE LOCAL AND
NATIONAL GODES. MNJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MNJ HOMES.
ANY ALTERATION TO THE
PROJEGT MADE NITHOUT PRIOR APPROVAL BY
MNJ HOMES AND/OR THE PROJECT STRUGTURAL
ENGINEER GAN/MAY/NI LL RESULT IN PROJECT
DELAYS AND THE CONTRAGTOR SHALL ACGEPT
FULL RESPONSIBILITY FOR THE GOST AND TIME
REOU I RED TO REGTI FY
NOTES:
ALL EXTERIOR HEADERS MUST BE
INSULATED KITH R-10 INSULATION PER NSEG
FOR NINDONS KITH OPERABLE OPENINGS MORE THAN -72" ABOVE THE FINISHED GRADE OR SURFACE C
BELON, THE LONEST PART OF THE CLEAR OPENING 1
SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: -
FULLY OPEN NINI70NS NHERE A 4" SPHERE MAY NOT
PASS THROUGH OR NHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 20ci0 OR R612.3
TUB/SHOVER UNITS SHALL HAVE FIRE
BLOCKING BETNEEN NALL STUDS AND
NATERPROOF SURROUNDS TO +-72"
FROM DRAIN. GLAZING, INCLUDING
NINDONS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOVER
FLON IS LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
CONNECTED TO 4" SMOOTH HALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER KITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPL I ANGE5
EXTERIOR DOORS SHALL BE PROVIDED
KITH LANDINGS OR FLOORS NOT MORE THAN
"7-5/4" BELON THE TOP OF THE THRESHOLD
PER I RC R311.3
PROVIDE A MOISTURE EXHAUST DUGT FOR
THE CLOTHES DRYER TO OUTSIDE AIR. THE
DUCT SHALL BE MINIMUM 4" INCH IN DIAMETER
OF METAL OR APPROVED MATERIAL KITH
SMOOTH SURFACE. THE LENGTH SHALL NOT
EXCEED 35 FEET (INCLUDING TRANSITION DUCTS)
IF FITTINGS ARE USED, THE MAXIMUM LENGTH
SHALL BE REDUCED TO BE PER DRYER
OR THE DRYER EXHAUST POKER VENTILATOR'S
MFG'S INSTALLATION PER IMG 504.5
ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE
NOT LESS THAN 5 FEET FROM A PROPERTY LINE
AND 5 FEET FROM OPENINGS INTO A BUILDING
PER IMG 501.5.1
THE MIXING VALVE IN A SHOVER (INCLUDING OVER A TUB)
SHALL BE PRESSURE BALANCING SET AT 120F. THE HATER
HEATER THERMOSTAT CANNOT BE USED TO MEET THESE
PROVISIONS PER UPC 405.3 AND 40q.4
GOMBUSTION AIR TO BE PROVIDED TO FURNACE
CLOSET VIA FRESH AIR FROM OUTSIDE. MEGH
CONTRACTOR TO FIELD VERIFY
EXPANSION TANK, PRESSURE RELIEF VALVE, AND SHUT OFF
VALVE TO BE INSTALLED FOR THE HATER HEATER
PER UPC, 605.3
BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS
OR PLENUMS. INSTALLATION OF DUCTS SHALL NOT DISPLACE
REQUIRED ENVELOPE INSULATION PER NSEG R403.3.5
DUCTS NHIGH PENETRATE THE HALL OR FLOOR BETNEEN
THE HALL OR FLOOR BETNEEN THE DNELLING AND GARAGE
SHALL BE GONSTRUGTED OF A MINIMUM NO. 26 GAGE SHEET
STEEL OR APPROVED MATERIAL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE PER I RG R302.5.2.
LEGEND:
O SMOKE DETECTOR
IIOV INTERCONNECTED
N/ BATTERY BACK-UP.
PER I RG 514
OCARBON MONOXIDE DETECTOR
PER IRG 315
HEAT DETECTOR ® GARAGE
PER NA STATE AMENDMENT
GARAGE NOTES:
I. GARAGE/LIVING SEPARATION, USE
5/5" TYPE 'X' GNB AT CEILING/MALL.
NRAP POSTS AND BEAMS.
2. INSULATE ALL HARM HALLS AND
CEILING.
3. DOOR BETWEEN GARAGE AND RESIDENCE
SHALL BE 1-5/5" MINIMUM THICK SOLID WOOD
OR STEEL WITH SOLID OR HONEYCOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED WITH A
SELF GLOSING DEVICE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
HALLS OR GE I L I NGS SEPERATI NG THE RESIDENCE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
21f'-0"
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SEE CGENERAL NOTES
SCALE: 1/4" = I'-O"
^ 128-71
I\\/> REGISTERED
ARCHITECT
�SBTA�TFOF�
GH YNE JOHN50N
WASFFINGTON
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checked by: MNJ
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WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCE!!, DO NOT !GALE DRAW NGl. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO PROCEEDING WITH CONlTRUCTI ON. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES
AND THE PROJEGT STRUGTURAL ENGINEER PRIOR TO
GONlTRUGTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND
NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJECT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUCTURAL
ENGINEER CAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE GONTRACTOR SHALL AGGEPT
FULL RESPONSIBILITY FOR THE G05T AND TIME
REQUIRED TO REGTIFY
NOTES:
ALL EXTERIOR HEADERS MUST BE
INSULATED WITH R-10 INSULATION PER NSEG
FOR NINOONS KITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE O
BELON, THE LONEST PART OF THE CLEAR OPENING
SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: -
FULLY OPEN NINDONS NHERE A 4" SPHERE MAY NOT r
PASS THROUGH OR NHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 20cf0 OR R612.3
TUB/SHOVER UNITS SHALL HAVE FIRE
BLOCKING BETNEEN HALL STUDS AND
NATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INCLUDING
NINIDONS NITHIN +72" OF DRAIN,
SHALL BE 5AFTEY GLASS. 5HONER
FLON 15 LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
CONNECTED TO 4" SMOOTH HALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER KITH A MAXIMUM RUN OF IS'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
EXTERIOR DOORS SHALL BE PROVIDED
NI TH LANDINGS OR FLOORS NOT MORE THAN
7-5/4" BELON THE TOP OF THE THRESHOLD
PER IRG R311.3
PROVIDE A MOISTURE EXHAUST DUCT FOR
THE CLOTHES DRYER TO OUTSIDE AIR. THE
DUCT SHALL BE MINIMUM 4" INCH IN DIAMETER
OF METAL OR APPROVED MATERIAL KITH
SMOOTH SURFACE. THE LENGTH SHALL NOT
EXGEED 35 FEET (INCLUDING TRANSITION DUGTS)
IF FITTINGS ARE USED, THE MAXIMUM LENGTH
SHALL BE REDUCED TO BE PER DRYER
OR THE DRYER EXHAUST POKER VENTILATOR'S
MFG'S INSTALLATION PER I MG 504.E
ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE
NOT LESS THAN 5 FEET FROM A PROPERTY LINE
AND 5 FEET FROM OPENINGS INTO A BUILDING
PER IMG 501.3.1
THE MIXING VALVE IN A SHOVER (INCLUDING OVER A TUB)
SHALL BE PRESSURE BALANGING SET AT 120F. THE HATER
HEATER THERMOSTAT GANNOT BE USED TO MEET THESE
PROVISIONS PER UPG 408.5 AND 40cl.4
COMBUSTION AIR TO BE PROVIDED TO FURNAGE
CLOSET VIA FRESH AIR FROM OUTSIDE. MECH
GONTRAGTOR TO FIELD VERIFY
EXPANSION TANK, PRESSURE RELIEF VALVE, AND SHUT OFF
VALVE TO BE INSTALLED FOR THE HATER HEATER
PER UPC, 608.3
BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUGTS
OR PLENUMS. INSTALLATION OF DUGTS SHALL NOT DISPLACE
REQUIRED ENVELOPE INSULATION PER NSEG R403.3.5
DUGTS NHICH PENETRATE THE NALL OR FLOOR BETNEEN
THE HALL OR FLOOR BETNEEN THE DNELLING AND GARAGE
SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET
STEEL OR APPROVED MATERIAL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE PER IRG R302.5.2.
SMOKE DETECTOR
O
IIOV INTERCONNECTED
N/ BATTERY BACK-UP.
PER IRG 514
O
GARBON MONOXIDE DETEGTOR
PER IRG 315
HEAT DETECTOR ® GARAGE
PER NA STATE AMENDMENT
GARAGE
NOTES:
1. GARAGE/LIVING SEPARATION, USE
5/5" TYPE 'X' GNB AT GE I L I NG/HALL.
NRAP POSTS AND BEAMS.
2. INSULATE ALL HARM HALLS AND
CEILING.
3. DOOR BETNEEN GARAGE AND RESIDENCE
SHALL BE 1-3/5" MINIMUM THICK SOLID NOOD
OR STEEL KITH SOLID OR HONEYCOMB GORE
OR 20 MINUTE FIRE RATED EQUIPPED KITH A
SELF CLOSING DEVICE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE
HALLS OR GEILINGS SEPERATIOO THE RESIDENCE FROM
THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND
HAVE NO OPENINGS INTO THE GARAGE
(EGRESS) inN LINEN—
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SEE CGENER?.L NOTES
5C,ALE: 1/4" = I'-O"
12&71
RE015TERED
ARC -HI TEGT
MIGH L YNE JOHNSON
STATE OF NASHINGTONOD
�z 'kN
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•
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date : O-i-09-25
permit:
revisions:
drawn by GWL
.by
checked : MWJ
WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCE!!, DO NOT !GALE DRAW 1 NGl. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO PROCEEDING WITH CONlTRUCTI ON. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES
AND THE PROJEGT STRUGTURAL ENGINEER PRIOR TO
GONlTRUGTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND
NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJECT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUCTURAL
ENGINEER CAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE GONTRAGTOR SHALL AGCEPT
FULL RESPONSIBILITY FOR THE GOlT AND TIME
REQUIRED TO REGTIFY
HANDRAIL:
GRIP 1%" - 2"
PROJEGTION FROM
NALL NO LESS
THAN lie".
OPEN RAIL:
OPEN 5PAGE BETWEEN
PICKETS SHALL BE
LESS THAN 4" GLEAR -
2X4 STOP
2-2X HEADER
FLOOR J015T
FIREBLOGK STAIRS:
ONCE IN TOP 4 BOTTOM
OF RUN BETWEEN STRINGERS
4 ALONG RUN BETWEEN STUDS
USABLE SPACE UNDER STAIRS
TO BE I HR FIRE GONSTRUGTION
5/8" TYPE 'X' 6.N.B. (TWO LAYERS
AT STAIR GEILING)
NOS I N6
HANGER
�
/
0
\-5-2xl2
0
STRINGERS
W
I
2X4 BLOGKIN6 z
(FIRESTOP)
i
FIREBLOGKS
57A I R I:)r=TA I L. - TYF I GAL.
SGAL=: N.T.S.
STAIR NOTES:
RISER HE 16HT = -7-5/4" MAX.
TREND DEPTH = 10" MIN.
FLC
R. U
MAIN FLOC
ZX6
NALL
SHE,
SPAN
APPF
PAPE
SHEA
HARL
SIMIL
MFG.
FIN. FLR. T`
ROOF TRUSSES PER
ENG 1 NEER'S LAYOUT
MOM 99=
R-60
>OR P.L. _
F--
Ff=f=-R
FLOOR TRUSSES PER
ENGINEER'S LAYOUT
>R P.L.
STUD
THING 24/16
RAT NG
R-25
.OVER E3UILDING
R ON TOP OF
THING N I TH
,IE SIDING OR
AR- INSTALL PER
SPEC I F I CATIONS
fAI N
FLOOR JOISTS PER
ENGINEER'S LAYOUT
mmmm
R-S8
OI
Sr=GT 1 ON A -A
SEE GENERAL NOTES
5C,ALE: 1/4" = 1'-0"
125-71
REG 15TERED
V'�� ARC -HI TEGT
MIGH L YNE JOHNSON
STATE OF WASHINGTONop
M7
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0
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date : 0-7-09-25
permit:
revisions:
drawn by
.by
GNL
checked :
MNJ
WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SGALED DIMENSIONS.
DUE TO POTENTIAL ALTERING DURING THE PRINTING
PROCESS, DO NOT SGALE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL D I MENS 1 ONS AND GONI7I TI ONS
PRIOR TO PROGEEID I NG WITH GONSTRUGTI ON. ANY
ALTERATION, REVISION OR SITE CONDITION WARRANTING
CHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES
AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO
CONSTRUCTION. ANY GONSTRUGTION TRADE WORKING ON
THE PROJECT MUST HAVE <NOWLEDGE OF THE LOCAL AND
NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR
THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT
EMPLOYED BY MWJ HOMES.
ANY ALTERATION TO THE
PROJEGT MADE WITHOUT PRIOR APPROVAL BY
MWJ HOMES AND/OR THE PROJECT STRUGTURAL
ENGINEER GAN/MAY/WILL RESULT IN PROJECT
DELAYS AND THE CONTRAGTOR SHALL AGGEPT
FULL RESPONSIBILITY FOR THE GOST AND TIME
REQU I RED TO REGTI FY
�L�GTi� I GAL L�G�ND
=Q__ I I O VOLT WALL GONVEN I ENGE OUTLET
110 VOLT WALL C,ONVE 1 N 1 ENGE OUTLET
G.>=.�. W 1 TH GROUND FAULT NNTERUPTOR
220 VOLT WALL CONVENIENCE OUTLET
1 10 VOLT WEATHERPROOF OUTLET WITH GAP
W.F.
I I O VOLT SPLIT WIRED GONVEN 1 ENGE OUTLET
DOOR JAMB SW 1 TGH
IYFIGAL AT ALL GLOSETS
110 VOLT SMOKE
® DETECTOR
I NTERGONNEGTED
GABLE OUTLET
Q COMPUTER G I RGU I T
® 1 1 O OR 220 VOLT SPEC,1 AL PURPOSE OUTLET O TELEPHONE, $ T.V. GABLE
LED GE I L I N(5, MOUNTED L I GHT FIXTURE ® TELEPHONE OUTLET
FAN G.F.M. FAN
�/TO (VENT TO OUTS I nE)
PENDANT LIGHT FIXTURE
FEND.
® GH I MES
WALL MOUNTED L I GHT F 1 XTURE (OR SCONCE)
DOORBELL
WALL MOUNTED L I GHT F 1 XTURE W 1 TH
F G PULL CHORD
I rl THERMOSTAT
GE I L I NG FAN PRE -WIRE II
FLOOD L I GHT
O LOW VOLTAGE LIGHTS
O HEAT LAMP
9 GAS OUTLET
O CARBON MONOXIDE DETECTOR
❑®
UNDERWATER L I GHT
SINGLE POLE SW I TGH
�Q
RECESSED LIGHT FIXTUF;PF-
r.
SINGLE POLE SWITCH
WITH DIMMER DEVICE
D I REGTI ONAL RECE55ED'E3
THREE WAY SW I TGH
L I GHT F I XTURE
'4
FOUR WAY SW 1 TGH
F_LF_GTfi;;,'1GAL NOTES:
I. INSTALLATION OF BOTH PHONE AND TV SHALL
PROVIDE ALL OUTLETS TO BE RUN AS HOME
RUNS WITH ALL WIRES TERMINATING AT A SINGLE
JUNGTION LOCATION IN EITHER THE HOUSE/UNIT OR
6ARAOE
2. PHONE/TV-GAT 5-ROUGH IN ONLY, GABLE
GOMPANY PROVIDES TRIM
5. RANGE TO BE WIRED FOR 220v
4. FAN SIZES:
POWDER ROOM-50 GFM WITH 30 MINUTE GRANK TIMER
BATHROOMS-50 GFM FAN/L I GHT COMBO WITH 60
MINUTE GRANK TIMER
UTILITY ROOM- 75 GFM WITH 24 HOUR PROGRAMMABLE
TIMER
��G�o�� I� 37iTi��i�it�f��11� :' ��` � .�` ►1��
6. TYPES AND LOCATIONS OF LUMINAIRES IN CLOTHES
GLOSETS SHALL GOMPLY WITH NEC, 410.16.
7. RECESSED LUMINAIRES INSTALLED IN THE BUILDING
THERMAL ENVELOPE ARE SUBJEGT TO THE PROVISIONS OF
I RG N 1102.4.5. FIXTURES SHALL BE I G-RATED (FOR ZERO
GLEARANGE INSULATION GONTAGT) AND SEALED AIR T16HT
8. DWELLING UNIT REGEPTAGLE OUTLETS SHALL BE
INSTALLED SUGH THAT NO POINT MEASURED HORIZONTALLY
ALONG THE FLOOR LINE OF ANY WALL SPAGE 15 MORE
THAN 6' REGEPTAGLE OUTLET PER NEC, 210.52(A)(1).
PROVIDE ADDITION REGEPTAGLES ON PLAN AS REQU I RED
ci. LUMINAIRES IN NET OR DAMP LOCATIONS SHALL BE
MARKED SUITABLE FOR NET OR DAMP LOCATIONS PER NEC,
410.10. THIS I NGLUDES FIXTURES MOUNTED OVER TUBS AND
SHOWERS.
10. PROVIDE TAMPER -RESISTANT REGEPTAGLES IN EVERY
K I TGHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM,
PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION
ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNITS
PER NEC, 406.12.
11. REGEPTAGLE AT GARAGE GE I L I NG SHOULD BE NOTED
GFG I AS REQU I RED BY NEC210.5. TH 1 S OUTLET 15 OFTEN
USED FOR PORTABLE LIGHTING AND POWER TOOLS. WHERE
HABITABLE SPAGE ABOVE, OUTLET BOX SHALL BE STEEL
OR FIRE -RATED EQUIVALENT. COMPLY WITH I RG R302.4.2
FOR MEMBRANE PENETRATIONS. THE ANNULAR SPAGE
BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT
EXGEED 8"
12. ARG-FAULT G I RGU I T INTERRUPTER PROTEGTI ON 15
REQU I RED IN K I TGHENS, FAMILY ROOMS, DINING ROOMS,
LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,
SUNROOMS, REGREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS, OR SIMILAR ROOMS PER NEC, 210.12(A).
AV, IN �=L00f;k FLANK
SEE GENERAL NOTES SCALE: 1/4" = P-oil
PER 2021 WASHINC�TON STATE ENERC�1' GORE
SECTION R404.5 "EXTERIOR LIGHTING CONTROLS",
WHERE THE TOTAL PERMANENTLY INSTALLED LIGHTING
POWER IS GREATER THAN SO WATTS, THE LIGHTING
FIXTURE SHALL BE CONTROLLED BY A MANUAL ON AND
OFF SW I TGH WHICH PERMITS AUTOMATIC, SHUT OFF
ACTIONS, SHALL BE AUTOMATICALL't' SHUT OFF WHEN
DAYL I GHT IS PRESENT AND SATISFIES L I GHTI NC-� NEEDS
AND CONTROLS THAT 0\/ERRIIDE AUTOMATIC SHUT
OFF ACTIONS SHALL NOT BE ALLOWED UNLESS THE
OVERRIDE AUTOMATICALLY RETURNS AUTOMATIC
CONTROL TO ITS NORMAL OPERATION WITHIN 24 HOURS
ELEGTRIG VEHICLE
PROVIDE ONE EV
READY PARKING
STALL- LOCATE
AN OUTLET WITH A
MINIMUM 40 AMPERE
DED I GATED 208/240
BRANGH GIRGUIT WITHIN
THE GARAGE FOR EV
PLUG IN/GHARGER
PLUG IN
U���f;k TL00� f=L�N
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
F>ER 2021 MASH I NC�TON STATE ENEfizC�Y GODS
SECTION 404.2 "INTERIOR L I C�HT I NCB CONTROLS", FERNAMENTL'I'
INSTALLED INTERIOR LIGHTING;, FIXTURES SHALL BE GONTROLLEID
N I TH EITHER A DIMMER, AN OGGUFANT SENSOR CONTROL OR
OTHER CONTROL THAT 15 I NSTALED OR BUILT INTO THE FIXTURE
EXGEFTI ON: L I OHTI NO CONTROLS ARE NOT REOU I REE) IN
BATHROOMS, HALLVIA'I'S OR L I C�HTI NCB DES I CANED FOR
SAFET'i' OR SEGUR I T'Y
125-71
REG I5TERED
ARr-HITEGT
HIGH L YNE JOHNSO
STATE OF HASHINGTON
00
N Q
Q Z<Wzzo
0 Q�=�i4
0 Q0<0<<zo
�V a
zz
�a
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cn
N
UoMa
Z M �
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�n a) `°
3
to
W
•
O
0
date: 07-Oq-25
permit:
revisions:
drawn by:
GWL
che�i«d by:
N5uL_A71 ON u -VAI�u 5 ANC N 57 A7 � ON
Ou I M N75 5� COS ON N7 a
GL I MATE ZONE 5 AND MARINE 4 ( PRESCRIPTIVE )
FENESTRATION U-FACTOR b, J
0.30
SKYLIGHT b U-FACTOR
0.50
GE I L I NS R-VALUE e
60
WOOD FRAME WALL 9,1 R-VALUE
20+5 OR 13+10
FLOOR R-VALUE
30
BELOW -GRADE c,h WALL R-VALUE
10/15/21 INT + 575
SLAB d,f R-VALUE 4 DEPTH
10, 4 FT
a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which
is less than the label or design thickness of the insulation, the compressed R-value of the insulation from
Appendix A Table A101.4 of chapter 51-11 C WAC shall not be less than the R-value specified in the table.
b. The fenestration U-factor column excludes skylights.
c. 10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 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 +5TB" shall be permitted to be met with R-13 cavity
insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the
wall. "5TB" means R-5 thermal break between floor slab and basement wall.
d. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1.
e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
extends over the top plate of the exterior wall.
f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required
perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is
used, it shall meet the requirements for thermal barriers protecting foam plastics.
g. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
climate zone 5 of ICC 400.
h. Int. (intermediate framing) denotes framing and insulation as described in Section All03.2.2 including
standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a
minimum of R-10 insulation.
i. The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example,
"R13+10" means R-13 cavity insulation plus R-10 continuous insulation.
j. A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above
4000 feet in elevation above sea level, or in windborne debris regions where protection of openings is
required under Section R301.2.1.2 of the International Residential Code.
CLIMATE ZONE 5 AND MARINE 4 ( PROPOSED )
FENESTRATION U-FAGTOR b, j
U=.25
SKYLIGHT b U-FACTOR
0.50
GE I L I NS R-VALUE e
R-60
WOOD FRAME WALL 9,1 R-VALUE
R-25
FLOOR R-VALUE
R-55
BELOW -GRADE c,h WALL R-VALUE
10/15/21 INT + 5T5
SLAB d,f R-VALUE $ DEPTH
10, 4 FT
INSULATION VALUES HAVE BEEN GALGULATED US I NCB THE
2021 CODE GOMPL I ANGE GALGULATOR. SEE GALGULATI ON PAGKET
WILL REOU I RE CONTINUOUS EXTERIOR INSULATION (R-5) AND WILL
USE RIGID FOAM.
A I LL REOU I RE CONTINUOUS EXTERIOR INSULATION (R-5) AND AI LL
USE Z I P-SHEATH I NS OR A S 1 M I LAR PRODUCT.
AI LL NOT REQUIRE CONTINUOUS EXTERIOR INSULATION PER ASU's
CODE COMPLIANCE CALCULATOR.
5Y57M5
R403.3.5 Duct testing. Ducts shall be leak tested in accordance with WSU RS-33, using the maximum
duct leakage rates specified.
Exception: A duct air leakage test shall not be required for ducts serving ventilation systems that are
not integrated with ducts serving heating or cooling systems.
A written report of the results shall be signed by the party conducting the test and provided to the code
official.
R403.3.6 Duct leakage. The total leakage of the ducts, where measured in accordance with Section
R403.3.3, shall be as follows:
1. Rough -in test: Total leakage shall be less than or equal to 4.0 cfm (113.3 Umin) per 100 square
feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.
(25 Pa) across the system, including the manufacturer's air handler enclosure. All registers shall
be taped or otherwise sealed during the test. If the air handler is not installed at the time of the
test, total leakage shall be less than or equal to 3.0 cfm (85 L/min) per 100 square feet (9.29 m2)
of conditioned floor area.
2. Postconstruction test: Leakage to outdoors shall be less than or equal too cfm (113.3 Umin) per
100 square feet (9.29 m2) of conditioned floor area or total leakage shall be less than or equal to
4 cfm (113.3 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a
pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the
manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during
the test.
3. Test for ducts within thermal envelope: Where all ducts and air handlers are located entirely
within the building thermal envelope, total leakage shall be less than or equal to 8.0 cubic feet per
minute (226.6 L/min) per 100 square feet (9.29 m2) of conditioned floor area. For forced air ducts,
a maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located
outside the conditioned space. All metallic ducts located outside the conditioned space must have
both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot
contain splices. Flex duct connections must be made with nylon straps and installed using a
plastic strapping tensioning tool. Ducts located in crawl spaces do not qualify for this exception.
L C=fi I C,L FO^ER ANC L I SH7I NS 5`I'57EY5
R404.1 Lighting equipment. All permanently installed lighting fixtures, excluding kitchen appliance
lighting fixtures, shall contain only high -efficacy lighting sources.
R404.1.1 Exterior lighting. Connected exterior lighting for residential buildings shall comply with
Section C405.5.
Exceptions: Solar -powered lamps not connected to any electrical service.
R404.1.2 Fuel gas lighting equipment. Fuel gas lighting systems shall not have continuously burning
pilot lights.
R404.2 Interior lighting controls. Permanently installed interior lighting fixtures shall be controlled with
either a dimmer, an occupant sensor control or other control that is installed or built into the fixture.
Exception: Lighting controls shall not be required for the following:
1. Bathrooms.
2. Hallways.
3. Lighting designed for safety or security.
R404.3 Exterior lighting controls. Where the total permanently installed exterior lighting power is
greater than 30 watts, the permanently installed exterior lighting shall comply with the following:
1. Lighting shall be controlled by a manual on and off switch which permits automatic shut-off actions.
Exception: Lighting serving multiple dwelling units.
2. Lighting shall be automatically shut off when daylight is present and satisfies the lighting needs.
3. Controls that override automatic shut-off actions shall not be allowed unless the override
automatically returns automatic control to its normal operation within 24 hours.
Additional Items:
1. Provide door blower test affidavit by final building inspection.
2. Provide (1) programmable thermostat.
3. A minimum of 75% of all permanent lighting shall be high efficiency.
4. Building framing cavities shall not be used for ducts or plenums. Installation of ducts in exterior walls, floors,
or ceilings shall not displace required envelope insulation.
7AE3L�40&.2- 64*ro' EOVAL I ZA71 ON CREW 75
CRED I TS
SYSTEM
DESCRIPTION OF PRIMARY HEATING SOURCE
ALL OTHER
GROUP R-2 a
TYPE
FOR COMBUSTION HEATING EQU I PMENT MEETING
O
O
MINIMUM FEDERAL EFFICIENCY STANDARDS FOR
THE EOU I PMENT L 1 STED IN TABLE 0405.3.2(5) OR
0403.3.2(6)
FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP
1.5
0
THAT MEETS FEDERAL STANDARDS FOR THE
2
EQU I PMENT L I STED IN TABLE C403.3.2(2) AND
SUPPLEMENTAL HEATING PROVIDED BY ELECTRIC
RESISTANCE OR A COMBUSTION FURNACE MEETING
M I N I MUM STANDARDS L I STED I N TABLE G405.5.2(5) b
FOR HEATING SYSTEM BASED ON ELECTRIC
0.5
-0.5
RES 1 STANCE ONLY (EITHER FORGED AIR OR ZONAL)
FOR HEATING SYSTEM USING A HEAT PUMP THAT
5.0
2.0
MEETS FEDERAL STANDARDS FOR THE
EaU I PMENT L I STED IN TABLE 0403.3.2(2) OR
G405.5.2(Q)
OR
AIR TO RATER HEAT PUMP UNITS THAT ARE
GONF I CURED TO PROVIDE BOTH HEATING AND
COOLING AND ARE RATED IN ACCORDANCE WITH
AHRI 550/5g0
FOR HEATINS SYSTEM BASED ON ELECTRIC
2.0
O
RESISTANCE WITH:
1. INVERTER -DRIVEN DUCTLESS MINI -SPLIT HEAT
PUMP SYSTEM INSTALLED IN THE LARGEST
ZONE IN THE DWELL I NS,
OR
2. WITH 2KA OR LESS TOTAL INSTALLED HEATING
CAPACITY PER DWELL I NS
a. See Section R401.1 and residential building in Section R202 for Group R-2 scope.
b. The gas back-up furnace will operate as fan -only when the heat pump is operating. The
heat pump shall operate at all temperatures above 38°F (3.3°C) (or lower). Below that
"changeover" temperature, the heat pump would not operate to provide space heating.
The gas furnace provides heating below 380F (3.3°C) (or lower).
c. Additional points for the HVAC system are included in Table R406.3.
R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall
comply with sufficient options from Tables R406.2 and R406.3 so as to achieve the following minimum
number of credits:
1. Small Dwelling Unit:........................................................................................... 5.0 credits
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building greater than 500 square feet of heated floor area but
less than 1500 square feet.
2. Medium Dwelling Unit: 8.0 credits
All dwelling units that are not included in #1, #3 or #4.
3. Large Dwelling Unit: 9.0 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
4. Dwelling units serving Group R-2 occupancies.................................................6.5 credits
See Section R401.1 and residential building
in Section R202 for Group R-2 scope.
5. Additions 150 square feet to 500 square feet :................................................... 2.0 credits
The drawings included with the building permit application shall identify which options have been
selected and the point value of each option, regardless of whether separate mechanical, plumbing,
electrical, or other permits are utilized for the project.
7A5LE R40& .5 6 CREW 175
CREDITS
OPTION
DESCRIPTION
ALL OTHER
GROUP R-2 b
1. EFFICIENT BUILDING ENVELOPE OPTIONS
ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN THIS CATESORY.
COMPLIANCE WITH THE CONDUCTIVE UA TARGETS 15 DEMONSTRATED US 1 NS SECTION
R402.1.5, TOTAL UA ALTERNATIVE, AHERE [1-(PROPOSED UA/TARGET UA)] > THE REGU I RED
YUA REDUCTION
PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE
0.5
0.5
I.I
R402.1.5 WITH THE FOLLOWINS MODIFICATIONS:
VERTICAL FENESTRATION U = 0.22.
PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE
1.0
1.0
R402.1.5 WITH THE FOLLOWING MODIFICATIONS:
VERTICAL FENESTRATION U = 0.25
FLOORR-38
1.2
SLAB ON GRADE R-1 O PERIMETER AND UNDER
ENTIRE SLAB
XXX
BELOW GRADE SLAB R-10 PERIMETER AND UNDER
ENTIRE SLAB
OR
COMPLIANCE BASED ON SECTION R402.1.5: REDUCE
THE TOTAL CONDUCTIVE UA BY 15%.
A ;1]
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STATE OF WASHINGTON
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DATE:
10-06-24
REV 1 S 1 ONS
:
DRAWN BY: MWJ
GHEGKED BY: MWJ
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FOR FOOTNOTES, SEE SHEET EN-3
CREDITS
CREDITS
CREDITS
OPTION
DESCRIPTION
OPTION
DE50R1 PTI ON
OPTION
DE50R1 PTI ON
ALL OTHER
GROUP R-2 b
ALL OTHER
GROUP R-2 b
ALL OTHER
GROUP R-2 b
1. EFFICIENT BUILDING ENVELOPE OPTIONS
3. HIGH
EFFICIENCY HVAG EQUIPMENT OPTIONS
AIR -TO -WATER HEAT PUMP W 1 TH MINIMUM GOP OF
1.0
N/A
3.2 AT 47 ° F, RATED IN ACCORDANCE WITH AHR I
ONLY ONE OPT I ON FROM 1 TEM5 1.1 THROUGH 1.4 MAY BE SELECTED I N TH 15 CATEGORY.
ONLY
ONE OPTI ON FROM ITEMS 5.1 THROUGH 5.1 O MAY BE SELECTED
I N TH 15 CATE6ORY.
17EM
550/5g0 BY AN ACCREDITED OR CERTIFIED TE5T1 N6
COMPLIANCE WITH THE CONDUCTIVE UA 7AR6E75 15 DEMONSTRATED USING SECTION
5.11
MAY BE TAKEN WITH ITEMS 5.1 AND 3.30 ONLY.
LAB.
R402.1.5, TOTAL UA ALTERNATIVE, WHERE [1-(PROPOSED UA/TARGET UA)] > THE REQU I RED
%UA REDUCTION
3.ga d
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAW I N65 SHALL SPECIFY THE OPTION
FOR A SYSTEM TYPE I I N TABLE R406.2 :
1.0
1.0
BEIN6 SELECTED, THE HEATED FLOOR AREA
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE
1.5
0.5
ENER6Y STAR RATED (U.S. NORTH) GAS OR
CALCULATION, THE HEATI N6 EQUIPMENT 7YPE(5),
R402.1.3 WITH THE FOLLOW I N6 MOD I F I GAT I ON5:
PROPANE FURNACE WITH MINIMUM AFUE OF 015%
THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL
INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE).
VERTICAL FENESTRATION U = O.IS
OR
GE I L I N6 AND 51 N6LE-RAFTER OR JO I ST-VAULTED
3'I a
ENERGY STAR RATED (U.S. NORTH) GAS OR
R-60 ADVANCED
PROPANE BOILER WITH MINIMUM AFUE OF q0%.
GAS -FIRED HEAT PUMP(5) MEETING ANSI Z21.40.2 AND
1.5
1.5
WOOD FRAME WALL R-21 I NT PLUS R-12 01
TO QUALIFY TO CLAIM THIS GRED I T THE BUILDING
Z21.40.4 OR GSA, WITH A MINIMUM UEF OF 1.15.
FLOOR R-55
PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON
3 ct
FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(S)
13
BASEMENT WALL R-21 I NT PLUS R-12 01
5EIN6 SELECTED AND SHALL SPECIFY THE HEAT I N6
MEET I N6 ANSI Z21.40.2 AND Z21.40.4 OR GSA, W 1 TH A
SLAB ON GRADE R-1 O PERIMETER AND UNDER
EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS.
ENTIRE SLAB
EFFICIENCY.
BELOW GRADE SLAB R-10 PERIMETER AND UNDER
ENTIRE SLAB
COMBINATION WATER HEATING AND SPACE HEATING
2.5
2.5
FOR SECONDARY HEATI N6 SYSTEM SERV I N6
0.5
0.5
SYSTEM SHALL INCLUDE ONE OF THE FOLLOW I N6:
OR
SYSTEM TYPE 2 IN TABLE R406.2:
GAS-F I RED HEAT PUMP WATER HEATERS) MEETI N6
COMPLIANCE BASED ON SECTION R402.I.S:
AIR -SOURCE CENTRALLY DUCTED HEAT PUMP W17H
TIER 2 OF THE NEEA ADVANCED WATER HEA7IN6
REDUCEDUC
RE THE TOTAL CONDUCTIVE UA BY 22.5%.
MINIMUM H5PF OF q.5
SPECIFICATION FOR GAS -FUELED RESIDENTIAL
OR
5TORA6E WATER HEATERS VERSION 1.0.
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE
2.5
2.0
3.2a
ENERGY STAR RATED (U.S. NORTH) GAS OR
OR
R402.1.3 W 1 TH THE FOLLOW I N6 MOD I F I GAT 1 ONS:
PROPANE BO 1 LER W 1 TH MINIMUM AFUE OF QO%.
FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP
VERT 1 GAL FENF-57RA71 ON U = 0.15
TO QUALIFY TO CLAIM TH 15 CREDIT, THE BU I LD I N6
WATER HEA7ER(5) MEET 1 N6 T 1 ER 2 OF THE NEEA
GE I L I N6 AND 5I N6LE-RAFTER OR JO I5T-VAULTED
PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON
5.10 f
ADVANCED WATER HEAT 1 N6 SPECIFICATION FOR
R-60 ADVANCED
BEIN6 SELECTED AND SHALL SPECIFY THE HEATI N6GAS-FUELED
RESIDENTIAL STORAGE WATER
WOOD FRAME WALL R-21 I NT PLUS R- 16 01
EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
HEATERS VERSION 1.0., SHALL SERVE ALL UNITS.
FLOOR R-45
EFFICIENCY.
OR
'4
BASEMENT WALL R-21 I NT PLUS R- 16 CI
FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(5)
SLAB ON GRADE R-20 PERIMETER AND UNDER
AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP
0.5
N/A
MEETING ANSI Z21.40.2 AND Z21.40.4 OR GSA, WITH
ENTIRE SLAB
WITH MINIMUM HSPF 2 OF 8.1 (HSPF OF q .5) .
A MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS.
BELOW GRADE SLAB R-20 PERIMETER AND UNDER
I N AREAS WHERE THE WINTER DES 16N
TO QUALIFY TO CLAIM THIS CREDIT, THE BU I LD I N6
ENTIRE SLAB
TEMPERATURE AS SPECIFIED IN APPENDIX RG
PERMIT DRAW I N65 SHALL SPECIFY THE OPTION
OR
15 23 °F OR BELOW, A GOLD CLIMATE HEAT PUMP
5EIN6 SELECTED AND SHALL SPECIFY THE WATER
COMPLIANCE BASED ON SECTION R402.1.5:
FOUND ON THE NEEP CC ASHP QUALIFIED
HEATER EQUIPMENT TYPE AND THE MINIMUM
REDUCE THE TOTAL CONDUCT I VE UA BY 30%
3 3 a,c,d
PRODUCT LIST SHALL BE USED.
EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER
.
HEAT I N6 SYSTEMS, THE CALCULATION OF THE
TO QUALIFY TO CLAIM THIS GRED I T, THE
MINIMUM ENERGY SAVINGS.
BU I LD I N6 PERMIT DRAW I N65 SHALL SPECIFY
2. AIR LEAKA6E CONTROL AND EFFICIENT VENTILATION OPTIONS
THE OPTION BEIN6 SELECTED AND SHALL
ONLY ONE OPT 1 ON FROM ITEMS 2.1 THROUGH 2.5 MAY BE SELECTED IN TH 15 CATE6ORY.
SPECIFY THE HEAT I N6 EQUIPMENT TYPE AND
CONNECTED THERMOSTAT MEET I N6 ENERGY STAR
0.5
0.5
THE MINIMUM EQUIPMENT EFFICIENCY.
CERT 1 F I ED SMART 7HERMO57A75/EPA ENERGY
57AR SPECIFICATIONS.
COMPLIANCE BASED ON SECT 1 ON R402.4.1.2:
1.0
1.0
3 c
TO QUAL 1 FY TO CLAIM THIS GRED 1 T, THE BU I LD I N6
CLOSED -LOOP GROUND SOURCE HEAT PUMP; W 1 TH
1.5
1.0
REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR
A MINIMUM GOP OF 5.3
PERMIT DRAW I N65 SHALL SPECIFY THE OPTION
CHAN6E5 PER HOUR MAXIMUM AT 50 PASCALS, OR
OR
BEIN6 SELECTED AND SHALL SPECIFY THE
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE
THERMOSTAT MODEL.
BASED ON SECTION R402.4.1.2: REDUCE THE TESTED
OPEN LOOP WATER SOURCE HEAT PUMP WITH A
AIR LEAKAGE TO 0.25 GFM/F72 MAXI MUM AT 50
3 a, 1
MAXIMUM PUMP I N6 HYDRAULIC HEAD OF 150 FEET
AND MINIMUM GOP OF 3.6.
4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPT I ON5
PASCALS
TO QUALIFY TO CLAIM THIS CREDIT, THE BU I LD I N6
AND
PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS
BEIN6 SELECTED AND SHALL SPECIFY THE HEATING
HVAC EQUIPMENT AND ASSOCIATED DUCT
0.5
N/A
2.1
DETERMINED BY SECTION M 1505.3 OF THE
EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
SYSTEM(5) 1 N5TALLAT 1 ON SHALL COMPLY WITH THE
INTERNATIONAL RES I DENTI AL CODE OR SEGTI ON
EFF I G I ENGY.
REQUIREMENTS OF SEGTI ON R403.3.2.
403.5 Off NTERNAT I ONAL MECHANICAL CODE
ELECTRIC RESISTANCE HEAT, HYDRON I G HEATING
SHALL BE MET W 1 TH A HEAT RECOVERY
DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL
1.5
2.0
AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED
VENTILATION SYSTEM WITH MINIMUM SENSIBLE
CONTROL: IN HOMES WHERE THE PRIMARY SPACE
UNDER 7HI5 OPTION.
HEAT RECOVERY EFFICIENCY OF 0.65.
HEAT I N6 SYSTEM 15 ZONAL ELECTRIC HEAT I N6, A
DIRECT COMBUSTION HEAT I N6 EQUIPMENT W 1 TH
TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6
DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM W 1 TH A
AFUE LE55 THAN 50% IS NOT PERMITTED UNDER
PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON
MINIMUM HSPF 2 OF q (HSPF OF 10.0) SHALL BE
THIS OPTION.
BEIN6 SELECTED, THE MAXIMUM TESTED BU I LD I N6
INSTALLED AND PROVIDE HEAT 1 N6 TO THE
TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6
AIR LEAKAGE, AND SHALL SHOW THE QUAL I FY I N6
LARGEST ZONE OF THE HOUS I N6 UNIT.
PERMIT DRAW I N65 SHALL SPECIFY THE OPTION
VENTILATION SYSTEM AND 175 CONTROL SEQUENCE
TO QUALIFY TO CLAIM TH 15 CREDIT, THE BU I LD I N6
BEIN6 SELECTED AND SHALL SPECIFY THE HEAT 1 N6
OF OPERATION.
PERMIT DRAWINGS SHALL SPECIFY THE OPTION
EQUIPMENT TYPE AND SHALL SHOW THE LOCATION
BEIN6 SELECTED AND SHALL SPECIFY THE
Idj
OF THE HEATI N6 AND COOL I N6 EQUIPMENT AND
COMPLIANCE BASED ON SECTION R402.4.1.2:
1.5
1.5
HEATI N6 EQUIPMENT TYPE AND THE MINIMUM
ALL THE DUCTWORK.
REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR
EQUIPMENT EFFICIENCY.
I
CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE
XXX
AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH
1.0
N/A
5. EFFICIENT WATER HEAT 1 N6 OPT 1 ON5
BASED ON SECTION R402.4.1.2: REDUCE THE TESTED
XXX
MINIMUM HSPF 2 OF q.4 (H5PF OF 11.0).
ONLY ONE OPTION FROM ITEMS 5.5 THROUGH 5.5 MAY BE SELECTED IN THIS CATEGORY. ITEMS
AIR LEAKA612 TO 0.20 GFM/FT MAXIMUM AT 50
XXX
A CENTRALLY DUCTED AIR SOURCE GOLD CLIMATE
5.1 AND 5.2 MAY BE COMBINED WITH ANY OPTION.
PASCALS
XXX
VARIABLE CAPACITY HEAT PUMP (GC VCHP) FOUND
AND
XXX XXX
ON THE NEEP Cr-. VCHP QUALIFIED PRODUCT L I5T
A DRAIN WATER HEAT RECOVERY UN 1 T(5) SHALL BE
0.5
0.5
ALL WHOLE HOUSE VENTILATION REGU I REMENT5 AS
W 1 TH A MINIMUM OF q HSPF 2 (1 O HSPF) MAY BE
INSTALLED, WH I GH CAPTURES WA57E WATER HEAT
2.2
DETERMINED BY SECTION M 1505.3 OF THE
USED TO SAT 15FY THIS REQUIREMENT.
FROM AT LEAST TWO SHOWERS, I NCLUD I N6
INTERNATIONAL RESIDENTIAL CODE OR SECTION
IN AREAS WHERE THE WINTER DE516N
TUB/SHOWER COMBINATIONS. IT 15 ACCEPTABLE,
403.8 OF THE INTERNATIONAL MECHANICAL CODE
3'6 a
TEMPERATURE AS SPECIFIED IN APPENDIX RC 15
BUT NOT REQU I RED, FOR SINK WATER TO BE
SHALL BE MET WITH A HEAT RECOVERY VENTILATION
25°F OR BELOW, AN AIR SOURCE CENTRALLY
CONNECTED. UNIT SHALL HAVE A MINIMUM
SYSTEM W 1 TH MINIMUM SENSIBLE HEAT RECOVERY
DUCTED HEAT PUMP SHALL BE A GOLD CLIMATE
EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW
EFFICIENCY OF 0.75.
VARIABLE CAPACITY HEAT PUMP AS L 157ED ON THE
OR A M I N I MUM EFF I G I ENGY OF 54% 1 F I N5TALLED
TO QUALIFY TO CLAIM THIS CREDIT, THE BU I LD I N6
NEEP QUALIFIED PRODUCT LIST.
3'
FOR UNEQUAL FLOW. SUCH UN 1 T5 SHALL BE RATED
PERMIT DRAW I N65 SHALL SPECIFY THE OPTION
XXX
TO QUALIFY TO CLAIM THIS GRED I T, THE BU I LD I N6
IN ACCORDANCE W 1 TH 05A 555.1 OR I APMO 160
BEIN6 SELECTED AND SHALL SPECIFY THE MAXIMUM
XXX
PERM 1 T DRAW I N&S SHALL SPECIFY THE OPT 1 ON
346-2017 AND BE 50 LABELED.
TESTED BU I LD I N6 AIR LEAKAGE AND SHALL SHOW
BEIN6 SELECTED AND SHALL SPECIFY THE HEAT I N6
TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6
THE HEAT RECOVERY VENTILATION SYSTEM.
EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
PERMIT DRAW I N65 SHALL INCLUDE A PLUMB 1 N6
EFFICIENCY.
D I ARAM THAT SPECIFIES THE DRAIN WATER HEAT
RECOVERY UN175 AND THE PLUMBING LAYOUT
COMPLIANCE BASED ON SECTION R402.4.1.2:
2.0
2.0
NEEDED TO I N57ALL 17. LABELS OR OTHER
REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR
DU07LE55 5PL 1 T SYSTEM HEAT PUMPS WITH NO
2.0
5.0
DOCUMENTATION SHALL BE PROVIDED THAT
CHAN6E5 PER HOUR MAXIMUM AT 50 PASCALS, OR
ELEGTR I C RES I STANCE HEAT 1 N6 IN THE PRIMARY
DEMONSTRATES THAT THE UN 1 T COMPLIES W 1 TH
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE
L I V I N6 AREAS. A DU07LE55 HEAT PUMP SYSTEM
THE STANDARD.
BASED ON SECT 1 ON R402.4.1.2- REDUCE THE
W 1 TH A MINIMUM HSPF 2 OF q (HSPF OF 10) SHALL BE
TESTED AIR LEAKAGE TO 0.15 CFM/FT2 MAXI MUM AT
51 ZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE
50 PASCALS
DWELLING UNIT AT THE DESIGN OUTDOOR AIR
FOR COMPACT HOT WATER DISTRIBUTION SYSTEM
0.5
0.5
AND
TEMPERATURE.
GRED 1 T, THE VOLUME SHALL STORE NOT MORE THAN
EXCEPTION: IN HOMES WITH TOTAL HEATING LOADS
16 OUNCES OF WATER BETWEEN THE NEAREST
ALL WHOLE HOUSE VENTILATION REQU I REMENT5
3.7
OF 24,000 OR LE55 US 1 N6 MULTI -ZONE MINI -5PL 1 T
SOURCE OF HEATED WATER AND THE TERMINATION
AS DETERMINED BY SECTION M1505.3 OF THE
SYSTEMS WITH NOMINAL RATIN65 OF 24,000 OR
OF THE FIXTURE SUPPLY PIPE WHERE CALCULATED
2.3
INTERNATIONAL RESIDENTIAL CODE OR SECTION
LESS, THE MINIMUM HSPF 5 TO CLAIM THIS CREDIT
U51 N6 SECTION R403.5.2. CONSTRUCTION
403.5 OF THE INTERNATIONAL MECHANICAL CODE
SHALL BE S.IQ HSPF 2 (OR q H5PF).
DOCUMENTS SHALL INDICATE THE OUNCES OF
SHALL BE MET WITH A HEAT RECOVERY
TO QUALIFY TO CLAIM THIS GRED I T, THE BU I LD I N6
3'2
WATER IN P I P I N6 BETWEEN THE HOT WATER SOURCE
VENTILATION SYSTEM W17H MINIMUM SENSIBLE
PERMIT DRAWINGS SHALL SPECIFY THE OPTION
AND THE TERMINATION OF THE FIXTURE SUPPLY.
HEAT RECOVERY EFFICIENCY OF 0.50. DUCT
BEIN6 SELECTED, THE HEATED FLOOR AREA
WHEN THE HOT WATER SOURCE IS THE NEAREST
INSULATION SHALL COMPLY WITH SECTION
CALCULATION, THE HEATING EQUIPMENT 7YPE(5),
PRIMED PLUMBING LOOP OR TRUNK, THIS MUST BE
R403.3.2 .
TO QUALIFY TO CLAIM TH 15 CREDIT, THE BU I LD I N6
THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL
PRIMED W 1 TH AN ON DEMAND REO I ROULA71 ON PUMP
PERM1 T DRAW I N65 SHALL SPECIFY THE OP71 ON
INSTALLED HEAT CAPAC 1 TY (BY T TYPE). .
AND MUST RUN A DE7 I GATED AMBIENT RETURN LINE
FROM THE FURTHEST FIXTURE OR END OF LOOP TO
BEIN6 SELECTED AND SHALL SPECIFY THE
L
THE WATER HEATER.
MAXIMUM TESTED BU I LD I N6 AIR LEAKAGE AND
SHALL SHOW THE HEAT RECOVERY VENTILATION
TO QUALIFY FOR THIS GRED I T, THE DWELL I N6 MUST
SYSTEM.
HAVE A MINIMUM OF 1.5 BATHROOMS.
FOR FOOTNOTES, SEE SHEET EN-3
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MIGH EL , JOHNSON
STATE OF WRSHINOTON
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DATE:
10-06-24
REV 1510N5:
DRAWN BY:
C,HEGKED BY:
MWJ
MWJ
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7A5L� 406 ,5 C,,ON7N��
CREDITS
OPTION
DESCRIPTION
ALL OTHER
GROUP R-2 b
WATER HEATING SYSTEM SHALL INCLUDE THE
0.5
0.5
FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER
HEATER WITH A MINIMUM UEF OF 0.50.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAW I NGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER
HEATER EaU I PMENT TYPE AND THE MINIMUM
EOU I PMENT EFFICIENCY.
WATER HEATING SYSTEM SHALL INCLUDE ONE OF
1.0
1.0
THE FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER
HEATER WITH A MINIMUM UEF OF O.Q I
OR
SOLAR WATER HEATING SUPPLEMENTING A
MINIMUM STANDARD WATER HEATER. SOLAR
WATER HEATING WILL PROVIDE A RATED MINIMUM
SAV I NGS OF 85 THERMS OR 2000 KWH BASED ON
THE SOLAR RATING AND CERTIFICATION
CORPORATION (5RCO) ANNUAL PERFORMANCE OF
rj t�
0G-500 CERTIFIED SOLAR WATER HEATING
SYSTEM
OR
WATER HEATER HEATED BY GROUND SOURCE
HEAT PUMP MEETING THE REaU I REMENTS OF
OPTION 5.4.
TO DUAL I FY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAW I NGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER
HEATER EaU I PMENT TYPE AND THE MINIMUM
EG2U I PMENT EFFICIENCY AND, FOR SOLAR WATER
HEATING SYSTEMS, THE CALCULATION OF THE
MINIMUM ENERGY SAV I NGS.
WATER HEATING SYSTEM SHALL INCLUDE ONE OF
1.5
1.5
THE FOLLOWING:
GAS-F I RED HEAT PUMP WATER HEATER(5) MEETING
TIER 2 OF THE NEEA ADVANCED WATER HEATING
SPECIFICATION FOR GAS -FUELED RESIDENTIAL
STORAGE WATER HEATERS VERSION I.O.
OR
FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP
WATER HEATER(5) MEETING TIER 2 OF THE NEEA
AD\/ANCED WATER HEATING SPECIFICATION FOR
GAS -FUELED RESIDENTIAL STORAGE WATER
HEATERS \/ER51ON I.O. SHALL SUPPLY DOMESTIC
HOT WATER TO ALL UNITS.
OR
FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP
WATER HEATER(5) MEETING ANSI Z21.40.2 AND
Z21.40.4 OR 05A, WITH A MINIMUM UEF OF 1.15,
SHALL SUPPLY DOMESTIC HOT WATER TO ALL
UNITS.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAW I NGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER
HEATER ECU I PMENT TYPE AND THE MINIMUM
EG2U I PMENT EFFICIENCY AND, FOR SOLAR WATER
HEATING SYSTEMS, THE CALCULATION OF THE
MINIMUM ENERGY SAYI NGS.
WATER HEATING SYSTEM SHALL INCLUDE ONE OF
2.0
2.5
THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER MEETING THE
STANDARDS FOR TIER III OF NEEA'5 AD\ANCED
WATER HEATI N6 SPECIFICATION
OR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER
HEATER(S), MEETING THE STANDARDS FOR TIER III
5.6
OF NEEA'S ADYANOED WATER HEATI N6
SPECIFICATION, SHALL SUPPLY DOMESTIC HOT
WATER TO ALL UNITS. IF ONE WATER HEATER 15
5ERY I NG MORE THAN ONE DWELLING UNIT, ALL HOT
WATER SUPPLY AND RECIRCULATION PIPING SHALL
BE INSULATED WITH R-5 MINIMUM PIPE INSULATION.
TO DUAL I FY TO OLA I M TH IS ORED 17, THE BU I LD I NG
PERM 1 T DRAW 1 NGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER
HEATER EaU I PMENT TYPE AND THE MINIMUM
EaU I PMENT EFFICIENCY.
WATER HEATING SYSTEM SHALL INCLUDE ONE OF
2.5
3.0
THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER WITH A
MINIMUM UEF OF 2.1 AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR -TO -REFRIGERANT
HEAT EXCHANGER LOCATED OUTDOORS. EOU I PMENT
SHALL MEET SECTION 4, REG2UIREMENT5 FOR ALL
UNITS, OF THE NEEA STANDARD ADVANCED WATER
HEATING SPECIFICATION WITH THE UEF NOTED
ABO\/E
OR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER
HEATER(5), MEETING THE STANDARDS FOR TIER III
OF NEEA'S ADVANCED WATER HEATING
SPECIFICATION AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR -TO -REFRIGERANT
HEAT EXCHANGER LOCATED OUTDOORS, SHALL
SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ON
WATER HEATER 15 SERVING MORE THAN ONE
DWELLING UNIT, ALL HOT WATER SUPPLY AND
RECIRCULATION PIPING SHALL BE INSULATED WITH
R-5 MINIMUM PIPE INSULATION.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING
PERMIT DRAW I NGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER
HEATER EaU I PMENT TYPE AND THE MINIMUM
EOU I PMENT EFFICIENCY.
a. An alternative heating source sized at a maximum of 0.5 Watts/ftZ (equivalent) of heated floor area or 500 Watts,
whichever is bigger, may be installed in the dwelling unit.
b. See Section R401.1 and residential building in Section R202 for Group R-2 scope.
c. Option 3.11 can only be taken with Options 3.1 and 3.3. To qualify to claim Option 3.11 with 3.3, the system shall
be a 1-2 speed heat pump system. Variable capacity heat pumps are ineligible from claiming this option.
d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2.
e. Primary living areas include living, dining, kitchen, family rooms, and similar areas.
f. Option 3.10 may one be taken with Efficient Water Heating Option 5.1 or 5.2. Equipment sizing for space heating
shall be calculated as provided in Section R403.7 with increased capacity to provide a minimum of 75 percent of
peak hot water demand or shall be sized in accordance with approved manufacturer's specifications or guidance.
Supplementary heat for water heating shall be in accordance with Section R403.5.7.
i
REGISTERED
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EMlr_H EL YNE .. OHNSON
STATE OF WASHINGTON
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NOTE:
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ELEVATION 12d ® 4" O.C.
8d ® 6" O.C.
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SECTION
2021 IBC CODE VERSION
SIMPSON (2)CS16 STRAPS
ILL ALL HOLES W/ 8d NAILS
PLYWOOD PER
8d ®4" OC
EDGE NAIL PLY. TO STUD
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1600# x 2.5 OVERSIZE FACTOR
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HOLDDOWN (USE 1.6 LOAD DURATION)
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EXPIRES 2 2026
Project
FlLE NUMBER
DRAWN BY
Date
7.15.2025
Sheet
S1
2021 IBC CODE VERSION
A35 CLIP
TRUSS TO DBL. PLA
016"o. c.
EDGE N
DRAG STRUT TRUSS
3 4 =1'— 0
8d04"O.C.
PLY. TO BLOCK
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Y. EDGE NAILING
USS DRAG STRUT
:R PLAN
:SIGN FOR 200/# PER FT.
7ERAL LOAD
.Y. PER SCHEDULE
16d
PLYWOOD SUB—F
PLYWOOD PER SCHEDULE
— EDGE NAILING
FLOOR GIRDER TRUSS
OR BLOCKING
DRAG STRUT FLOOR TRUSS UNDER SW
3/4"=1'-0"
(6) 12d BRACE
2x TRUSSES 0 24" O.C.
TO BLOCK
2x OUTRIGGER (OPTIONAL)
EGDE NAILING
° °
° ° - °
DBL. TOP CHORD
°
HORZ. WEB BRACING BY
°
° °
°
01
01 °
TRUSS MFGR. PER T.P.I. SPECS.
NAIL TO ALL TRUSSES
12d 0 6" O.C.
1
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(2)2x6 CONT. 0 GABLEEND TRU
MID HEIGHT
°
°
° °
STRUCTURAL TRUSS w/ 2x4
FLAT INLET STUDS 0 24" O.C.
(2)A35 CLIPS X.
(2)A35 CLIPS (ONE EA. SIDE)
2)2x6 DIAGONAL "T" QRACE
12d 0 6" O.C. (TRUSS TO 2x6)
RIDGE AND 0 10'-0 O.C. MAX.
(VERIFY w/ TRUSS MFGR.) 2x6 CONT.
EDGE NAILING
12d 0 6" O.C. 2x6 CONT.
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T TYP. GABLE TRUSS DETAIL
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EDGE NAIL PLY. TO
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ROOF TRUSS DESIGN
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LATERAL LOAD
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ADHESIVE SYSTEM OR EQUIVALENT
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TO BE USED IN CASE OF A MISPLACED HOLD—DOWN
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I INFORMATION
(4)16d '
SNUG FIT
(2)16d TOES —All,
16d 0 12" O.C.
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7/16" OSB SPACER
R-10 RIGID INSULATION (PER ARCH)
BUILT-UP HEADER
3"=1'-0"
BEARING OPENING
WALL OPENING FRAMING SCHEDULE (UNO ON PLAN)
WIDTH OF OPENING
CRIPPLES
KINGS
COMMENTS
SILL
0 — 4'-0" MAX.
1
1
(4)16d EA. KING STUD TO HDR.
4'-1"— 5'-6" MAX.
2
1
(4)16d EA. KING STUD TO HDR.
5'-7" — 8-0" MAX.
2
2
(4)16d EA. KING STUD TO HDR.
& (1)LTP4 HDR TO EA. KING STUD
8'-1" & OVER
SEE PLANS
SEE PLANS
SEE PLANS
16d 0 6" D.C.
RUSS PER
LAN
ALA OP
HEARWALL PER
CHEDULE
TRUSS .W1 2x4 EA. -,SID NAIL W/ 16 06 o.c.
TO EA. TRUSS (TYPICAL
SHEAR PANEL @ SH EARWALLS
NOTE: TRUSS BLOCKING MAY BE SUBSTITUTED FOR SHEAR
PANELS W/ (2)LTP4 @ 12" O.C.
T.P.
INTERIOR NON —BEARING OPENING
(NOT AT GARAGE TO HOUSE MAN DOOR)
NOTES:
1. ALL HEADERS PER PLAN
2. PROVIDE (2)2x6 HDR. 0 BEARING
OPENINGS & BELOW STRUCTURAL
GIRDER END TRUSSES
3. SEE PLANS FOR INFORMATION NOT NOTES
WALL OPENING DETAIL
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EXPIRES 2 2026
Project
FlLE NUMBER
DRAWN BY
Date
7.15.2025
Sheet
S2
(TYPICAL)
E
GENERAL STRUCTURAL NOTES
(The following applies unless specifically indicated otherwise on the plans.)
ox
w 1. ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING
SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE, 2021 EDITION.
2. DESIGN CRITERIA
ROOF LIVE LOAD (SNOW) 25 psf
PHOTOVOLTAIC PANEL SYSTEM 4 psf & 175 lb INVERTER LOAD ON 4 SQFT EVERY 1000 SQFT
SPRINKLERS 1.5 psf (IF APPLICABLE)
FLOOR LIVE LOAD (RESIDENTIAL) 40 psf
FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED)
HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200#
STAIR & CORRIDOR LIVE LOAD 100 psf
MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG.
WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.2
EARTHQUAKE SS=1.60 Sl =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5
ALLOWABLE SOIL PRESSURE 2,000 psf. (NATURAL SOILS or COMPACTED)
SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1605-1609.
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR
SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK.
4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE
INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION
DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING
DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK, ALL
DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD
VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES &
PROCEDURES REQUIRED TO PERFORM HIS WORK.
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL
PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE
OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL
BY THE ARCHITECT & STRUCTURAL ENGINEER.
9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE
SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
THE SUPPLIER.
10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL
BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS.
11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE
VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY
ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE
MARKED & RETURNED.
SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING
SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY
DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN
SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS
ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED.
GEOTECHNICAL
12. FOUNDATION NOTES:
SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM
STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT
FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW
LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE
ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING
LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE
DRAINAGE.
STRUCTURAL FILL:
AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS &
SPECIFICATIONS AS GIVEN PER THE SOILS REPORT.
CONCRETE
13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT
PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT.
ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT
SHALL BE 47o + 1% BY VOLUME. fc = 3,000 psi.
14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION:
COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE
DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING
SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED.
WELDED WIRE MESH SHALL CONFORM TO ASTM A-185.
15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS
REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR
DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY
THE STRUCTURAL ENGINEER.
16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3"
FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER
#6 BARS OR LARGER 2"
#5 BARS OR SMALLER 1 1/2"
COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1/2"
SLABS & WALLS (INTERIOR FACE) 3/4-
CAST-IN-PLACE CONCRETE:
SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS.
SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS, SEE
ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS
AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST.
17. NON -SHRINK GROUT (3,000psi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED &
PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS.
CTl�_ �_I
18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN,
FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES.
19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks
OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi
STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi
STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm
BOLTS SHALL CONFORM TO ASTM A307 (CONNECTION BOLTS A325-N)
EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES'S PUBLISHED
RECOMMENDATION.
EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL.
20, ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED
WELDERS USING E70XX ELECTRODES,
ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED,
WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WELDING
WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS
OF WELDED BARS.
STEEL FABRICATION
GENERAL:
ALL WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIED
INSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP.
HAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE
BUILDING INSPECTOR.
21. WELDING:
1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION
INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER
AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI)
OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1
2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN
ACCORDANCE WITH WABO REQUIREMENTS.
3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE
FAMILIAR WITH THE APPLICABLE WPS's.
4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED.
5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR
INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD.
6) USE E70 OR E71 T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED.
22. FABRICATION:
1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5.
2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1
23. VERIFICATION INSPECTION:
1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL
INSPECTIONS FOR STRUCTURAL STEEL.
2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK.
FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY
THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL.
24. ERECTION:
1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4.
2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK
IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS.
3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13.
4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE.
5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT
DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH
CONNECTION.
25. BRACING & SAFETY PROTECTION:
THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303
SECTION 7010 & 7.11.
26. PROTECTIVE COATING REQUIREMENTS:
1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED
PER THE PROJECT SPECIFICATIONS.
2) INTERIOR STEEL:
a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE,
1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE
TESTING REQUIREMENTS, IF ANY, ARE SATISFIED.
b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED
IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE
PROJECT SPECIFICATIONS.
AlTraffaffirs
27. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD
GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2x MEMBERS) HEM -FIR #2
BEAMS & STRINGERS DOUGLAS FIR #1
POSTS & TIMBERS DOUGLAS FIR #1
STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE
TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #2 or CONST. GRADE
BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2
2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2
28. GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF
CONFORMANCE.
ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi.
ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi.
29. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN
IDENTIFICATION MARK.
ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi.
30. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES
ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK.
ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi.
31. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN
IDENTIFICATION MARK.
ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi
32. [DEFERRED SUBMITTAL:] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE
MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH
THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC.,
SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER.
SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL
ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION.
DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON.
PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.
33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS.
STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.
34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A.
APPROVED PRESERVATIVE.
PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR
MASONRY,
35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN
THEIR CATALOG.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR
EQUAL or GREATER
LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL
BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF
ALL BOLTS & LAG
SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE.
ALL NAILS SHALL BE COMMON.
ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS.
TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.)
36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS &
ANY OTHER
CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153
& HOT DIPPED
GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE
TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED
GALVANIZED) & SST3000 (STAINLESS STEEL).
37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS.
A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE
2304,10.1 OF THE INTERNATIONAL BUILDING CODE.
B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING
POINTS, PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED
OTHERWISE.
C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST
HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE
& LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS.
D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED
OTHERWISE,
E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW.
F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT.
G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO
SUPPORTS WITH ST22 STRAP EACH END.
H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE
I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6
STUDS @ 16" o.c. AT EXTERIOR WALLS.
J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG
NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER
MANUFACTURES MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES.
K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED.
L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c.
STAGGERED UNLESS SHOWN OTHERWISE.
M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL
BUILDING CODE.
N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON
PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT
UNBLOCKED ROOF SHEATHING EDGES.
PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS.
TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES.
P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c.
STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE.
Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED)
8d @ 6"o.c. AT SHEET EDGES
8d @ 6"o.c. AT INTERMEDIATE BEARING POINTS
R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION
2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS
3. PROVIDE AC or ACE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS
4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.)
S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP.
T. ANCHORAGE:
EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING
BAR) SPECIFIED
ON THE DRAWINGS SHALL BE
INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED
BY
THE SIMPSON STRONG -TIE COMPANY. INSTALL
IN
STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508.
MINIMUM BASE
MATERIAL TEMPERATURE IS 507. RODS SHALL
BE
ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL
INSPECTION OF
INSTALLATION IS REQUIRED TO VERIFY ANCHOR
OR
EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE
IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING
PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION
IS
REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS.
EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING
"AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO.
ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14'F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS,
ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE
TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD
INSTALLATIONS.
2021 IBC CODE VERSION
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EXPIRES 2 2026
Project
Project No.
Drawn By
Date
7.15.2025
51 heet
S3
12%18" PLOT = 112 SCALE
SHEARWALL SCHEDULE:
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SW-6
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d @ 6"o.c. ALL EDGES & 6"o.c. FIELD.
2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 32"o.c.
3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c.
4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS
PROVIDED.
SW-4
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d @ 4"o.c. ALL EDGES & 6"o.c. FIELD.
2. BOLT SILL PLATE TO CONCRETE w/ 5/8 4 x 10" ANCHOR BOLTS @ 32"o.c.
3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3"o.c.
4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS
PROVIDED.
SW-3
INDICATES SHEARWALL w/ SHEATHING ONE SIDE
1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/
8d @ 3"o.c. ALL EDGES & 6"o.c. FIELD.
2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS
@ 16"o.c. PER DETAIL D/S1
2. b. BOLT (2)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR
BOLTS @ 16"o.c.
3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c.
4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER
TYPICAL ROOF SHEATHING:
7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR
TO FRAMING BELOW.
NAIL AS FOLLOWS:
DIAPHRAGM BOUNDARY, OVER EXTERIOR
WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c.
ALL SUPPORTED EDGES: 8d @ 6"o.c.
FIELD: 8d @ 6"o.c.
TYPICAL FLOOR SHEATHING:
3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN
DETAILS AS PROVIDED. PERPENDICULAR TO FRAMING BELOW
5. USE 3x OR (2)2x @ ALL FRAMING MEMBERS RECEIVING END NAILING STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS:
FROM ABUTTING PANELS.
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S1
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DIAPHRAGM BOUNDARY, OVER EXTERIOR
WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c.
ALL SUPPORTED EDGES: 8d @ 6"o.c.
FIELD: 8d @ 6"o.c.
NOTES:
1. USE 3"x3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS.
2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE
EDGE OF THE BOTTOM PLATE ON
THE SIDE(S) w/SHEATHING PER NDS 2021 EDITION (SDPWS) 4.3.6.4.3
3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS
w/ SAME SPACING, DIAMETER & 4 1/2"min. EMBEDMENT.
4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x
0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION.
5. USE 20d NAILS @ 3x FRAMING MEMBERS.
6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG
b. 10d NAILS SHALL BE .148 x 3" LONG
C. 16d NAILS SHALL BE .162 x 3 1/2" LONG
d. 20d NAILS SHALL BE .192 x 4" LONG
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�SjONAL ��
EXPIRES 2 1 2026
Project
FILE NUMBER
DRAWN BY
Date
7.15.2025
Sheet
LOWER LEVEL SHEAR PLAN
UPPER LEVEL SHEAR PLAN
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29'-0"
2'-52"
10'-0"
OMIT PADS AT PATIO PER OPT.
PT 44 ABOVE
W/ ABU44, TYP.
24"x24"x 12"
F / W/ (3)#4 B.E.W. _\
4" CONIC. SLAB
W/ FIBERMESH REINF.
0/ 2" GRAVEL BASE
0/ COMPACTED GRADE
1 SLOPE AWAY 1 /4" / FT 1
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PT 6x6 POST ABV.
W/ ABU66 BASE
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PT 44 POST ABV.
30"00%12" W/ ABU44 BASE
W/ (4)#4 B.E.W.
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W/ FIBERMESH REINFORCEMENT
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0/ COMPACTED GRADE
SLOPE TOWARD DOOR
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24 S2 IN CASE OF MISPLACED
HOLD—DOWN, TYP.
HTT5 MAY BE USED IN
= LIEU OF STHD14RJ
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20'-8" lei
29'-0"
FOUNDATION / MAIN LEVEL FLOOR FRAMING PLAN
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FOOTING SCHEDULE:
1- -1 1'-6"x1'-6"x8" DEEP
(3)#4 EACH FOOTING WAY, TYP.
F 2'-0"x2'-0"x8" DEEP
® CONC. FOOTING W/
24 (3)#4 EACH WAY, TYP.
F2'-6"x2'-6"x8" DEEP
® CONC. FOOTING W/
30 (4)#4 EACH WAY, TYP.
F- -1 3'-0"x3'-0"x8" DEEP
® CONC. FOOTING W/
L36 J (5)#4 EACH WAY, TYP.
F —14'-0"x4'-O"x12" DEEP
® CONC. FOOTING W/
48 (7)#4 EACH WAY, TYP.
POINT LOAD NOTE:
"PL' DESIGNATES POINT LOAD FROM ABOVE ON THE
FOUNDATION PLAN. PROVIDE SOLID BLOCKING UNDER
ALL LOCATIONS AND NO VENTS ARE ALLOWED BELOW PL.
3-1/2x9 GL
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(1)HGA10
(1)HGA10-
2021 CODE VERSION
2x6 ® 16" O.C. EXTERIOR
WALLS TYP. U.N.O
2x4 ® 24" O.C. INTERIOR WALLS
TYP. U.N.O. EXCEPT AT STAIRWELL
& BEARING TO BE 2x4 ® 16" O.C.
PROVIDE A MINIMUM OF 2" CLEARANCE AT ALL PLUMBING
DRAINS FROM THE EDGE OF FLOOR TRUSSES, TYP.
CONCEALED SPACE NOTE:
PROVIDE DRAFT STOPPING @ CONCEALED FLOOR SPACES
IN EXCESS OF 1000 S.F. R502.12 IRC
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EXPIRES 2 1 2026
Project
FILE NUMBER
DRAWN BY
Date
7.15.2025
I Sheet
S5
UPPER LEVEL FLOOR PLAN FRAMING PLAN
(4)
(2)A35 BM
PT
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PT 44 POST PT 44 POST
3 LCE4 CAP LCE4 CAP
GABLE END TRUSS
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(2)0 WALL (2)ATO WALL
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2x10 LEDGER W/ (4)16d ® 16" O.C.
& 16d ® 4" O.C. TO 2x BLOCKING
BETWEEN STUDS
2x10 LEDGER W/ (4)16d ® 16" O.C.
& 16d ® 4" O.C. TO 2x BLOCKING
BETWEEN STUDS
LOWER ROOF FRAMING PLAN
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TYP
END TRUSS
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`5'IONAL ��
EXPIRES 2 1 2026
Project
FILE NUMBER
DRAWN BY
Date
7.15.2025
Sheet
S7