HomeMy WebLinkAboutTOWNSEND M3 MODEL NOT FOR CONSTRUCTION 2021DATE:
DRN:
REV:
8/15/21
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JFS
RE
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REGISTERED
ARCHITECT
Jill Fuerstneau Sousa
STATE OF WASHINGTON
NOT VALID UNLESS SIGNED
7155
PERMIT
SET
APPROVED ALTERNATE _____________________________________________________________________________
SIDING
HORIZONTAL LAP SIDING W 5" EXPOSURE
SHINGLES (WEAVE CORNERS)
FINISHES
AREA
10 SQ. FT
8.33 SQ. FT
8.33 SQ. FT
TOTAL 164 SQ. FT
30 SQ. FT
30 SQ. FT
8.33 SQ. FT
15 SQ. FT
30 SQ. FT
9 SQ. FT
15 SQ. FT
B
B
A
A
1
3
7
5 26
'
-
0
"
WATER HEATER
5'-2"5'-2"
6"
3'
-
0
"
6'
-
2
1
9
/
6
4
"
2'
-
4
"
3'
-
3
3
/
4
"
3'
-
0
"
5'
-
7
"
6'
-
3
"
8'
-
0
1
/
2
"
2'
-
4
"
1'
-
6
"
MODEL M3 THE HOOD
WINDOWS
DOOR SCHEDULE
NA 2'-6" x 6'-8"INT POCKET
5'-0" X 6'-8"INT DOUBLE BIFOLD
OR BIPASS
KEY HAND DOOR SIZE TYPE NOTES
1 3'-O" X 6'-8"EXT. ENTRY
2
3 2' 6" X 6'-8"INT PASSAGE
5
8
LH
RH
LH
NA
2'-6" X 6'-8"INT PASSAGE
SCHEDULES
SKYLIGHTS - CAN BE ADDED IF LOCATED BETWEEN TRUSSES. NO CHANGES TO ROOF FRAMING ALLOWED TO
ACCOMODATE SKYLIGHTS - U-VALUE AS INDICATED IN ENERGY NOTES. SKYLIGHTS TO HAVE A 4" CURB.
SEE ENERGY NOTES, SHEET 1, FOR REQUIRED U-VALUES. ALL WNDWS TO BE NFC CERTIFIED
VERIFY OPENING WITH EXTERIOR ELEVATIONS
VERIFY SWING WITH PLANS , SWING INDICATED BELOW IS REFERENCED IN DIRECTION OF TRAVEL
SEE ENERGY NOTES, SHEET 1, FOR REQUIRED U-VALUES
GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS
SHAL BE CONSIDERED A HAZARDOUS LOCATION. PER R308.4.1 SAFETY GLAZING IS REQUIRED
SAFETY GLAZING (TEMPERING) IN HARZARDOUS LOCATIONS: AS REQUIRED PER IRC R308.
1. IN BATHROOMS AND SHOWERS AND OTHER WET LOCATIONS W/ GLAZING LESS THAN 60" ABOVE
THE FLOOR LEVEL
2. ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF EITHER
VERITCAL DOOR EDGE WHEN IN THE CLOSED POSITION. UNLESS THE GLAZING IS MORE THAN 60"
ABOVE FLOOR LEVEL OR IF THERE IS A INTERVENING WALL OR PARTITION BETWEEN GLAZING & DOOR
3. GLAZING IN ANY FIXED OR OPERABLE PANEL WHEN ALL OF THE FOLLOWING APPLY:
EXPOSED AREA IS GREATER THAN 9 SQ. FT.
BOTTOM EDGE IS LESS THAN 18" ABOVE FLOOR
TOP EDGE IS GREATER THAN 36" ABOVE FLOOR
ONE OR MORE WALKING SURFACES ARE WITIN 36" HORIXONTALLY OF GLAZING
4. GLAZING NEXT TO STAIRS AND RAMPS: WHERE THE GLAZING IS LESS THNA 36" ABOVE THE PLANE OF
ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.
KEY QUANT R.O. SIZE TYPE
A 3
B 1
C 1
D 1 2'-4" X 3'-4"DOUBLEHUNG
E
3'-0" x 5'-0"DOUBLEHUNG
NOTESHDR
6'-8"
-----
3'-0" x 5'-0"DOUBLEHUNG 6'-8"
2'-4" x 3'-4"DOUBLEHUNG 6'-8"---
2 2'-4" X 3'-4"DOUBLEHUNG 6'-8"
6'-8"
TEMPERED
---
---
F 1 2'-4" X 3'-4"DOUBLEHUNG 6'-8"---
G 1 3'-0" X 5'-0"DOUBLEHUNG 6'-8"EGRESS
H 2 3'-0" X 5'-0"DOUBLEHUNG 6'-8"EGRESS
J 1 2'-4" X 3'-4"DOUBLEHUNG 6'-8"H
G
E E
C
B
AA
F
J
D
A
H
6
10
98
11
6"6'-7"5'-6 3/4"3'-0"
4 2' 6" X 6'-8"INT PASSAGELH
4
2
6 2' 6" X 6'-8"INT PASSAGERH
7 2' 6" X 6'-8"INT PASSAGELH
9 2' 6" X 6'-8"INT PASSAGERH
4'
-
2
3
/
4
"
2'
-
8
"
7'
-
0
3
/
4
"
3'-0"
K
22'-0"
13'-4"
10 2' 6" X 6'-8"INT PASSAGERH
11 2'-8" X 6'-8"EXTERIOR STORELH
3"3'-0"3"3'-0"6"
8'-0"2'-4"4'-9 1/2"2'-4"4'-9 3/4"2'-4"5'-8 3/4"2'-4"3'-4"
K 1 3'-0" X 5'-0"DOUBLEHUNG 6'-8"EGRESS
HEAT PUMP
CONDENSOR
HEAT PUMP HEAD
BATH
22" X 30" ATTIC
ACCESS HATCH PER R807
FOUNDATION VENTING:
MIN VENT AREA REQUIRED 1/1500 RULE: 95 SQUARE INCHES
VENTED CRAWL SPACE: 989 SQUARE FEET
PROVIDE CRAWL SPACE VENTILATION AT A RATE OF 1:1,500 OF THE VENTED AREA, UNLESS
OTHERWISE INDICATED ON PLANS.
PROVIDE 8" X 16" PREFABRICATED VENTS IN CONCRETE FOUNDATION, GRAY COLOR. OPENINGS
SHALL BE PROVIDED WITH CORROISION PROOF MESH AS REQUIRED PER IRC. PROVIDE A WELL
WALLS AT VENTS, IF NEEDED, TO PREVENT GROUND FROM INTERFERRING WITH VENTS.
PROVIDE MIN ONE VENT 3'-0" FROM EACH EXTERIOR CORNER, MIN 4 VENTS.
PROVIDE A 6 MIL BLACK POLYETHYLENE OR EQUAL VAPOR BARRIER AT GROUND, LAP MIN. 12" AT
JOINTS. EXTEND VAPOR BARRIOR OVER CONC FOOTING AT INTERIOR AND UP EXTERIOR STEM
WALL, MIN 12".
CRAWL SPACES:
ROOF VENTING CALCS:
1/150 RULE: 6.6 SQUARE FEET OR 949 SQ IN
MIN NFA VENT AREA REQUIRED:
VENTED ROOF AREA: 989 SQ FT
PROVIDE:
TOTAL NFA VENTING: 1,388 SQ IN
CALCULATIONS:
FOUNDATION VENTS SHALL NOT INTERFER WITH DIRECT LOAD PATH OF COLUMNS ABOVE, OR
HOLDDOWNS AS REQUIRED FOR SHEAR SUPPORT
PROVIDE CRAWL SPACE ACCESS, LOCATION AS SHOWN ON THE FOUNDATION PLAN. USE 2X P.T.
FRAMING INSIDE OPENING IN CONCRETE STEM WALL FOR MIN 16" HIGH X 24" WIDE OPENING.
PROVIDE A CONSTRUCTED WELL, TO MAINTAIN AN AREA THAT IS AT LEAST AS WIDE AS THE ACCESS
OPENING AND 24" DEEP, FOR CRAWL SPACES THAT EXTEND BELOW GRADE. THE BOTTOM OF THE
AREA WAY SHALL BE AT LEAST 1" BELOW THE THRESHOLD OF THE ACCESS PANEL DOOR.
ACCESS PANEL TO BE CONSTRUCTED OF PRESURE-TREATED WOOD, PAINTED, OR OTHER MATERIAL
RATED FOR GROUND CONTACT.
(4) ROOF JACKS @ 50 SQ. INCH EA = 200 SQ. IN
LOWER SOFFIT VENTING TO BE 2" CONT SOFFIT VENT = 9 SQ. IN/LIN FT
132 LIN FT X 9 SQUARE INCH /LN FOOT OF VENT = 1,188 SQ IN
AREA CALCS
NEW ADU :989 SQ. FT.
TOTAL BUILDING AREA:1,023 SQ. FT.
NEW PORCH 34 SQ. FT.
NEW WALKWAY:___SQ. FT.
BUILDING OVERHANG:1,378 SQ. FT.
TOTAL IMPERVIOUS SURFACE:___ SQ. FT.
TOTAL IMPERVIOUS SURFACE
BUILDING HEIGHT
ROOF PITCH:5:12
RIDGE HEIGHT:16'-8"
BUILDING AREA
SHEET INDEX
SHEET 2
SHEET 3
SHEET 1
BUILDING SECTIONS, EXTERIOR ELEVATIONS,
EXTERIOR FINISH NOTES
ENERGY NOTES, ENERGY CREDITS, MECHANICAL
NOTES, BUILDING ENVELOPE NOTES
FLOOR PLANS, AREA CALCS,
SCHEDULES, GENERAL NOTES
SHEET 4 DETAILS
MIN, EXISTING HOUSE REQUIRED
(TO MEET 75% MAXIMUM)1,319 SQ. FT.
SKYLIGHTS BETWEEN TRUSSES OR RAFTERS: OPENINGS CANNOT BE LARGER THAN REQUIRED TO FIT
BETWEEN STRUCTRAL COMPONENTS AS REQUIRED IN FRAMING PLANS, WITHOUT ALTERATION.
5:12 ROOF PITCH AS SHOWN
CONSTRUCTION OPTIONS
ROOFING
COMPOSITION ROOFING, COLOR TO BE _______________________________________________________________
METAL ROOFING, COLOR TO BE ______________________________________________________________________
10" SQ. CASED POST PER DETAIL
PORCH
ROOF CONSTRUCTION
PAINT COLORS:
ENTRY DOOR:PROVIDE DOOR SPEC SHEET
MEETS 1/150 RULE FOR NFA
APPROVED ALTERNATE _____________________________________________________________________________
ALTERNATE 6:12 ROOF PITCH
GRADE AT BUILIDING SITE
FLAT SITE (LESS 2% ACROSS BUILDING )
SLOPE EXCEEDS 2% - USE STEP FOOTING DETAIL PER STRUCTURAL -
CONCRETE STEM WALL TO EXTEND TO BOTTOM OF FLOOR LEVEL PER TYP DETAILS
NO PONY WALLS ALLOWED BELOW FLOOR FRAMING
NO GRADE CHANGE FROM PLANS ALLOWED AT PORCH LOCATIONS - MAINTAIN 3 STEPS FROM GRADE TO DECK
1/300 RULE: 3.3 SQUARE FEET 475 SQ. IN
(UPPER ROOF VENTING TO BE 40% -50% OF TOTAL) DECK
(3)
STEPS
DN
3'-0"
VENT TO ATTIC-
EXHAUST TO
GABLE WALL
EXHAUST TO
GABLE WALL
GREAT
ROOM
DECKING
EXHAUST FAN - SEE MECH NOTES
PLAN LEGEND
INTERIOR LOAD BEARING WALLS -
NO CHANGES ALLOWED
SMOKE DETECTOR AND CARBON
MONOZIDE ALARM - HARDWIRED W/
BATTERY BACKUP- SMOKE DETECTOR TO
BE LOCATED IN HIGHEST PART OF CEILING
PER MANUFACTURERS SPECIFICATIONS
PROVIDE COLOR INFORMATION (MANUFACTURER & COLOR NUMBER)
1 OF 4
ROOF PITCH:6:12
RIDGE HEIGHT:17'-4"
ROOF PITCH:4:12
RIDGE HEIGHT:16'-2"
ALTERNATE 4:12 ROOF PITCH
M3
.
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D
CL
O
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PORCH
BEDROOM
BEDROOM/
DEN
CL
O
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E
T
LAUNDRY
TUB/
SHOWER
W
D
MASTER
BEDROOM
3/4
BATH
CL
O
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E
T
3'x3'
sh
30"
SINK
DW
30"
STOVE30"REF
18"
PAN
M3. FLOOR PLAN
SCALE 1/4" = 1'-0"
36'-0"
30
'
-
0
"
RI
D
G
E
RIDGE
2'-6"
O.H.
GENERAL NOTES
INTERNATIONAL RESIDENTIAL CODE, WITH THE ASSOCIATED MECHANICAL AND PLUMBING SECTIONS, 2018 EDITION, THE 2018 INTERNATIONAL FIRE
CODE AND THE 2018 WSEC AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION TO BE FOLLOWED.
ALL BUILDING SITES TO BE LEVEL, MAXIMUM 2% SLOPE, OR TO BE MADE LEVEL BY MEANS OF RETAINING STRUCTURE INDEPENDENT OF THE BUILDING
STRUCTURE. LANDSCAPE RETAINING WALLS TO BE MAX 4' HIGH, UNSUPPORTED. IF RETAINING WALLS MORE THAN 4' TALL ARE NEEDED THEY WOULD NEED
TO BE ENGINEERED SEPARATELY. FINAL GRADE AT PORCHES AND OTHER EXTERIOR DOORS TO BE AS SHOWN ON PLANS, WITH MAX THREE STEPS DOWN.
ALL DOORS NOT DIMENSIONED SHALL BE LOCATED MIN 3 1/2" FROM PERPENDICULAR STUD WALL
INTERIOR DIMENSIONS ARE TO OUTSIDE OF GYP BD SURFACE. EXTERIOR DIMENSIONS ARE TO STUDS.
APPROVED PLANS SHOULD BE ON-SITE AT ALL TIME AND CANNOT BE ALTERED WITHOUT THE AUTHORIZATION OF THE BUILDING OFFICIAL.
CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATION ON SITE OF TEMPORARY POWER, SANITARY CAN, AND OTHER CONSTRUCTION RELATED
EQUIPMENT. STORAGE OF MATERIALS, GARBAGE DISPOSAL AND WORK HOURS TO BE DISCUSSED WITH OWNER.
PROVIDE ALL COMPLIANCE INFORMATION FOR INSULATION INSTALLED, MECHANICAL SYSTEM PRODUCT LITERATURE, AND WINDOWS AND DOOR
COMPLIANCE INFORMATION, AND ANY OTHER INFORMATION REQUIRED BY WSEC OR IRC THAT NEEDS DOCUMENTATION.
EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE, INTERIOR WALLS TO BE 2X4 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE
PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED.
CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND REQUIREMENTS FOR EQUIPMENT SELECTED BY OWNERS.
DIMENSION FOR WIINDOWS ARE ROUGH-OPENINGS, DIMENSIONS FOR DOORS ARE FOR NOMINAL DOOR SIZE, NOT ROUGH-OPENING. ALL ROUGH
OPENINGS TO BE VERIFIED WITH OWNER FOR ACTUAL MANUFACTURERS REQUIREMENTS.
DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO BE FIELD VERIFIED.
PROVIDE PERFORATED DRAINAGE FOOTING PIPES PER FOUNDATION PLAN - TIGHTLINE TO DAYLIGHT, DIRECT AWAY FROM ADJACENT STRUCTURES,
EITHER ON SUBJECT LOT, OR ADJACENT LOTS. DOWNSPOUTS TO HAVE SPLASH BLOCKS- ROUTE DRAINAGE AWAY FROM THE BUILDING FOUNDATION AS
WELL AS ANY ADJACENT STRUCTURES.
ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. FOOTINGS NOT TO BE PLACED ON FILL. PROVIDE
FREE-DRAINING FILL AND SLOPE GRADE 1% AWAY FROM BUILDING FOUNDATION. BACKFILL TO BE FIRMLY COMPACTED.
NO CHANGES TO DRAWINGS TO BE MADE THAT IMPACT THE STRUCTURAL SYSTEMS INCLUDING:
NO CHANGES TO EXTERIOR WALLS DIMENSIONS, INCLUDING OPENING SIZES AND LOCATION
NO CHANGES TO FLOOR OR ROOF FRAMING EXCEPT AS ALLOWED IN STRUCTURAL NOTES.
NO CHANGES ALLOWED IN INTERIOR BEARING WALLS, IF INDICATED ON PLANS.
CHANGES TO DRAWINGS ALLOWED OUTRIGHT:
INTERIOR FINISHES, CABINETRY LAYOUT, PLUMBING AND ELECTRICAL LAYOUTS AS LONG AS
ALL CHANGES COMPLY WITH APPLICABLE CODES. FINISH FLOOR TO BE MAX 3/4" THICK .
GRADE AT CARRIAGE HOUSE UNITS CAN VARY. THE DIFFERENCE BETWEEN GRADE AT THE VEHICULAR DOOR OPENING AND THE OPPOSITE SIDE OF THE
STRUCTURE SHALL NOT CREATE A RETAINING WALL WITH MORE THAN 4 FEET OF UNSUPPORTED FILL.
TOWNSEND
TO
W
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INSPECTOR: SEE SHEET 3 FOR REQUIRED ENERGY CREDITS
FOR 2021 WASHINGTON STATE ENERGY CODE - RESIDENTIAL
DATE:
DRN:
REV:
8/15/21
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JFS
RE
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N
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D
U
s
REGISTERED
ARCHITECT
Jill Fuerstneau Sousa
STATE OF WASHINGTON
NOT VALID UNLESS SIGNED
7155
PERMIT
SET
M3. ______ ELEVATION
SCALE 1/4" = 1'-0"
SCALE 1/4" = 1'-0"
M3. _________ ELEVATION
FLR ELEV
SCALE 1/4" = 1'-0"
M3. ______ ELEVATION
1'
4
1
/
2
"
8'
-
1
3
/
8
"
SUB FLR ELEV
TOP OF PLATE
2'-6"
TYP OH
TOP OF PLATE
FLR ELEV
M3. ______ ELEVATION
SCALE 1/4" = 1'-0"
2'-6"
TYP
O.H.
ATTIC
PREMANUFACTURED TRUSSES @ 24" O.C.
1/2" SHEATHING W/ R 49 FIBERGLASS INSULATION
1" BAFFLE AS NEEDED
8'
-
1
3
/
8
"
SUB FLR ELEV
1'
4
1
/
2
"
TOP OF PLATE
4
3
4
1
6 MIL V.B.
CRAWL SPACE
SECTION BB
SCALE 1/4" = 1'-0"
8'
-
1
3
/
8
"
SUB FLR ELEV
1'
4
1
/
2
"
TOP OF PLATE
& PORCH BEAMS
4
7
4
5
ATTIC
3
3
3
1
6 MIL V.B.
CRAWL SPACE
SECTION AA
SCALE 1/4" = 1'-0"
FLOOR ELEV
12
5
2'-6"
12
5
MIN 24" X 18" CRAWL
SPACE ACCESS - GRAY COLOR-
PROVIDE METAL WIINDOW WELL-
MIN 36" X 36" FOR ACCESS
3'-6"
4
8
4
6
4
1
ROOF JACKS OR CONT RIDGE
16
'
-
8
"
12
5
2 OF 4
OPTIONAL 6:12 PITCH
OPTIONAL 4:12 PITCH
2'-6"
4
4
5/4 X 8
CONT TRIM
5/4 X 5 SIDE CASING
5/4 X 6 TOP CASING
BEVEL SILL W/ 5/4 X 4
APRON TYP
COMPOSITION
ROOFING 0R TO
MATCH EXISTING HOUSE
HORIZONTAL SIDING W/
PAINTED METAL
CORNERS U.N.O
4
5
4
7 4
3
4
8
4
1
HORIZONTAL SIDING W/
PAINTED METAL
CORNERS U.N.O
8" CASED
COLUMN
5/4 X 5 SIDE CASING
5/4 X 6 TOP CASING
BEVEL SILL W/ 5/4 X 4
APRON TYP
5/4 X 8
CONT TRIM
COMPOSITION
ROOFING 0R TO
MATCH EXISTING HOUSE
(3) STEPS UP
M3
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LAP SIDING TO HAVE METAL SIDING CORNERS, HARDIE 199 SERIES SIDING CORNERS, OR EQUAL PRODUCT SPECIFICALLY MANUFACTURED BY SIDING
MANUFACTURER FOR SUCH PURPOSE, AND PAINTED TO THE SIDING COLOR. A REVEAL OUTSIDE CORNER IS AN ACCEPTABLE ALTERNATIVE (TAMYLYN XOCRM OR
EQUAL). SHINGLES, IF USED, TO HAVE WOVEN CORNERS.
CORNER BOARDS TO BE USED ONLY FOR BOARD AND BATT SIDING, OR IF INDICATED ON EXTERIOR ELEVATIONS. IF THE PRIMARY RESIDENCE HAS CORNER BOARDS,
AND WAS BUILT BEFORE 1970, CORNER BOARDS CAN BE USED TO MATCH THE EXISTING HOUSE.
SIDING:
EXTERIOR SIDING AS INDICATED ON PLANS, OR TO MATCH EXISTING SIDING ON EXISTING PRIMARY RESIDENCE. SEE CHECKLIST ON SHEET 1. NO PLYWOOD SIDING IS
ALLOWED (T-111, OR SIM), EVEN IF IT MATCHES THE CONSTRUCTION OF EXISTING PRIMARY RESIDENCE
EXTERIOR FINISHES
EXTERIOR TRIM/DETAILS:
EXTERIOR TRIM TO BE A MINIMUM OF 5/4 x 4 AT TOPS AND SIDES OF WINDOWS AND DOORS, INCLUDING OVERHEAD GARAGE DOORS, UNLESS OTHERWISE INDICATED
ON PLANS. A BEVELED WINDOW SILL TO BE PROVIDED AT ALL WINDOWS, EXCEPT TRANSOM WINDOWS (WINDOWS ABOVE DOORS OR OTHER WINDOWS) OR
CLERESTORY WINDOWS (SMALL WINDOWS IN UPPER PART OF TALL WALLS), WITH A 3 1/2" APRON BELOW.
ENTRY DOOR:
THE ENTRY DOOR TO BE CONSISTENT WITH THE DESIGN OF THE ADU, SIMILAR TO ONE SHOWN ON PLANS.
ALL EXTERIOR DOORS TO BE MADE OF WOOD, FIBERGLASS OR METAL WITH GLASS PANELS AND WITH MIN 3 1/2" TRIM AT TOP AND SIDES, UNLESS OTHERWISE INDICATED ON PLANS.
FLASH ALL TRIM AT WINDOWS/DOOR, BANDS, AND TOP OF COLUMNS. SEE THERMAL AND VAPOR RESISTANCE CONSTRUCTION NOTES.
TRIM BAND, IF REQUIRED, TO BE A CONTINUOUS 5/4X8 TRIM BETWEEN SIDING CHANGES AS SHOWN ON EXTERIOR ELEVATIONS, UNLESS OTHERWISE INDICATED ON PLANS
WHERE BELLY BAND IS INDICATED PROVIDE A 2X4 WITH BEVELED TOP AND 5/4 X 4 APRON BELOW, SIMILAR TO WINDOW SILL.
IN ZONES R10 AND R14, PROVIDE AT LEAST ONE OF THE FOLLOWING : KNEE BRACES OR COLUMNS (AS THEY ARE SHOWN ON PLANS) ,
WINDOW BOXES, OR SHUTTERS (ALSO SHOWN ON PLAN)
PORCH POSTS AND BEAMS SHALL BE WRAPPED IN MIN 1X TRIM AS SHOWN ON DETAILS. CASINGS TO BE SOLID, WITH OVERLAPPING JOINTS - FLUSH CORNERS OR MAX 1/8" SETBACK.
PROVIDE COLUMN CAP AND BASES, IF SHOWN ON DETAILS, OR TO MATCH EXISTING PRIMARY RESIDENCE. PORCH BEAMS TO HAVE TRIM ON BOTH SIDES, AS SHOWN ON DETAILS,
PROVIDE CASED BEAMS AT ALL SIDES OF PORCHES IF SHOWN ON DRAWINGS.
DECK FRAMING ON LEVEL WITH GRADE TO HAVE 1X CEDAR SKIRT BOARD. NO OTHER CASING REQUIRED.
POSTS SUPPORTING UPPER STORY DECK/LANDING DO NOT NEED TO BE WRAPPED WITH FINISH MATERIAL, BUT SHOULD BE OF GOOD
QUALITY WOOD AND PAINTED TO MATCH TRIM OR ACCENT COLOR. EXPOSED HARDWARE TO ALSO BE PAINTED TO MATCH.
ALL UNITS TO CHANGE SIDING MATERIALS, WITH A TRIM BAND OR BELLY BAND, AS SHOWN ON PLANS. AS AN ALTERNATE, IF ONLY ONE SIDING MATERIAL IS USED
THEN TWO DIFFERENT PAINT COLORS ARE REQUIRED (SIDING CAN BE PAINTED ALL THE SAME COLOR AND THE TRIM PAINTED A SEPARATE COLOR.)
PRIMARY PAINT COLOR NEEDS TO MATCH OR COMPLEMENT THE EXISTING PRIMARY RESIDENCE.
ROOFING:
ROOFING TO MATCH EXISTING PRIMARY RESIDENCE. PROVIDE MIN 4" K-STYLE GUTTER WITH DOWNSPOUTS .
DECKS/PORCHES:
DECKING TO BE PER OWNER, INSTALLED PER MAUNFACTURERS RECOMMENDATIONS
FASCIAS TO BE MIN 2X6 OR PER DRAWINGS. BARGE TRIM TO BE 2X8 UNLESS OTHERWISE INDICATED ON DRAWINGS
SOFFITS/PORCH CEILING:
SOFFITS AT OVERHANGS, WHEN ENCLOSED AS PER PLANS, TO BE 1/2" PLY OR SIM MATERIAL, WITH SEAMS CAULKED AND PAINTED.
PORCH CEILINGS TO BE 1/2" CDX PLY OR SIMILAR MATERIAL WITH SEAMS CAULKED AND PAINTED, UNLESS OTHERWISE INDICATED ON
PLANS.
GARAGE DOORS:
GARAGE DOORS TO BE VINYL, STEEL, FIBERGLASS OR ALUMINUM, OF GOOD QUALITY. COLOR TO MATCH TRIM AND BODY
COLOR. NO GLAZING IS REQUIRED IN OVERHEAD GARAGE DOORS.
RAILINGS, WHEN REQUIRED, TO BE EITHER:
* ALUMINUM POSTS WITH CABLES, GLASS OR PICKETS. ALUMINUM POSTS CAN BE TOP MOUNTED OR SIDE MOUNTED. TO BE
INSTALLED PER MANUFACTUERS INSTRUCTIONS.
* 2X2 WOOD PICKETS INDIVIDUALLY ATTACHED TO SIDE OF CARRIAGE, WITH 2X4 HORIZONTAL AND 2X4 TOP RAIL
* WOOD 4X4 POSTS WITH 2X6 TOP RAIL, PROVIDE HORIZONTAL CABLES OR 1/2" STEEL PER DETAIL, OR WITH 2X4 BOTTOM RAIL
AND 1 1/2" X 1 1/2" WOOD PICKETS BETWEEN TOP AND BOTTOM RAILS. 4X4 POSTS MOUNTED TO SIDE OF STAIR CARRIAGE.
WOOD RAILINGS TO BE PAINTED, INCLUDING EXPOSED FASTENERS, ALONG WITH DECK FRAMING. WOOD TOP RAILING CAN BE
NATURAL.
HANDRAILS TO BE REQUIRED FOR MORE THAN 3 STEPS IN ANY FLIGHT OF STAIRS. PROVIDE 1 1/2" DIA HANDRAIL, 34" ABOVE
NOSING, RETURN TO WALLS OR RAILING POSTS AT BOTH ENDS.
RAILINGS:
TO
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D
R60
R30 FIBERGLASS
INSULATION
R30 FIBERGLASS
INSULATION
10 MIL V.B.
10 MIL V.B.
R60 FIBERGLASS
INSULATION
DATE:
DRN:
REV:
8/15/21
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REGISTERED
ARCHITECT
Jill Fuerstneau Sousa
STATE OF WASHINGTON
NOT VALID UNLESS SIGNED
7155
PERMIT
SET
3 OF 4
M3
.
H
O
O
D
EXTERIOR WALL: R21 FIBERGLASS INSULATION
FLOORS: R38 FIBERGLASS INSULATION
ROOF : MIN. R38 FIBERGLASS IN PARALLEL CHORD TRUSS CAVITIES
AND RAFTERS W/ 1" AIR
WINDOWS* :MIN U-VALUE 0.30, NFC-CERTIFIED, UNLESS INDICATED BELOW,
EXTERIOR DOORS :MIN U-VALUE 0.20 (DOORS WITH MORE THAN 5 SQ. FT GLAZING
TO COMPLY WITH WINDOW U VALUE)
BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC LEAKAGE AREA IS LESS
THAN OR EQUAL 5 ACH, IS REQUIRED PRIOR TO FINAL INSPECTION. USING A BLOWER DOOR
AT PRESSURE OF.0.2 INCHES W.G. (50 PASCALS). VOLUME OF THE HOUSE TO BE CALCULATED
AS 8.5 FEET X CONDITIONED FLOOR AREA FOR PURPOSES OF THIS TEST. THE TEST RESULTS
SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE.
BUILDING ENVELOPE MINIMUM VALUES :
ALL WORK TO COMPLY WITH THE 2018 WSEC CODE
SKYLIGHTS:MIN U-VALUE 0.50 (IF APPLICABLE)
5.4 EFFICIENT WATER HEATING: 1.5 CREDITS
3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS
OPTION D:
CREDITS PROPOSED
TOTAL PROPOSED 3.5 CREDITS
HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, WITH ELECTRIC WALL HEATERS IN BEDROOMS-
SEE MECHANICAL NOTES ON THIS SHEET
HOT WATER HEATER, HEAT PUMP TIER III OF NEAA, PROVIDE BRADFORD WHITE AEROTHERM
RE2H65T10, 50 GAL, WITH 3.46 UEF , OR EQUAL
FUEL NORMALIZATION 4: 0.5 CREDITS
PROVIDE:
HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS SHEET, WITH ELECTRIC
WALL HEATERS IN BEDROOMS
1.3 EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS
3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS
OPTION B:
CREDITS PROPOSED
TOTAL PROPOSED 3.0 CREDITS
FUEL NORMALIZATION 4: 0.5 CREDITS
2.1 AIR INFILTRATION & VENTILATION 0.5 CREDITS
FLOOR INSULATION : R38 FIBERGLASS (NO CHANGE TO MINIMUM ABOVE)
VERTICAL GLAZING
(WINDOW AND DOORS): U=0.28
PROVIDE:
ENERGY NOTES
3.6 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 2.0 CREDITS
OPTION A:
CREDITS PROPOSED
TOTAL PROPOSED 3.0 CREDITS
HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS SHEET
NO ELECTRIC RESISTANCE IN BEDROOMS
FUEL NORMALIZATION 2: 1.0 CREDITS
PROVIDE:
BUILDING TO ACHIEVE ACH OF MIN 3.0. SEE FRAMING CHECKLIST ON THIS SHEET FOR BEST
MANAGEMENT PRACTICES FOR AIR LEAKAGE CONTROL
EXHAUST FAN (SEE PLANS FOR LOCATION)
EXHAUST TERMINUS - WALL MOUNT UNLESS
OTHERWISE INDICATED (SEE PLANS FOR LOCATION)
BATHROOM/LAUNDRY ROOMS: MIN. 50 CFM FAN
KITCHEN HOOD: MAX 400 CFM FAN AND NORM OPERATING AT 220 CFM, HOODS PROVIDED THAT HAVE
OPERATING ABOVE 400 CFM TO HAVE MECHANICAL FRESH AIR UP TO MAKE UP FOR EXHAUST AT A RATE
EQUAL TO THE HOOD'S EXHAUST RATE AS REQUIRED IN M1503.4.
VENTILATION:
WHOLE HOUSE VENTILATION PROVIDED THROUGH BATHROOM FAN, SET TO TIMER FOR INTERMITTENT
OPERATION. PROVIDE MIN 45 CFM PER TABLE 1507.3.3(1) AND 1507.3.3(2). FAN TO HAVE MINIMUM
EFFICACY OF 2.8 CFM/WATT. USE PANASONIC WHISPERGREEN FV-05-11VKS2 OR EQUAL W/SONE RATING
OF 0.3
WHOLE HOUSE FAN TO BE LABELED "WHOLE HOUSE VENTILATION"
IF A SEPARATE WHOLE HOUSE VENTILATION FAN IS USED FOR ENERGY CREDITS THE BATHROOM FAN IS
NOT REQUIRED TO BE ON A TIMER
ALL EXHAUST FANS TO BE EXHAUSTED TO OUTSIDE. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE
AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.
MECH NOTES
UNDERCUT INTERIOR DOORS TO HABITABLE ROOMS, MINIMUM OF 1/2", TO ASSURE FREE FLOW OF FRESH AIR ,
GENERAL NOTES:
MINIMUM OF 50% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES.
ALL RECESSED LIGHTS TO HAVE IC RATING.
ALL WORK TO COMPLY WITH THE 2018 WSEC CODE, 2018 IRC, INCLDUNG THE MECHANICAL AND ELECTRICAL
SECTIONS, AND ANY REFERENCED CODES
ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES.
ELECTRICAL PANEL TO BE LOCATED PER NEC REQUIREMENTS.
GENERAL ELECTRICAL NOTES:
MECHANICAL LAYOUT IS SUGGESTED AND IS UP TO THE CONTRACTOR TO DETERMINE BEST FIT
VERIFY LOCATION OF EXHAUST VENTS PRIOR TO INSTALLATION. ALL DUCTWORK SHALL BE CONCEALED
WITHIN THE WALL AND CEILING CONSTRUCTION UNLESS OTHERWISE SHOWN ON PLANS.
HEATING: DUCTLESS MINI SPLIT, MIN HSPF OF 10.0, MITSUBISHI MUZ-GL12NA-U2 OR EQUAL
ELECTRIC WALL HEATERS IN BEDROOMS, UNLESS INDICATED IN ENERGY CREDITS
HEATING:
PROVIDE FRESH AIR, THROUGH-WALL, SCREENED PORTS IN HABITABLE ROOMS
WHOLE HOUSE VENTILATION
AIR-TIGHT FRAMING PRACTICES
TOTAL CREDITS NEEDED 3.0 CREDITS
ENERGY CREDITS (2018 WSEC)
HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS
SHEET, WITH ELECTRIC WALL HEATERS IN BEDROOMS
1.3 EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS
3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS
OPTION C:
CREDITS PROPOSED
TOTAL PROPOSED 3.0 CREDITS
FUEL NORMALIZATION 4: 0.5 CREDITS
7.0 APPLIANCE PACKAGE: 0.5 CREDITS
DISHWASHER, ENERGY STAR RATED, BOSC ASCENTA, MODEL #SHX3AR75UC, WHIRLPOOL
MODEL #WDT730PAHZ OR EQ
FLOOR INSULATION : R38 FIBERGLASS (NO CHANGE TO MINIMUM ABOVE)
VERTICAL GLAZING
(WINDOW AND DOORS): U=0.28
PROVIDE:
PROVIDE HIGH EFFECIENCY WHOLE HOUSE FAN, MAXIMUM 0.35 WATTS/CFM, SIZED AS DESCRIBED IN
VENTIALATIONS NOTES, THIS SHEET. USE PANASONIC WHISPERQIUET OR EQUAL. FAN TO BE LOCATED
IN CEILING OF THE HIGHEST SPACE.
FRAMING BEST PRACTICES TO BE FOLLOWED TO ACHIEVE AN ACH OF 3.0 AS REQUIRED FOR ENERGY CREDIT 2.1, IF USING OPTION B
FOR ENERGY CREDITS. THESE BEST PRACTICES ARE INTENDED TO AUGMENT THE CODE REQUIREMENTS AS INDICATED ABOVE.
PROVIDE AND INSTALL FOAM BACKER ROD OF PROPER SIZE AROUND ALL WINDOWS, DOORS AND OTHER SUCH GAPS. PROVIDE LOW
EXPANSION FOAM ON TOP OF BACKER ROD.
APPLY FOAM AT ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING AND ELECTRICAL
USE GASKET SILL SEALER AT UNDER BOTTOM OF PLATE AT WALL ASSEMBLIES BEARING ON FLOOR SHEATHING AND MUDSILLS ON
CONCRETE STEMS WALLS FOR SLAB-ON GRADE CONSTRUCTION.
PROVIDE CAULKING FOR ALL PENETRATIONS THROUGH DRYWALL IN GARAGE WITH INTUMESCENT FIRESTOP CAULKING FOR
FIRE-RATING AS WELL AS SEALING.
INSULATE ALL EXPOSED WATERLINES IN GARAGE INCLUDING HOSEBIBS, WATERLINES TO WATER HEATER, AND MAIN WATER SUPPLY.
ALL GAPS AND CORNERS TO BE FULLY WRAPPED SO NO PIPING IS EXPOSED. PIPE INSULATION SHOULD HAVE NO JOINTS LARGER THAN
1/8" AND SHALL BE COVERED IN DUCT TAPE WHEN THEY OCCUR. ZIP TIES CAN BE SUBSTITUTED FOR DUCT TAPE. FOR SECURING
INSULATION.
CARRIAGE HOUSES, ADDITIONALLY:
ALL CAULKING AND SEALING TO BE DONE IN ATTIC BEFORE BLOWN IN INSULATION, OR BATT INSULATION, IS INSTALLED.
INSULATE ALL WATER PIPES IN CRAWL SPACES PER WSEC 2018
HEAT PUMP WATER HEATERS, UNLESS LOCATED IN AN ATTACHED GARAGE, SHOULD HAVE FRESH
AIR INTAKE, INSTALL AS SPECIFIED PER MANUFACTURER
AN AREA-WEIGHTED AVERAGE OF ALL WINDOWS AND GLAZED DOORS IS ALLOWED.
CONTRACTOR TO PROVIDE CALCULATIONS ALONG WITH WINDOWS SPECS
UP TO 15 SQ. FT OF WINDOW AREA IS EXEMPT FROM THE U-VALUE REQUIREMENT
* FENESTRATION NOTES:
ONE SIDE-HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQ. FT IN AREA IS EXEMPT
FROM THE U-VALUE REQUIREMENT
NOT APPLICABLE
CAULKING BEAD TO BE APPLIED TO ALL INTERIOR JOINTS OF EXTERIOR WALL PLATE LINES AND INSIDE CORNERS
LIMIT USE OF RECESSED LIGHTING. WHEN USED, CAULK ALL OPEN PENETRATIONS SO THERE IS AN AIR SEAL WITH NO GAPS AT THE
UPPER CANS.
VENTLESS CLOTHES DRYER WITH MIN CEF RATING OF 5.2. USE MIELE, MODEL TW1180, OR LG,
MODEL DLEC888E OR EQUAL (STACKABLE WITH WASHER)
HIGH-EFFICIENT APPLIANCES. PROVIDE DOCUMENTATION FOR THE FOLLOWING:
NOTE ALL APPLIANCES TO BE INSTALLED PRIOR TO FINAL BUILDING PERMIT INSPECTION AND
DOCUMENTATION AVAILABLE FOR INSPECTOR.
REFRIGERATOR, ENERGY STAR RATED, SAMSUNG MODEL #RT18M6215SR OR EQUAL
WASHING MACHINE, ENERGY STAR RATED. USE MIELE, MODEL WWF0G0WCS OR LG, MODEL
LGWADREW13882 OR EQUAL (FRONT LOADING FOR STACKING)
R402.2.4: ACCESS DOORS AND HATCHES FROM CONDITIONED SPACE TO UNCONDITIONED SPACE SHALL BE WEATHERSTRIPPED
AND INSULATED TO THE LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
INSULATION AND MOISTURE PROTECTION:
FRICTION FIT UN-FACED INSULATION. FACED INSULATION TO BE STAPLED TO FACE OF STUDS .
INSULATION TO BE INSTALLED TO ITS FULL DEPTH WITHOUT ANY COMPRESSION.
PROVIDE BAFFLES IN ROOF CAVITIES TO MAINTAIN A 1" AIRSPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT
INSULATION AND EXTEND 12" ABOVE LOOSE FILL INSULATION.
INSULATE BEHIND SHOWERS/TUBS, WHERE INTERIOR PARTITIONS MEET EXTERIOR WALLS, AND AT BUILDING CORNERS. SEE
DETAILS BELOW
PROVIDE R-10 RIGID INSULATION AT WINDOW AND EXTERIOR DOOR HEADERS, ON EXTERIOR SIDE OF 4X HEADER, OR SANDWICH
BETWEEN (2) 2X HEADERS.
VAPOR-RETARDERS ARE REQUIRED ON INSIDE OF EXTERIOR WALLS, CLASS II, FACED BATTS OR EQUAL. DO NOT INSTALL
VAPOR RETARDERS IN BELOW GRADE WALLS (CONDITIONED BASEMENT SPACES.) DO NOT USE 4 MIL POLY SHEETING FOR
VAPOR BARRIER.
EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENING BETWEEN WALLS AND FOUNDATIONS, BETWEEN
PENETRATIONS OF UTILITY SERVICES THROUGH EXTERIOR WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN
THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES SHALL BE SEALED, CAULKED, GASKETED OR
WEATHER STRIPPED TO LIMIT AIR-LEAKAGE. SEE CHECKLIST BELOW FOR SPECIFIC BEST MANAGEMENT PRACTICES IF 3.0 ACH
IS PROPOSED FOR ENERGY CREDITS.
APPROVED CORROSION-RESISTANT FLASHING TO BE USED AT IN THE EXTERIOR ENVELOPE IN SUCH A MANNER AS TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS, AND
PROVIDE POSITIVE WATER FLOW AWAY FROM THE STRUCTURE.
FLASHING TO BE INSTALLED AT ALL THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK-PROOF.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS,
WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPING AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO THE WALL OR FLOOR ASSEMBLY OF
WOOD-FRAMED CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS
7. BUILT IN GUTTERS
RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 20 CFM AIR MOVEMENT FROM
THE CONDITIONED SPACE TO THE CEILING CAVITIY. THE LIGHTING FIXTURE SHALL BE TESTED AT 15 PASCALS AND HAVE LABEL
ATTACHED, SHOWING COMPLIANCE WITH THIS TEST. RECESSED LIGHT FIXTURES TO BE INSTALLED WITH A GASKET OR CAULK
BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE.
PROVIDE OUTDOOR AIR FOR WATER HEATERS IF NEEDED, AS REQ BY MANUFACTURER
HOT WATER HEATER, ELECTRIC 40 GALLONS, UNLESS INDICATED IN ENERGY CREDITS
GENERAL PLUMBING NOTES:
WATER HEATERS TO BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION.
STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF HEATER PER UPC SECTION 510.5
WATER RESISTANCE BARRIER TO BE INSTALLED ON THE EXTERIOR OF THE WALL ASSEMBLY. MEMBRANE TO BE INSTALLED
STARTING AT THE LOWEST PORTION OF THE WALL WITH NEW LAYERS OVERLAPPING PER MANUFACTURERS RECOMMNEDATIONS.
SEAL ALL JOINTS - USE MATERIAL AS SPECIFIED BY MANUFACTURER. WRAP BARRIER INTO ALL WINDOW AND DOOR OPENINGS.
TYP CORNER
W/ INTERMEDIATE
FRAMING
FULLY INSULATE AT
CORNER
INTERMEDIATE FRAMING
TYP itnerior wall
W/ INTERMEDIATE
FRAMING
FULLY INSULATE
BEHIND INTERIOR WALL
STANDARD HDR
W/ INTERMEDIATE
FRAMING
TOP OF WALL
4X HDR PER STRUCTURAL
W/2" RIGID INSUL ON EXTERIOR
4X HDR
W/ INTERMEDIATE
FRAMING
TOP OF WALL
HEADER HEADER
INSULATION INSTALLERS TO PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER, AND R-VALUE OF INSULATION USED
IN EACH ELEMENT OF THE BUILDING ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS OR CELLULOSE) PROVIDE
THE INSTALLED THICKNESS, SETTLED THICKNESS, AND SETTLED R-VALUE.
HEADERS TO BE (2) 2X PER STRUCTURAL DRAWINGS WITH RIGID INSULATION BETWEEN OR 4X WITH RIGID
INSULATION ON EXTERIOR SIDE OF HEADER. SEE DETAILS BELOW.
EXTERIOR STUD WALLS TO HAVE STANDARD FRAMING 2X6 STUDS @ 16" O.C. WITH DOUBLE TOP PLATES.
FRAME CORNERS AS SHOWN IN DETAIL BELOW AND INTERIOR PARTITION INTERSECTIONS TO ACHIEVE FULL INSULATION.
PREMANUFACTURED TRUSSES TO HAVE MIN 13" ENERGY HEEL AS INDICATED ON PLANS. PROVIDE SOLID BLOCKING AT
EXTERIOR WALL AS SHOWN W/ AIRSPACE FOR VENTING. R38 FIBERGLASS INSULATION FULL DEPTH OVER EXTERIOR
WALL, TIGHT TO SOLID BLOCKING.
SINGLE RAFTER ROOF CONSTRUCTION OR PARALLEL CHORD TRUSSES TO HAVE SOLID BLOCKING WITH AIRSPACE
ABOVE, PER TYP DETAIL. R38 FIBERGLASS INSULATION, FULL DEPTH, TO BLOCKING AT EXTERIOR WALL.
BUILDING ENVELOPE
SINGLE JACK STUD
W/ SINGLE KING STUD
@ EA END
DOUBLE TOP PLATES
2X6 PLATE
FOR WNDW/DOOR ATTACHMENT
FLOOR INSULATION TO BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE FLOOR DECKING.
SINGLE JACK STUD
W/ SINGLE KING STUD
@ EA END
DOUBLE TOP PLATES
2X6 PLATE @ TOP AND
BOTTOM AS PER STRUCTURAL
(2) 2X HDR PER STRUCTURAL
W/2 1/2" RIGID INSUL BETWEEN
TO
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R49
1.02:
ENERGY CREDITS (2018 WSEC)
TOTAL CREDITS NEEDED 3.0 CREDITS
R49R49
DATE:
DRN:
REV:
8/15/21
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REGISTERED
ARCHITECT
Jill Fuerstneau Sousa
STATE OF WASHINGTON
NOT VALID UNLESS SIGNED
7155
PERMIT
SET
8"
M
I
N
7" X 16" FOUNDATION VENTS
3"
C
L
R
FOUNDATION TYP
SCALE 1 1/2"= 1-'0"3
SEE STRUCTURAL FOR REINFORCEMENT AND DIMENSIONS
4" PERFORATED DRAIN PIPE
4" TIGHTLINED PVC PIPE, TO
STORMDRAINAGE PER CIVIL
FREE-DRAINING FILL W/
GEO-FILTER FABRIC LINING
6 MIL V.B.
2X6 STUD WALL @ 16"O.C
1/2" SHEATHING
R21 FIBERGLASS INSUL.
TYVEK OR APPROVED WRB
2X6 P.T. SILL
NAILING PER SHEAR WALL SCHEDULE
FIN FLR
12
"
M
I
N
.
JOISTS PER STRUCTURAL
W/R38 FIBERGLASS INSUL
1"
3"
C
L
R
FIN FLR
PER STRUCTURAL
1% SLOPE
FOUNDATION @ PORCH
SCALE 1 1/2"= 1-'0"
4
SEE DETAIL 1 FOR TYPICAL NOTES
FLASHING
P.T. LEDGER
PER STRUCUTRAL
DECKING PER OWNER
PER
PLANS
18
"
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12
"
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B
E
A
M
S
6"
CRAWL
SPACE
PT. JOISTS
PER STRUCTURL
SHEATHING PER STRUCTURAL/
SIDING PER EXTERIOR ELEVATIONS
MAINTAIN MIN 6" CLEARANCE TO GRADE
porch POST
SCALE 1 1/2"= 1-'0"6
4
4
1X8 -
ALTERNATIING
4
8P.T. BEAM
porch FRAMING - NO PLINTH
SCALE 1 1/2"= 1-'0"7
11"
1X10 CEDAR SKIRT BOARD
PT. JOISTS
PER STRUCTURL
6
1
/
2
"
6
1
/
2
"
3 1/2"
ELEVATED POST BASE
PER STRUCUTRAL
CONC FOOTING
PER STRUCTURAL
SLD BLKG
2 6
2 6
TYP EAVE
SCALE 1 1/2"= 1-'0"1
2'-6" O.H.
12
5
13
"
H
E
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L
5/4 X 8 CONT TRIM, ALIGN WI/PORCH BEAM
porch ROOF
SCALE 1 1/2"= 1-'0"5
4X4 POST-
CASED PER DETAIL BELOW
CASED BEAM 3X W/ 1/2" PLY EA SIDE
5/4X TRIM TO ALIGN WITH CONT TRIM
1/2 X 1 TRIM
4
2X4 CAP- W/
FLASH TOP
2x12 SLD BLKNG OR BLOCKING PANELS AT
EXTERIOR WALLS PER TRUSS MANUFACTURER.
PANELS TO PROVIDE 1" AIRSPACE AT TOP FOR
FREE VENTING
1 alt ONE-HOUR EAVE DETAIL
SCALE 1 1/2"= 1-'0"
SEE DETAIL 2, THIS SHEET, FOR NOTES
AND TYPICAL DETAILS
TRUSSES @ 24" O.C. MIN R38 AT BUILDING EDGES-
R49 FIBERGLASS BATT IN ATTIC SPACES OPTIONAL
1/2" SHEATHING PER STRUCUTRAL
15# FELT OR EQUAL- ROOFING PER EXT ELEVATION
HEADER PER STRUCTURAL
TYP (2) 2X8 WITH RIGID ISUL BETWEEN
FRAME OPENING BELOW HEADER AS NEEDED
2X6 @ 16" O.C. STUD WALL
SEE INTERMEDIATE FRAMING NOTES, SHEET 3
1/2" SHEATHING PER STRUCUTRAL, TYVEK
OR OTHER APPROVED WRB
R21 FIBERGLASS BATT
2" CONT SOFFIT VENT
CONTINUOUS VENTING ON ROOF DECK
INSTALL ABOVE FIREBLOCKING - PER
MAUNFACTURER'S INSTRUCTIONS -
SOLID FIRE-BLOCKING
FROM TOP OF PLATE TO
UNDERSIDE OF SHEATHING
NO VENTING
ALLOWED UNDER EAVES
ONE-HOUR WALL (WHERE INDICATED):
1/2" TYPE X GYP BD OR DENSSHIELD
BETWEEN SHEATHING & SIDING
ONE LAYER 5/8" TYPE X GYP BOARD ON INSIDE -
ONE-HOUR RATING NOTES
2 6
2 6
12
5
13
"
H
E
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L
12
5
13
"
H
E
E
L
2" CONT SOFFIT VENT
5/4 X 6 TOP CASING
FIREBLOCKING:
FIREBLOCKING TO BE PROVIDED, AS REQUIRED IN R302.11, TO CUT OFF ALL CONCEALED DRAFT
OPENINGS, BOTH VERTICAL AND HORIZONTAL, AND FORM AN EFFECTIVE FIRE BARRIER BETWEEN
BETWEEN TOP STORY AND THE ROOF SPACE AND BETWEEN STORIES.
FIREBLOCKING TO BE PROVIDED IN THE FOLLOWING LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS
VERTICALLY AT CEILING AND FLOOR LEVELS
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS
OCCUR IN SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONCELAED SPACES AT STAIRS STRINGERS AT TOP AND BOTTOM OF THE RUN. ENCLOSED
SPACES UNDER STAIRS TO COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH
APPROVED MATERIAL TO RESIST FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE
MATERIAL FILLING THE ANNULAR SPACE DOES NOT NEED TO BE REQUIRED TO MEET ASTM 136
REQUIREMENTS.
ONE-HOUR RATING
ALL EAVES WITHIN 2' TO 5 FEET OF AN INTERIOR LOT LINE TO HAVE ONE-HOUR RATING.
ONE-HOUR WALLS REQUIRED FOR:WALLS THAT ARE CLOSER THAN 5' TO AN INTERIOR LOT LINE
OR
CLOSER THAN 5' FROM FIRE SEPARATION LONE BETWEEN BUILDINGS
PROVIDE:EXTERIOR:
1/2" DENSSHIELD OR 5/8" TPYE X DRYWALL BEHIND SIDING APPLIED
PARALLEL TO STUDS, WITH GALVANIZED ROOFING NAILS @4" O.C.
AT VERTICAL JOINTS AND TOP AND BOTTOM PLATES AND 7" O.C. AT
INTERIM STUDS. FACE LAYER OF 5/16" X 12" MAX FIBER-CEMENT PLANK
SIDING HORIZONTALLY W/ 6D CORROSION-RESISTANCE NAILS TO EA STUD.
INTERIOR: ONE LAYER 5/8" TYPE X GYP WALL BOARD APPLIED PARALLEL TO
STUDS W/ 1 7/8" SMOOTH ROUND SHANK NAILS, 0.088" SHANK, 0.275" HEADS, 7" O.C.
JOINTS IN PANELS STAGGERED 24" ON OPPOSITE SIDES OF LOAD-BEARING WALLS.
ALSO, A FIRE SEPARATION LINE TO BE ESTABLISHED THAT IS 5 FEET FROM THE EXISTING EAVES OF ANY
ADJACENT DWELLING ON THE PROPERTY. NEW EAVES THAT ARE WITHIN 2 FEET TO 5 FEET OF THAT FIRE
SEPARATION LINE ALSO NEED TO HAVE A ONE-HOUR RATING.
VENTING UNDER THE EAVES IS NOT ALLOWED IN A RATED EAVE.
CLOSED SOFFITS TO HAVE 1-HOUR RATED DENSSHIELD OR ONE-HOUR RATED GYP .BD
FIREBLOCKING FROM THE TOP OF TOP PLATE TO THE UNDERSIDE OF SHEATHING WILL MEET THE
ONE-HOUR FIRE RATING REQUIREMENT
NO GABLE ENDS VENTS ARE ALLOWED IF GABLE END EAVES REQUIRE ONE-HOUR PROTECTION.
OR
PROVIDE:
EAVES AND OTHER PROJECTIONS
EXTERIOR WALLS:
SEE SITE PLAN FOR LOCATION OF FIRE-RATED EAVES
SEE SITE PLAN FOR LOCATION OF FIRE-RATED WALLS
8
MITER 2X4 SILL AROUND CORNER
6X6 POST IN CORNER -
HEADER CONNECTION
PER STRUCUTRAL
6
6
corner wndw detail
SCALE 1 1/2"= 1-'0"
2 SCALE 1 1/2"= 1-'0"
BEVELED SILL 2X4
W/ 10 DEGREE TOP
OR PREFAB SILL OF
SIMILAR DIM
TYP WNDW HDR/SILL
5/4 X 4 APRON
5/4 X 4 MIN
TOP CASING
OR PER ELEVATIONS
FLASHING
4 OF 4
M3
.
H
O
O
D
TO
W
N
S
E
N
D
TRUSS @ 24" O.C. MIN R49 AT BUILDING EDGES.
1/2" SHEATHING PER STRUCTURAL
15# FELT OR EQUAL - ROOFING PER EXT ELEVATION
R60
R20
SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3
SEE WOOD FRAME ASSEMBLY
OPTION 1 ON SHEET 3
R20
MIN. 2X10 WITH R30
FIBERGLASS INSULATION
10 MIL V.B.
GENERAL
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN
ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE
CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS
SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT
ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER
CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND
CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO
CONSTRUCTION.
DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS,
OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE
ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL
STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THE
DRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS.
SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.
ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON-
BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.
CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING TO THE BUILDING OFFICIAL FOR APPROVAL AT
LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.
CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM.
CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO
PERFORM WORK.
CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS,
EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED
UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS
HAVE ACHIEVED DESIGN STRENGTH.
CODES
BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 EDITION,AS AMENDED BY THE
STATE OF WASHINGTON.
STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN
THE 2018 IRC EDITION IN EFFECT ON THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY
THE GOVERNING CODE.
DESIGN CRITERIA
FLOOR DESIGN DATA:
IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN:
40
BALCONIES (EXTERIOR) AND DECKS (WAC 51-51)60
SNOW DESIGN DATA:
GROUND SNOW LOAD P g = 20 PSF (ASCE 7 FIGURE 7-1)
FLAT-ROOF SNOW LOAD P f = 25 PSF MIN UNIFORM SNOW
LOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010
WIND DESIGN DATA:
BASIC WIND SPEED V = 110 MPH, ULTIMATE 3 SECOND GUST IRC FIGURE R301.2(5)A
EXPOSURE CATEGORY B WITH TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 132 MPH)
C WITH NO TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 110 MPH)
PER IRC TABLE R301.2.1.5.1
EARTHQUAKE DESIGN DATA:
SEISMIC-FORCE-RESISTING SYSTEM:
ANALYTICAL PROCEDURE:IRC BRACED WALL PROVISIONS
SEISMIC DESIGN CATEGORY D2 (IRC SECTION R301.2.2.1)
RESPONSE MODIFICATION COEFFICIENT R = 6.5 (ASCE 7 TABLE 12.2-1)
SYSTEM OVERSTRENGTH FACTOR Ω0 = 3 (ASCE 7 TABLE 12.2-1)
DEFLECTION AMPLIFICATION FACTOR Cd = 4 (ASCE 7 TABLE 12.2-1)
GEOTECHNICAL
ALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED AND
THEREFORE MUST BE VERIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER OR INSPECTOR. IF SOILS ARE
FOUND TO BE OTHER THAN ASSUMED OR FOUND TO BE EXPANSIVE, NOTIFY THE CONTRACTING OFFICER FOR
POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT
LEAST 18" BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE. FOOTING DEPTHS AND ELEVATIONS SHOWN ON
DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS IN
FIELD. BACKFILL BEHIND ALL WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
DRAINAGE IN AN APPROVED MANNER.
SOIL PROFILE TYPE SITE CLASS "D"
ALLOWABLE VERTICAL DESIGN PRESSURE 1500 PSF
SUBMITTALS
SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION OR
CONSTRUCTION OF THESE ITEMS:
CONNECTOR PLATE WOOD TRUSSES
GLUED-LAMINATED MEMBERS
EMBEDDED ITEMS IN CONCRETE
CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE
CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM
OF 10 WORKING DAYS FOR REVIEW.
SHOP DRAWING 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 BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND
INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS,
DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE
DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE
DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
DEFERRED SUBMITTALS: DRAWINGS AND CALCULATIONS FOR BIDDER-DESIGNED COMPONENTS, SEALED BY THE
WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.
DEFERRED SUBMITTALS INCLUDE:
PRE-FABRICATED WOOD TRUSSES
SUBMITTALS OF BIDDER-DESIGNED COMPONENTS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF
ALL FORCES TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER-DESIGNED
COMPONENTS ARE FOR INFORMATION ONLY AND WILL NOT BE REVIEWED.
CONCRETE:
REFERENCE STANDARDS: CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS,
EXCEPT AS MODIFIED BELOW:
ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE"
ACI 311 "GUIDE FOR CONCRETE INSPECTION"
ACI SP-15 *"FIELD REFERENCE MANUAL"
* A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES.
MATERIALS:
CEMENT ASTM C150, C595
* AGGREGATES ASTM C33
ADMIXTURES ASTM C260, C494, C1017
* * FLY ASH ASTM C618, CLASS F OR C
CONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT
SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR
REVIEW BY ENGINEER PRIOR TO USE. COMPLY WITH IRC SECTION 402.2. MIXES SHALL MEET OR EXCEED THE
FOLLOWING CRITERIA:
TYPE OF CONSTRUCTION
CONCRETE 3,000 PSI
CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED
TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND
SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER
AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING
STRENGTH DATA IN ACCORDANCE WITH ACI 318, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF
RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS.
CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
ADMIXTURES: ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE A WATER-REDUCING ADMIXTURE
COMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM
CHLORIDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED.
ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR-ENTRAINING AGENT COMPLYING WITH
ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.3.1. TESTS
FOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLACING HOSE IN ACCORDANCE
WITH ASTM C173.
WATER/CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL,
INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH AND SILICA FUME.
MAXIMUM AGGREGATE SIZE SHALL BE 1 1/2", BUT NOT MORE THAN 3/4 TIMES THE CLEAR DISTANCE BETWEEN
REINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM
AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1/3 TIMES THE SLAB THICKNESS.
SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLIER, AND
INCLUDED IN MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO SUBMITTED CONCRETE MIX
DESIGN. SLUMP SHALL CONFORM TO ASTM C94.
EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUT
APPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED
ITEM PLANS TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO PLACING CONCRETE.
BONDING AGENT SHALL BE EPOXY RESIN BASED CONFORMING TO ASTM C881, TYPE V, GRADE 2. USE WHERE NEW
CONCRETE IS PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES.
NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT 28 DAYS, BUT NOT LESS
THAN THE MATERIAL ON WHICH IT IS PLACED UPON.
CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILS
SHOWN ON DRAWINGS OR, AT CONTRACTOR'S OPTION, SHALL BE AN INTENTIONALLY ROUGHENED
CONSTRUCTION JOINT DEFINED BY THE FOLLOWING:
1.SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE
AGGREGATEEMBEDDED IN PREVIOUS POUR.
2.EXPOSED AGGREGATE SHALL PROTRUDE 1/4" MINIMUM.
3.JOINT SURFACE SHALL BE CLEANED AND LAITANCE REMOVED.
4.JOINT SHALL BE WETTED AND STANDING WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE IS PLACED.
5.SUBMIT CONSTRUCTION JOINT LAYOUT PLAN TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO
PLACING CONCRETE.
GENERAL STRUCTURAL NOTES
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF
INSPECTION, FOR THE INSPECTOR’S USE AND REFERENCE. SEE IRC SECTIONS R106.1.1 AND R106.1.2.
RESIDENTIAL PRIVATE ROOMS AND CORRIDORS
UNIFORM LIVE
LOAD (PSF)
BEARING WALL SYSTEM (N-S)
BEARING WALL SYSTEM (E-W)
*AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33
APPENDIX XI SHALL NOT BE USED. THE 'SAND EQUIVALENT' FOR FINE AGGREGATE SHALL NOT BE LESS THAN 75.
* *MAXIMUM LOSS ON IGNITION SHALL BE 1%.
SPECIFIED COMPRESSIVE
STRENGTH (f 'c)
AT 28 DAYS, UNO
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S1
MODEL M3
GENERAL STRUCTURAL
NOTES
4/10/2024
CONCRETE REINFORCEMENT
REFERENCE STANDARDS: CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF
THEFOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW:
ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI SP-66 "ACI DETAILING MANUAL"
ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
CRSI "PLACING REINFORCING BARS"
CRSI "MANUAL OF STANDARD PRACTICE" MSP-1
WRI "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE"
MATERIALS:
DEFORMED BARS ASTM A615, GRADE 60 (#3 AND #4 BAR MAY BE GRADE 40)
SMOOTH WELDED WIRE
BAR SUPPORTS CONFORM TO CHAPTER 3, CRSI MSP-1
1.ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE
THAN18 KSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3 KSI).
2.PER ACI 318-14, SECTION 20.2.2.5 THE MINIMUM ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FOR
BAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES NO. 7 THROUGH NO. 11, AND AT LEAST
10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18.
3.IF MILL TEST REPORTS ARE NOT AVAILABLE, REINFORCEMENT SHALL BE TESTED PER THE SPECIFICATIONS AT
THE CONTRACTOR'S EXPENSE.
REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP-1. REINFORCEMENT SHALL
BE DETAILED IN ACCORDANCE WITH ACI SP-66. NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE
PERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND ACI
318. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM UNLESS
OTHERWISE NOTED. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5
AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE
WITH ACI 318, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON
THE DRAWINGS OR APPROVED BY THE ENGINEER.
TYPE 1 MECHANICAL SPLICES OF REINFORCING BARS SHALL BE MADE WITH THE FOLLOWING SYSTEMS AND SHALL
DEVELOP A MINIMUM OF 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS:
LENTON STANDARD, LENTON LOCK, LENTON FORMSAVER, DAYTON SUPERIOR BAR LOCK L-SERIES, DAYTON
SUPERIOR DBDI MECHANICAL SPLICE SYSTEM.
TYPE 1 MECHANICAL SPLICES AND WELDED SPLICES ARE NOT PERMITTED IN CONCRETE SHEAR WALLS, MOMENT
FRAMES, AND STRUT MEMBERS.
TYPE 2 MECHANICAL SPLICES SHALL MEET THE REQUIREMENTS LISTED ABOVE FOR TYPE 1 SPLICES AND SHALL
ALSO BE CAPABLE OF DEVELOPING THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS.
TYPE 2 MECHANICAL SPLICES ARE PERMITTED AT ANY LOCATION WITH PRIOR APPROVAL FROM THE ENGINEER.
MECHANICAL SPLICES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE ICC OR IAPMO
EVALUATION REPORTS.
CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE:
SLABS ON GRADE 2" BOTTOM
INTERIOR WALL FACES 3/4" (#11 AND SMALLER), 1 1/2" (#14 AND #18)
EXPOSED FORMED WALL FACES 1 1/2" (#5 AND SMALLER), 2" (#6 AND LARGER)
FOOTINGS 3" (EXCEPT 2" TOP AND FORMED SIDES)
FIBROUS REINFORCEMENT: SHALL BE POLYPROPYLENE FIBROUS REINFORCEMENT SUCH AS "FIBERMESH",
"GRACE FIBERS", OR APPROVED EQUAL. FIBROUS REINFORCEMENT SHALL NOT BE USED AS A SUBSTITUTE FOR
OTHER TYPES OF REINFORCEMENT WITHOUT APPROVAL BY THE ARCHITECT AND ENGINEER. FIBROUS
REINFORCEMENT IS NOT AN ACCEPTABLE SUBSTITUTE FOR WELDED WIRE REINFORCEMENT IN COMPOSITE SLABS
ON METAL DECK. SUBMIT PROPOSED PRODUCT DATA AND SPECIFICATIONS TO ARCHITECT FOR REVIEW BY
ENGINEER. ADD FIBERS TO CONCRETE MIX AND FINISH IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
COMPLY WITH ASTM C1116, TYPE III, PERFORMANCE LEVEL 1. MINIMUM APPLICATION RATE SHALL BE 1.5 LB/CY.
CRACKING ALLOWANCE: CONTRACTOR SHALL INCLUDE ALLOWANCE FOR FILLING CRACKS IN SLABS.
CONTRACTOR SHALL REIMBURSE OWNER FOR UNUSED PORTION AT END OF WARRANTY PERIOD. ENGINEER
SHALL DETERMINE CRACKS TO BE FILLED. CONTRACTOR SHALL USE "SIKAPRONTO 19" BY SIKA CORP, OR
APPROVED EQUAL. THE FOLLOWING DOLLAR AMOUNTS SHALL BE INCLUDED:
CONCRETE ANCHORAGE
EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'S
INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTED
BELOW, UNLESS NOTED OTHERWISE.
HILTI KWIK BOLT TZ (ESR-1917)
3/8" EXPANSION BOLTS 2 5/16"
1/2" EXPANSION BOLTS 3 5/8"
5/8" EXPANSION BOLTS 4 7/16"
3/4" EXPANSION BOLTS 5 9/16"
SIMPSON STRONG-BOLT 2 (ESR 3037)
3/8" EXPANSION BOLTS 2 7/8"
1/2" EXPANSION BOLTS 3 7/8"
5/8" EXPANSION BOLTS 5 1/8"
3/4" EXPANSION BOLTS 5 3/4"
3/8" ROD OR #3 BAR 4"
1/2" ROD OR #4 BAR 5"
5/8" ROD OR #5 BAR 7"
3/4" ROD OR #6 BAR 9"
7/8" ROD OR #7 BAR 12"
1" ROD OR #8 BAR 15"
HEAVY DUTY SCREW ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD (ESR-2713), DEWALT SCREW-BOLT+
(ESR-3889) OR HILTI KWIK HUS EZ (ESR-3027).
POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR
REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER.
PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR ICC-
ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.
NO REINFORCING BARS SHALL BE CUT TO PLACE POST-INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES
SHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.
WOOD
REFERENCE STANDARDS: WOOD SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS:
AITC TCM "TIMBER CONSTRUCTION MANUAL"
ANSI/AWC NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"
ANSI/AWC SDPWS " SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC"
AWC WCD No. 4 "WOOD CONSTRUCTION DATA - PLANK AND BEAM FRAMING FOR RESIDENTIAL BUILDINGS"
AWC WFCM "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS"
ANSI/AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER"
AITC A117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES"
AWPA C1 "ALL TIMBER PRODUCTS-PRESERVATIVE TREATMENT BY PRESSURE PROCESS"
TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION"
FLOOR AND ROOF FRAMING: INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER
MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL SOLID
BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS
TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL
ALL MULTI-JOIST BEAMS TOGETHER WITH 16d @ 12" OC STAGGERED.
ROOF, FLOOR & WALL SHEATHING SHALL BE APA RATED, STRUCTURAL I PLYWOOD OR ORIENTED STRAND BOARD
(OSB) IN CONFORMANCE WITH IRC SECTION R602.1.8. SHEATHING SHALL BE MANUFACTURED UNDER
THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDS
AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING
REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF
24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA
SPECIFICATION AFG-01.
ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AS
SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-
GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES
AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" OC. AT BLOCKED
FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH
EDGE NAILING SPECIFIED.
ALL PRESSURE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS SHALL BE PRESSURE-TREATED
TREATMENT) STANDARDS. WITH COPPER AZOLE CA-B (HEM-FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOUGLAS-FIR,
OR ACQ-D FOR HEM-FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA)
PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERAL
STRUCTURAL NOTES BELOW FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH
PRESSURE-TREATED MEMBERS. INSTALL (2) LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEEN
UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY.
SAWN LUMBER: SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING OR
INSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY COMPLYING WITH US DEPARTMENT OF COMMERCE
PS20. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH
W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. SAWN LUMBER SPECIES AND GRADES
SHALL BE AS FOLLOWS:
JOISTS: (2x MEMBERS)HEM FIR NO. 2
Fb = 850 PSI, Fv = 150 PSI, E = 1,300 KSI
(3x AND 4x MEMBERS)HEM FIR NO. 1
Fb = 975 PSI, Fv = 150 PSI, E = 1,500 KSI
BEAMS AND STRINGERS:DOUGLAS FIR NO. 1
(INCLUDING 6x AND LARGER MEMBERS)Fb = 1,350 PSI, Fv = 170 PSI, E = 1,600 KSI
POSTS: (4x MEMBERS)
(6x AND LARGER MEMBERS)DOUGLAS FIR NO. 1
Fc = 1,200 PSI, E = 1,600 KSI
STUDS, PLATES, LEDGERS &HEM FIR NO. 2
MISCELLANEOUS LIGHT FRAMING:Fb = 850 PSI, E = 1,300 KSI, Fc = 1,300 PSI, Ft = 525 PSI
GENERAL STRUCTURAL NOTES
PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH AWPA U1 (SHOP OR PLANT TREATMENT) AND M4 (FIELD
ASTM A185, Fy = 56KSI (W1.2 AND SMALLER)
(65 KSI FOR W1.4 AND LARGER)
EPOXY-GROUTED RODS OR REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING:
HILTI HIT-RE 500-V3 (ESR 3814), HILTI HIT-HY200 (ESR-3187), SIMPSON SET-XP (ESR 2508), OR
DEWALT PURE110+ (ESR-3298). INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR
ICC-ES REPORTS. EMBEDMENT DEPTHS SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE.
ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IRC. MINIMUM
NAILING SHALL CONFORM TO IRC TABLE R602.3(1) OR CURRENT ICC-ES REPORT ESR-1539, UNLESS OTHERWISE
NOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON
WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS
SHALL CONFORM TO NDS SECTION 12.1.3.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT
12" OC STAGGERED OR BOLTED TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 6'-0" OC (EMBED 7"), UNLESS
OTHERWISE NOTED. 3" x 3" x 0.229" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER IRC
SECTIONS R403.1.6.1 AND R602.11.1. BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.
THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION WITH NO BOLTS LOCATED NOT MORE THAN 12
INCHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. IRC SECTION R403.1.6.
INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12" OC STAGGERED.
SIMPLE SPAN BEAMS:DOUGLAS FIR 24F-V4
Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI
DOUGLAS FIR 24F-V8
Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI
CONTINUOUS OR
CANTILEVER BEAMS:
GLUED LAMINATED MEMBERS (GLULAMS) SHALL BE MANUFACTURED IN CONFORMANCE WITH ANSI/APA A 190.0 AND
ANSI A 190.1 AND ASTM D3737. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND BE
ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE: FIELD-DRILLED HOLES, CUTS, AND MINOR DAMAGE AREAS
SHALL BE FIELD TREATED PER APWA M4, WITH AN ENGINEER APPROVED TREATMENT PRODUCT. ENDS THAT HAVE BEEN
FIELD CUT AFTER TREATMENT SHALL BE SCATTER NAILED WITH 3-INCH COPPER NAILS AT 2-INCHES ON-CENTER EACH
WAY IN ADDITION TO TREATMENT. GLULAMS SHALL BE INDUSTRIAL GRADE WHERE NOT EXPOSED TO VIEW AND
ARCHITECTURAL GRADE WHERE EXPOSED TO VIEW. GLULAMS SHALL HAVE THE STRENGTH GRADES AS NOTED BELOW:
HEM FIR NO. 1
Fc = 1,350 PSI, E = 1,500 KSI
WALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS AND THE ENDS UNDER GIRDER
TRUSSES, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO
SUPPORTS BELOW.
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RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S2
MODEL M3
GENERAL STRUCTURAL
NOTES
㴠ㄬ〰〠
4/10/2024
WALL SHEATHING SHALL HAVE A MINIMUM THICKNESS OF 15/32-INCH.
STRUCTURAL ABBREVIATIONS
PLYWOODPLWD
APA AMERICAN PLYWOOD ASSOCIATION
BLKG BLOCKING
PENNYWEIGHT (NAILS)d
BC
DS
BOF
CA
DRAG STRUT
CONCRETE (EXPANSION) ANCHOR
BOTTOM CHORD
EPOXY (ADHESIVE) ANCHOR
BOTTOM OF FOOTING
PA
NLG
GRD
HDR
POWDER ACTUATED
GIRDER
NAILING
HEADER
TOW
TC
SHTHG
TOP OF WALL
SHEATHING
TOP CHORD
TWS THREADED WELDED STUD
THREADED RODTR
SJI STEEL JOIST INSTITUTE
POUNDS PER CUBIC FOOTPCF
MILES PER HOURMPH
IJ ISOLATION JOINT
HIGH STRENGTH BOLTHSB
DEEPDP
DEMOLISH, DEMOLITIONDEMO
DIVIDER BEAM, DROPPED BEAMDBAMERICAN SOCIETY OFASCE
AMERICAN IRON ANDAISI
ELEV ELEVATOR
JOIST
JOINT
JST
K
JT
POUND
LEVEL
KSI
LB, #
LEV
L
LL
LLH
LONGIT
LOC
LLV
LF
KSF
KIP (1,000 LB)
KIPS PER SQUARE FOOT
KIPS PER SQUARE INCH
LENGTH, ANGLE
LINEAL FOOT
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LOCATION, LOCATE
MATERIAL
MINIMUM
MAXIMUM
LSH
MATL
MB
MECH
MIN
MISC
MFR
MAX
NOMINAL
NUMBER
NF
NO, #
NOM
NIC
NS
NTS
OD
OC
N-S
MTL METAL
MECHANICAL
MANUFACTURER
MISCELLANEOUS
NEAR FACE
NOT IN CONTRACT
NORTH-SOUTH
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
MACHINE BOLT
LONG SLOTTED HOLE
OPENING
OPPOSITE
PANEL
PLACES
OPP
OPNG
PCC
OSH
PERP
PL
PNL
PLCS
PEN
RADIUS
PS
PSI
PSF
PT
PVC
RD
R, RAD
P.T.
PREFAB
PP, PJP
PRECAST CONCRETE
PENETRATION
PERPENDICULAR
PLATE, PROPERTY LINE
PARTIAL JOINT PENETRATION
PREFABRICATED
PRESTRESSED CONCRETE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POINT, PRESSURE TREATED
POLYVINYL CHLORIDE
ROOF DRAIN
POST-TENSIONED
OVERSIZED HOLE
OUTSIDE FACEOF
LOW POINTLPT
&
AB
ACI
@
AND
AT
ANCHOR BOLT
ADJ
ANCH
ALT
AISC
AR
AWS
ASTM
ARCH
APPROX
ANCHOR ROD
APPROXIMATE
ANCHOR
ALTERNATE
ADDITIONALADDL
AMERICAN WELDING SOCIETY
AMERICAN SOCIETY FOR
ARCHITECT, ARCHITECTURAL
AMERICAN INSTITUTE OF
ADJACENT, ADJUSTABLE
AMERICAN CONCRETE INSTITUTE
BAL
B/
BLDG
BF
BOT
BRG
BTWN
BU
BM
BALANCE
BETWEEN
BEARING
BOTTOM
BEAM
BUILDING
BUILT-UP
BRACED FRAME, BOTTOM FLANGE
BOTTOM OF
C
CANTIL
CC
CAP
CIP
CJ
CLR
CL
CG
CAPACITY
CLEAR
CENTERLINE
CAST-IN-PLACE
CANTILEVER
CONTROL JOINT,
CENTER OF GRAVITY
CENTER-TO-CENTER
CAMBER, CHANNEL
COL
CONC
CONT
CONN
CONST
CU YD
CTR
COORD
CONTR
CUBIC YARD
CENTER, CENTERED
COORDINATE
CONTRACTOR
CONSTRUCTION
CONNECTION
CONCRETE
COLUMN
DBA
DBL
DET
DEG,
DIAG
DIA
DIM
DICA
DIAPH
DIMENSION
DIAPHRAGM
DIAGONAL
DIAMETER
DETAIL
DEGREE
DOUBLE
DEFORMED BAR ANCHOR
CONTINUE, CONTINUOUS
DRILLED-IN CONCRETE ANCHOR
CONCRETE MASONRY UNITCMU
REQUIRED
RETURN
SCHEDULE
SECTION
SHEET
SIMILAR
REQD
REINF
RTN
SCHED
SIM
SHT
SECT
SQUARE
STIFFENER
STIRRUP
STEEL
SUPPORT
SPEC
SPC
SST
STD
SSH
SQ
STL
STIR
STIF
SYMM
SPRT
STRUCT
SOG SLAB ON GRADE
SPACE, SPACED, SPACING
SPECIFICATION
STAINLESS STEEL
SHORT SLOTTED HOLE
STANDARD
STRUCTURAL
SYMMETRICAL, SYMMETRY
REINFORCING
TOP OF
THROUGH
SW
T&B
T/
THK
THRU
TOF
TOS
TOC
TEMP
TYPICAL
WIDTH, WIDE FLANGE
WITH
WOOD
VERTICAL
TYP
UNO
UBC
W
WD
WHS
W/
VERT
TRANS
THICK, THICKNESS
TRANSVERSE
UNIFORM BUILDING CODE
UNLESS NOTED OTHERWISE
WELDED HEADED STUD
TOP OF CONCRETE
TOP OF STEEL
TOP OF FOOTING
TOP AND BOTTOM
TEMPERATURE
SHEAR WALL
WEIGHTWT
WP
WWF
WORK POINT
WELDED WIRE FABRIC
W/O WITHOUT
DO
DN
DWL
DWG
EA
EE
EJ
EL
EF
(E), EXIST
ELEVATION
EACH FACE
EACH END
EACH
EXISTING
DOWEL
DRAWING
DITTO
DOWN
ENGR
ETC
ES
EQUIP
EQ
EMBED
EXP
EW
E-W
FD
EXT
ET CETERA
FLOOR DRAIN
EAST-WEST
EACH WAY
EXPANSION
EXTERIOR
EMBEDMENT
ENGINEER
EQUIPMENT
EACH SIDE
ELECTRICALELEC
EXPANSION JOINT
EARTHQUAKE, EQUAL
FF
FEMA
FDN
FIN
FLG
FLR
FS
FT, '
FTG
GALV
GA
FAR SIDE
GALVANIZED
FEET
FOOTING
GAGE, GAUGE
FOUNDATION
FAR FACE, FINISH FLOOR
FINISH
FLOOR
FLANGE
GEN
GB, GR BM
GRND
HGR
HPT
HK
HORIZ
HIGH POINT
HANGER
HOOK
HORIZONTAL
GROUND
GRADE BEAM
GENERAL
FEDERAL EMERGENCY
INSIDE FACE
INCH
INCLUDE
INFORMATION
INTERIOR
HT
HSS
IF
IBC
ID
INFO
INCL
IN, "
INT
HEIGHT
INTERNATIONAL BUILDING CODE
HOLLOW STRUCTURAL SECTION
INSIDE DIAMETER
DEAD LOADDL
REFERENCEREF
PLF POUNDS PER LINEAR FOOT
LONG LEGS BACK TO BACKLLBB
COMPLETE JOINT PENETRATIONCJP, CP
REMAINDERREM
OPEN WEB JOISTOWJ
CONCRETE REINFORCEDCRSI
STAG STAGGER, STAGGERED
MF MOMENT FRAME
CONTROL DENSITY FILLCDF
STEEL CONSTRUCTION
STEEL INSTITUTE
CIVIL ENGINEERS
TESTING AND MATERIALS
CONSTRUCTION JOINT
STEEL INSTITUTE
MANAGEMENT AGENCY
BP BASE PLATE
DESIGN-BUILDD-B
EXT GR EXTERIOR GRADE
GL, GLU LAM GLUE LAMINATED WOOD
GLB GLUE LAMINATED BEAM
HLDN HOLD DOWN
PRCST PRECAST
REBAR REINFORCING STEEL BARS
T&G TONGUE AND GROOVE
WIJ WOOD I-JOIST
LSL LAMINATED STRAND LUMBER
DIST DISTANCE
THP TENDON HIGH POINT
HD HOLD DOWN
AFF ABOVE FINISHED FLOOR
HORIZONTAL GLULAM MEMBERS AND INCLINED MEMBERS OF LESS THAN 1:1 SLOPE SHALL HAVE A RADIUSED
CAMBER OF 3,500 FT. UNLESS NOTED OTHERWISE.
GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON-CORROSIVE,
APPROVED PRESERVATIVE.
PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN
ACCORDANCE WITH ANSI/TPI 1 AND IRC SECTION R802.10 FOR SPANS, AND CONDITIONS SHOWN ON
DRAWINGS.DESIGN LOADS SHALL BE AS FOLLOWS:
TOP CHORD LIVE LOAD PER DESIGN LOADING CRITERIA
BOTTOM CHORD LIVE LOAD PER DESIGN LOADING CRITERIA
TOP CHORD DEAD LOAD 15 PSF
BOTTOM CHORD DEAD LOAD 5 PSF
WIND UPLIFT (TOP CHORD)10 PSF (NET)
TRUSS DEFLECTION REQUIREMENTS:
LIVE LOAD L/360
TOTAL LOAD L/240
THE TRUSS MANUFACTURER SHALL DESIGN THE TEMPORARY AND PERMANENT TRUSS BRACES IN ACCORDANCE
WITH THE 2013 EDITION OF THE BUILDING COMPONENT SAFETY INFORMATION (BCSI), CASES BCSI-B2 AND BCSI-B3,
RESPECTIVELY. DESIGN OF THE TRUSSES AND BRACES SHALL BE COMPLETED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER.
THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING,
MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO TRUSS
FABRICATION. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT ALL LOADS ASSOCIATED WITH
SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER
CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS.
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SHOP DRAWINGS AND
CALCULATIONS SHALL BE PROVIDED AS A DEFERRED SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEER
PER GENERAL STRUCTURAL NOTES. SHOP DRAWINGS SHALL INDICATE SHAPES, BEARING POINTS,
INTERSECTIONS, HIPS, VALLEYS, ETC. EXACT COMPOSITION OF SPECIAL HIP, VALLEY AND INTERSECTION AREAS
(USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE
MANUFACTURER UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL PROVIDE
ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM/JOIST CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS.
THE TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRUSS
BRACING AND BRIDGING.
ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS
SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316
STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR
MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE
USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE
USED WITH GALVANIZED CONNECTORS.
SIZE DIAMETER LENGTH
6d 0.113"2"
8d 0.131"2 1/2"
10d 0.148"3"
12d 0.148"3 1/4"
16d 0.162"3 1/2"
20d 0.192"4"
GENERAL STRUCTURAL NOTES
WOOD (CONTINUED)
TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY,
AS SPECIFIED IN THEIR LATEST CATALOG. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM
SUBSTITUTION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY
PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO
REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF
FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON
JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER
AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.
INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS
SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS
AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS
OTHERWISE NOTED.
NAILING NOT SPECIFICALLY NOTED IN DRAWINGS SHALL BE AS SHOWN IN IRC TABLES R602.3(1) AND R602.3(3).
NAILS SHALL COMPLY WITH ASTM F1667. MINIMUM NAIL DIMENSIONS SHALL BE AS FOLLOWS:
BOLTS SHALL CONFORM TO ASTM A307. LAG SCREWS SHALL CONFORM TO ASME B18.2.1. INSTALL WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG
SCREWS SHALL CONFORM TO 2018 NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2018
NDS SECTION 12.1.3. PRE-DRILL HOLES FOR LAG SCREWS TO AVOID SPLITTING.
FASTENERS INSTALLED IN PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED WITH
A MINIMUM COATING WEIGHT COMPLYING WITH ASTM A 153 OR ASTM A 653. THIS INCLUDES NUTS AND WASHERS.
FASTENERS OTHER THAN NAILS AND TIMBER REVETS ARE PERMITTED TO BE MECHANICALLY DISPOSITED ZINC
COATED WITH COATING WEIGHTS COMPLYING WITH ASTM B 695, CLASS 55 MINIMUM. PLAIN CARBON STEEL
FASTENERS IN WOOD PRESERVATIVE TREATED WITH SBX/DOT OR ZINC BORATE ARE NOT REQUIRED TO BE
GALVANIZED.
JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2"
NOMINAL IN THICKNESS; OR BY ATTACHMENT TO A FULL DEPTH HEADER, BAND OR RIM JOIST, OR TO AN ADJOINING
STUD TO PROVIDE LATERAL SUPPORT TO PREVENT ROTATION. ADDITIONALLY, IN SEISMIC DESIGN CATEGORIES
D0, D1, AND D2, LATERAL RESTRAINT SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT.
A
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RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S3
MODEL M3
GENERAL STRUCTURAL
NOTES AND
ABBREVIATIONS
UNLESS OTHERWISE NOTED, HANGERS WHICH ARE TO BE ATTACHED TO WALLS SHALL BE ATTACHED TO
DOUBLE FLATWISE STUDS, 4X OR LARGER POST, OR STUD PACK SO THAT THE HANGER’S NAILS
PENETRATE A MINIMUM OF 10 NAIL DIAMETERS INTO SOLID WOOD. WHEN HANGERS ARE APPLIED TO
THE BRACED WALL’S OR SHEAR WALL’S SHEATHING, THE HANGER’S NAILS SHALL CONNECT TO AND
PENETRATE INTO DOUBLE FLATWISE STUDS, POST, OR STUD PACK AS NOTED ABOVE. STUDS AND
POSTS SHALL BE FULL HEIGHT.
2018
PT
4/10/2024
6" CONC STEM WALL OVER
12" W x 8" CONC FTG, TYP
6'-0"
MAX
HDA
HDA
HD
A
30" x 30" x10" CONC FTG
W/ (3) #5 EA WAY BOT,
TYP INTERIOR
30" x 30" x12" CONC FTG
W/ (3) #5 EA WAY BOT
8'-6 1
4"
PT 4x4 POST W/ SIMPSON
PC4Z POST CAP AND
PB44 POST BASE, TYP
36'-0"
30
'
-
0
"
10
'
-
0
"
9'
-
9
3
16
"
13'-4"
4'
-
0
"
6x6 POST
36'-0"
4
S7
5
S7
3
S7
CRAWL ACCESS
PER ARCH
PT 4x4 POST W/ CBSQ44-SDS2
POST BASE
PT 4x4 POST W/ SIMPSON
PC4Z POST CAP AND
PB44 POST BASE, TYP
HDA
HDA
1'
-
0
"
6" CONC STEM WALL OVER
12" W x 8" CONC FTG
18'-3"
HD
A
6" CONC STEM WALL OVER
12" W x 8" CONC FTG
HD
A
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C
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RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S4
MODEL M3
FOUNDATION
PLAN
FOUNDATION PLAN
SCALE: 1/4"=1'-0"
FOUNDATION PLAN NOTES & LEGEND ITEMS:
1.SEE ARCHITECTURAL DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION
DEPTHS AND PIPING IN ACCORDANCE WITH DETAIL 4/S8.
2.EXTERIOR WALLS, INCLUDING CRIPPLE WALLS, SHALL BE CONTINUOUSLY SHEATHED
WOOD STRUCTURAL PANELS (CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4,
WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING.
USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" OF PENETRATION AND MAXIUMUM STUD
SPACING OF 16" OC, PER IRC TABLE R602.3(3).
3.SEE DETAIL 4/S10 FOR SILL PLATE ANCHORS.
4.SEE THE ARCHITECTURAL DRAWINGS FOR FOUNDATION VENTING LOCATIONS.
5.FOR WOOD STRUCTURAL PANELS BRACED WALLS (WSP) AS DESCRIBED IN THE 2018 IRC
TABLE R602.10.4, WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING W/ 12" OC
FIELD NAILING, USE MINIMUM OF 8d COMMON NAILS W/ 1 1/2" OF PENETRATION AND A
MAXIMUM STUD SPACING OF 16" OC.
6. CS-WSP WALLS PER PLAN NOTE #2
7. WSP WALLS PER PLAN NOTE #5
2021
2021
4/10/2024
PT
4
x
8
2x8 @ 16" OC
2x12 @ 16" OC
2x12 @ 16" OC
SEE PLAN NOTE #1
2x12 @ 16" OC
2x12 @ 16" OC
4x10
4x10
4x10 4x10 4x10
HDA
HD
A
PT 4x8
6x6 POST
3 S7
5 S7
4 S7
HD
A HDA
WSP BRACED WALL
PER IRC TABLE
R602.10.4, SEE PLAN
NOTE 11
WSP BRACED WALL
PER IRC TABLE
R602.10.4, SEE PLAN
NOTE 11
HDA
HDA
PROVIDE SIMPSON
BA212 HANGERS AT
FLUSH BEAMS
SIMPSON HUC48
HD
A
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S5
MODEL M3
FLOOR FRAMING
PLAN
FLOOR FRAMING PLAN
SCALE: 1/4"=1'-0"
FLOOR FRAMING PLAN NOTES & LEGEND ITEMS:
1.FLOOR SHEATHING SHALL BE 23/32” T&G SHEATHING (PANEL SPAN RATING 48/24). NAIL
SHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM
BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/10d @ 6” OC. NAIL
SHEATHING TO ALL INTERMEDIATE FRAMING W/ 10d @ 12” OC. GLUE SHEATHING AT ALL
SUPPORTS W/ ADHESIVE CONFORMING TO A.P.A. SPECIFICATION AFG-01.
2.FLOOR JOISTS SHALL BE 2x12 @ 16" OC, UNO.
3.STUD WALLS SHALL BE 2x STUDS @ 16" OC, UON. SEE ARCHITECTURAL DRAWINGS FOR
WALL TYPES.
4.FOR 4'-0" MAXIMUM OPENING, USE MINIMUM 1 FULL HEIGHT STUDS, KING STUDS, ON
EACH SIDE OF THE OPENING. FOR OPENINGS GREATER THAN 4'-0", USE A MINIMUM OF
TWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S9 FOR
ADDITIONAL REQUIREMENTS.
5.BEAMS AND HEADERS SHALL BE FLUSH FRAMED UNLESS NOTED (D) FOR DROPPED.
6.HEADERS IN STUD WALLS SHALL BE (2) 2x8, UNO
7.INSTALL 'HU' HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS AND
ALL FLUSH SKEWED FRAMING CONNECTIONS UNO.
8.EXTERIOR WALLS, INCLUDING CRIPPLE WALLS, SHALL BE CONTINUOUSLY SHEATHED
WOOD STRUCTURAL PANEL (CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4,
WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD
NAILING. USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" OF PENETRATION AND
MAXIMUM STUD SPANCING OF 16" OC, PER IRC TABLE R602.3(3).
9. SPAN DIRECTION OF FRAMING MEMBERS.
10.ALL STUD TALLER THAN 10'-0" PLEASE SEE DETAIL 3/S9.
11.FOR WOOD STRUCTURAL PANELS BRACED WALLS (WSP) AS DESCRIBED IN THE 2018 IRC
TABLE R602.10.4, WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING W/ 12"
OC FIELD NAILING, USE MINIMUM OF 8d COMMON NAILS W/ 1 1/2" OF PENETRATION AND A
MAXIMUM STUD SPACING OF 16" OC.
12. CS-WSP WALLS PER PLAN NOTE #8
13. WSP WALLS PER PLAN NOTE #11
TYP CORNER
W/ INTERMEDIATE
FRAMING
FULLY INSULATE AT
CORNER
TYP iNTerior wall
W/ INTERMEDIATE
FRAMING
FULLY INSULATE
BEHIND INTERIOR WALL
16d Common nails at
12" o.c. max (per IRC
Table R602.3(1))
16d Common nails at
12" o.c. max (per IRC
Table R602.3(1))
2021
2021
4/10/2024
SEE PLAN NOTE #1
GIRDER TRUSS (2) 2x12
2
S7
2 S7
2
S7
2 S7
TYP HEADER PER PLAN
NOTE #4PRE-ENGINEERED
TRUSSES @ 24" OC
HI
P
T
R
U
S
S
HIP TRUSS
OVER FRAMING
PER MFR
GI
R
D
E
R
T
R
U
S
S
PRE-ENGINEERED
TRUSSES @ 24" OC
PRE-ENGINEERED
TRUSSES @ 24" OC
PRE-ENGINEERED
TRUSSES @ 24" OC
PRE-ENGINEERED
TRUSSES @ 24" OC
GI
R
D
E
R
T
R
U
S
S
H
I
P
T
R
U
S
S
HI
P
T
R
U
S
S
PRE-ENGINEERED
TRUSSES @ 24" OC
PRE-ENGINEERED
TRUSSES @ 24" OC
5
S9
1 S9
(2) 2x JAMB STUDS
SEE 2/S9
4x
1
0
WITH (2) 2x JAMB STUDS
UNDER EA END OF THE
HEADER
SIMPSON
HUC410
SIMPSON
ECCLRQ44SDS
POST CAP
4x10
SIMPSON
HUC410
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S6
MODEL M3
ROOF FRAMING
PLAN
ROOF FRAMING PLAN
SCALE: 1/4"=1'-0"
ROOF FRAMING PLAN NOTES & LEGEND ITEMS:
1.ROOF SHEATHING SHALL BE 19/32" SHEATHING (PANEL SPAN RATING 32/16). NAIL
SHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS,
BLOCKING AND SHEAR WALLS BELOW W/ 10d @ 6" OC. NAIL SHEATHING TO ALL
INTERMEDIATE FRAMING W/ 10d @ 12" OC. INSTALL PSCA PANEL SHEATHING CLIPS
CENTERED BETWEEN JOISTS AT UNBLOCKED PANEL SHEATHING EDGES.
2.ROOF FRAMING SHALL BE CONNECTOR-PLATE TRUSSES @ 24" OC, UNO. TRUSS MFR.
SHALL PROVIDE ALL TEMPORARY AND PERMANENT TRUSS CHORD BRIDGING AND
BRACING AND RELATED CONNECTION DETAILS. REFER TO ARCHITECTURAL DRAWINGS
FOR GENERAL TRUSS CONFIGURATIONS. REFER TO GENERAL STRUCTURAL NOTES FOR
OTHER REQUIREMENTS.
3.SOLID FLAT BLOCKING IS REQUIRED AT ALL UNFRAMED RIDGES, HIPS AND VALLEYS FOR
SHEATHING CONNECTION.
4.HEADERS IN STUD WALLS SHALL BE (2) 2x8, UNO.
5.FOR 4'-0" MAXIMUM OPENING, USE MINIMUM 1 FULL HEIGHT STUDS, KING STUDS, ON
EACH SIDE OF THE OPENING. FOR OPENINGS GREATER THAN 4'-0", USE A MINIMUM OF
TWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S9 FOR
ADDITIONAL REQUIREMENTS.
6.INSTALL 'HU' HANGERS AT ALL FLUSH WOOD BEAM TO WOOD BEAM CONNECTIONS AND
ALL FLUSH SKEWED FRAMING CONNECTIONS UNO.
7.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS
(CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGES
AND 6" OC PANEL EDGE NAILING W/ 12" OC FIELD NAILING. USE MINIMUM 8d COMMON
NAILS WITH MIN 1 1/2" OF PENETRATION AND MAXIMUM STUD SPACING OF 16" OC, PER
IRC TABLE R602.3(3).
8. SPAN DIRECTION OF FRAMING MEMBERS.
2021
4/10/2024
#4 CONT @ 12" OC (DBL
BARS AT TOP & BOT)
LAP 2'-0" AS REQD
#4 x @ 12" OC
(ALT HOOK)
SEE 4/S7 FOR REINF
NOT SHOWN
2x FASIA BOARD ATTACH
TO EA TRUSS W/ (2) 8d NAILS
SHTHG AND PANEL
EDGE NAILING PER PLAN
HEADER PER PLAN
WHERE OCCURS
SHTHG AND PANEL
EDGE NLG PER PLAN
TRUSS BLKG PANEL
PER TRUSS MFR ATTACH
TO EA TRUSS W/ (2)
SIMPSON A35 CLIPS
A35 CLIP @ 24" OC
PRE-ENGINEER TRUSSES
W/ HEEL PER ARCHITECT
SILL PLATE NLG 16d @ 6" OC
2x RIM BOAD, ATTACH TO SILL
W/ A35 @ 24" OC
SHEAR WALL AND PANEL
EDGE NLG PER PLAN
SHTHG AND
NAILING PER PLAN
2x JOISTS PER PLAN
PT 2x SILL PLATE AND
AB PER 4/S10
8"
M
I
N
FOUNDATION WALL
AND FTG PER PLAN
3"
C
L
R
SHTHG AND
NLG PER PLAN
SHEAR WALL AND PANEL
EDGE NLG PER PLAN
8"
M
I
N
3"
C
L
R
FOUNDATION WALL
AND FTG PER PLAN
2x JOISTS PER PLAN
PT 2x SILL PLATE
W/ AB PER 4/S10
SILL PLATE NLG
16d @ 6" OC
3x RIM BOARD, ATTACH
TO SILL W/ A35 @ 24" OC
POST BEYOND PER PLAN
PT 2x RIM BOARD W/
(2) 8d NAILS TO EA JST
2x CAR DECKING, ATTACH
TO JOISTS W/ (2) 8d NAILS
PT 2x JOISTS PER PLAN
BEAM PER PLAN
CONC FTG PER
PLAN BERYOND
3"
C
L
R
PER PLAN
2"
M
I
N
2"
M
I
N
2x LEDGER, ATTACH TO RIM
BOARD W/ (2) ROWS 1/4" DIA x 4"
SIMPSON SDS SCREWS @ 9" OC
STAGGERED
OVERHANG PER ARCH
2'-6" MAX
2x FACIA BOARD ATTACH TO EA
OUTRIGGER W/ (2) 8d NAILS
OUTRIGGER PER
TRUSS MFR
SHTHG AND PANEL
EDGE NLG PER PLAN
GABLE END
TRUSS PER MFR
A35 CLIP @ 24" OC
GABLE END TRUSS
PER MFR
TRUSSES PER PLAN
ADD 2x6 PLATE TO
TOP PLATE, ATTACH
W/ 16d @ 6" OC 2x6 BRACE @ 48" OC, ATTACH TO
BLKG W/ (4) 10d NAILS, AND ATTACH
TO PLATE W/ SIMPSON A35
2x BLKG ATTACH TO TRUSS EA
END WITH A35 CLIP AND W/ (3) 10d
NAILS (AS SHOWN)
PROVIDE SIMPSON H1
CLIP AT EA TRUSS TO TOP
PLATE
NOTE:
FOOTING (FTG) THICKNESS SHALL NOT BE
LESS THAN 6" PER IRC TABLE R403.1(1).
NOTE:
FOOTING (FTG) THICKNESS SHALL NOT BE
LESS THAN 6" PER IRC TABLE R403.1(1).
JOIST PER PLANS, USE
SIMPSON HU HANGER TO
CONNECT TO LEDGER, TYP
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT :
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S7
MODEL M3
DETAILS
OVERHANG PER ARCH
2'-6" MAX
PT 2x R
4/10/2024
2'-6"
PT TREADS AND PT
STAIR CARRIAGE,
TYP.
B/ FTG
SEE STRUCT
NOTES FOR
COVER
MATCH FTG
BOT REINF
b
1.5H
MIN
H
2'
-
0
"
MA
X
L
TYP
D
MIN STEEP AS POSSIBLE
1.5H
MIN
1
8"
H
D MI
N
D FT
G
TH
K
SECTIONELEVATION
FTG REINF TO BE CONT
3xD OR 6" CLR
(WHICHEVER IS GREATER)
MIN BTWN ADJ PIPE SLEEVES
L b
OPTIONAL
CONST JT
FTG PER PLAN
NOTES:
1.PIPE MUST RUN PERPENDICULAR THROUGH WALL.
2.MAXIMUM SLEEVE DIAMETER EQUAL TO 8".
EXCAVATION FOR
PIPE TRENCH PARALLEL
TO FTG NOT ALLOWED
BELOW THIS LINE
SIZE & QUANTITY
TO MATCH FTG REINF
FDN WALL
PIPE SLEEVES:
ID OF SLEEVE SHALL
BE 2" MIN LARGER
THAN OD OF PIPE
NO
P
I
P
E
S
H
A
L
L
PA
S
S
T
H
R
U
F
T
G
2'
-
0
"
MA
X
9"
MIN
2
1
D
.
TRENCH
.1'-6"
MINLb
1
2"
4"
M
I
N
3"
CL
R
MI
N
TYPICAL STEPPED FOOTING DETAIL
SCALE: NTS 3 TYPICAL PIPE ENCASEMENT FOOTING
SCALE: NTS 4
6"MI
N
BEND DIAMETER SCHEDULE
CROSSTIES
BEAM STIRRUPS
COLUMN TIES
SPLICE
HOOKS AND BENDS
SPLICES FOR SUCCESSIVE
TIES TO BE PLACED AT
ALTERNATE CORNERS
BARS LARGER THAN #11
SHALL BE WELDED OR
MECHANICAL SPLICED
WALL BARS SHALL BE
TIED TOGETHER
ALTERNATE 90°AND135° ENDS
ON CONSECUTIVE CROSSTIES
db =BAR DIA
D =FINISHED INSIDE BEND DIAMETER
D =6 db FOR #3 THRU #8
D =8 db FOR #9, #10 AND #11
D =10 db FOR #14 AND #18
CROSSTIE
HOOK AT
ADJACENT BARS
6 db MIN FOR #5 AND SMALLER
12 db MIN FOR #6, #7 AND #8
6 db
3"
M
I
N
16 db EX
T
E
N
S
I
O
N
D D D D
4
db
2
1/2"
MIN
12
d
b
6"
M
I
N
.
6 db
3"
M
I
N
1'-0" MIN
SEE 12/S8
6 db
3"
M
I
N
1'
-
6
"
LA
P
#3 @ 8"
W/ 180º HOOKS
CORNER BAR
INTERSECTING BAR
W/ STD HOOK
END BAR
Lbt
UP TO
2'-0"
2'-0" TO 4'-0"
UP TO
2'-0"
2'-0" TO 4'-0"
TYP WALL STL
W/ 180° HOOKS
#3 @ 8"TYP WALL STL
W/ 180° HOOKS
.
.
LbtLbt
Lbt Lbt
Lbt
Lbt
TYPICAL CONCRETE WALL PLAN DETAILS
SCALE: NTS 11
BAR BEND AND LAP DETAILS
SCALE: NTS 7
TYPICAL REINFORCING
AND SPLICE LENGTH TABLES
SCALE: NTS 12
DEVELOPMENT
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
# 11
# 3
OTHER BARSTOP BARS
I
BAR SIZE
MINIMUM STRAIGHT DEVELOPMENT LENGTH (Lb )
"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH
OF CONCRETE CAST BELOW THEM.
IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE
BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR
DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.
1.
2.
NOTES:
SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2".
END COVER FOR 90 DEGREE HOOKS MUST BE EQUAL TO OR GREATER THAN 2".
MINIMUM LAP SPLICE LENGTHS (L b ) (CLASS B)
17"
23"
29"
35"
52"
60"
68"
77"
85"
13"
17"
22"
27"
40"
46"
52"
59"
65"
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
# 11
# 3
OTHER BARS
f'c = 3,000 PSI
TOP BARSBAR SIZE
"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH
OF CONCRETE CAST BELOW THEM.
IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE
BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR
DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.
23"
31"
38"
46"
69"
79"
89"
101"
112"
17"
23"
29"
35"
52"
60"
68"
77"
85"
I I
MINIMUM EMBEDMENT LENGTHS (Ldh ) FOR STANDARD END HOOKS
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
# 11
# 3
f'c = 3,000 PSIBAR SIZE
5"
6"
8"
9"
11"
13"
14"
16"
18"
I I I
f'c = 3,000 PSI
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
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K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S8
MODEL M3
DETAILS
4/10/2024
1.
NOTE:
AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16 x 2'-0" STRAP.
NO REINFORCING REQUIRED
STRAP REINFORCING
2 1/4"
MAX
HOLE
1 1/2"
MIN,
ES
2 1/8" DIA
MAX
HOLE
5/8"
MIN,
ES
3 1/4" DIA
MAX
HOLE
1"
MIN,
ES
3/4"
MIN,
ES
1 1/2" DIA
MAX
HOLE
PSPN516
Z STRAP
PSPN516
Z STRAP
1.
NOTE:
NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS.
6"
MA
X
3/4" MAX
2x4 STUDS
(3x4 SIMILAR)
6"
MA
X
1 1/4" MAX
2x6 STUDS
(3x6 SIMILAR)
SINGLE STUD
(NO REINF REQD)
DOUBLE STUDS
(NO MORE THAN TWO SUCCESSIVE STUDS MAY BE BORED)
1 1/2"
MAX
HOLE
2 1/4"
MAX HOLE
3 1/4"
MAX HOLE
2 1/8"
MAX HOLE
5/8"
MIN,
ES
3/4"
MIN,
ES
1 1/2"
MIN,
ES
1" MIN
ES
2x4 STUDS
(3x4 SIMILAR)
2x6 STUDS
(3x6 SIMILAR)
HOLES ALLOWED THRU STUDS
SCALE: NTS 12ALLOWABLE NOTCHES IN STUDS
SCALE: NTS 11ALLOWABLE HOLES THRU TOP PLATES
SCALE: NTS 10
2.BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION
OF THE CUT OR NOTCH IN STUD. (IRC FIG R602.6(2))
SOLID BLKG WHERE
POST ABV OCCURS
BM PER PLAN
POST PER PLAN, NAIL MULTI STUD POST
TOGETHER PER GENERAL NOTES
FULL-HT STUD
PER 4/S9
TYP WALL STUDS
CONT TOP PLATE
SPLICE PER 8/S9
POST ABV WHERE OCCURS
3"
16d @ 12" OC STAG ELSEWHERE(8) 16d @ 4" OC STAG
ES OF SPLICE
BOT CHORD SPLICE
TOP CHORD SPLICE
SPLICE TO OCCUR AT
CL OF VERT STUD, TYP
6'-0" MIN BETWEEN SPLICES
TYPICAL INTERIOR HEADER DETAIL
SCALE: NTS 7 TYPICAL PLATE SPLICE DETAIL
SCALE: NTS 8
PROVIDE SIMPSON A35
AT TOP AND BOTTOM OF
THE HEADER
HDR PER PLAN (EL VARIES)
AND 6/S9
3x BLKG BTWN
STUDS WHERE
OCCURS
STUD WALL
PER PLAN
(2) FULL- HT STUDS
WHERE L > 4'-0",
OTHERWISE (1)
FULL-HT STUD
BOT SILL PL
PER DETAILS
JAMB STUDS
PER PLAN
L
(OPNG PER ARCH)
CONT TOP PLATE,
SPLICE PER 8/S9
CLIPS PER 3/S9
T&B OF STUDS
WHERE OCCURS
(2) 2x PLATES W/
(2) A35 EACH END
3"
S9
7
TYPICAL OPENING IN EXTERIOR WALL
SCALE: NTS 4
WOOD STUD PER
PLAN OR DET
SEE NOTE 1
END NAIL SOLE PL TO
EA WALL STUD W/
(2) 16d, UNO
1.
NOTE:
ALL STUDS GREATER THAN 10'-0" IN HEIGHT AND SUBJECT TO WIND LOADING
SHALL BE ATTACHED TO TOP AND BOTTOM PLATES WITH A35, UNO.
WOOD STUD TO WALL PLATE
SCALE: NTS 3
SIMPSON HUCQ610-SDS,
PROVIDE SOLID BLOCKING
BETWEEN HEADER
VERTICALS AS NEEDED TO
FILL HANGER
HEADER PER PLAN
6x6 POST PER PLAN
HEADER PER PLAN
TYP HEADER CONN AT CORNER POST
SCALE: NTS 2
TYP HEADER SECTION
SCALE: NTS 6
WALL ABOVE OPENING
2x SILL TOP AND BOT
OF HEADER, ATTACH
PLATES TO HEADERS
W/ 10d NAILS @ 9" OC
WALL OPENING PER
PLAN AND ARCH
SHEATHING AND NAILING
PER PLAN
SHEATHING AND NAILING
PER PLAN
BRACED WALL PANEL CONNECTION
WHEN PERPENDICUALR TO FLR/CEILING FRAMING
SCALE: 3 4"=1'-0"
1
FULL HT BLKG, CONT
ALONG LENGTH OF
BRACED WALL PANEL
PERP FRAMING
PERP FRAMING
8d @ 6" OC ALONG
BRACED WALL PANEL
BRACED WALL PANEL
(3) 16d @ 16" OC ALONG
BRACED WALL PANEL
BRACED WALL PANEL
8d @ 6" OC ALONG
BRACED WALL PANEL
CONT RIM OR BAND JST
(3) 16d @ 16" OC ALONG
BRACED WALL PANEL
CONT RIM OR BAND JST
FULL HT BLKG, CONT ALONG
LENGTH OF BRACED WALL PANEL
BRACED WALL PANEL CONNECTION
WHEN PARALLEL TO FLOOR/CEILING FRAMING
SCALE: 3 4"=1'-0"
5
8d @ 6" OC ALONG
BRACED WALL PANEL
CONT RIM OR END JST
BRACED WALL PANEL,
TYP UNO
(3) 16d @ 16" OC ALONG
BRACED WALL PANEL
CONT RIM OR END JST
ADDL FRAMING
MEMBER DIRECTLY
ABV WALL PANEL
(3) 16d @ 16" OC ALONG
BRACED WALL PANEL
ADDL FRAMING
MEMBER DIRECTLY
BELOW WALL PANEL
FULL HT BLKG
@ 16" OC ALONG
BRACED WALL PANEL
(3) 16d AT EACH
BLKG MEMBER
FULL HT BLKG
@ 16" OC ALONG
ALONG BRACED WALL
(2) 16d NAILS
EACH SIDE, TYP
TOE NAIL (3) 8d NAILS
AT EACH BLKG MEMBER
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT :
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S9
MODEL M3
TYPICAL WOOD
DETAILS
8d @ 6" ALONG
BRACED WALL
2 1/8"1 3/8"
1
4/10/2024
2"
SILL PLATE ANCHORS
SCALE: NTS 4
ANCH BOLT PER SW SCHED
SILL PLATE PER SW SCHED
1 2" MAX
SHTHG PER SW SCHED
BRACED OR SHEAR WALL SILL PLATE ANCHOR BOLT PLATE WASHER
NOTES
HOLE IN PLATE WASHER IS PERMITTED TO BE DIAGONALLY
SLOTTED WITH A MAXIMUM WIDTH 3/16" > BOLT DIAMETER AND
MAXIMUM LENGTH OF 1 3/4", PROVIDED STANDARD CUT WASHER
INSTALLED BETWEEN PLATE WASHER AND NUT.
STL PLATE WASHER
1.
PROVIDE A MINIMUM OF (2) ANCHORS PER SECTION OF SILL PLATE.2.
PLEASE SEE GENERAL NOTES FOR ANCHOR DIAMETER AND EMBED
LENGTH.
3.
BRACED OR SHEAR WALL SILL PLATE CONDITION PL WASHER SIZE,
SEE NOTE
2x4, 2x6 W/ SHTHG ON ONE SIDE ONLY 3" x 3" x 0.229"
MARK
HDA
HDB
HDC
MODEL
(NOTE 1)
WOOD
POST, UNO PER
PLAN OR DETAILS
(NOTES 2 AND 6)
(2) 2x
THREADED ROD AT WOOD FLOOR
AND CONCRETE (NOTES 4 AND 5)
TR
DIA
NOTES:
1.HOLDOWN MODELS REFER TO SIMPSON STRONG TIE CATALOG CALLOUTS. INSTALL FASTENERS PER HOLDOWN MANUFACTURER.
2.SIZES LISTED IN THE SCHEDULE ARE FOR THE NOMINAL THICKNESS OF WOOD POST PERPENDICULAR TO THE HOLDOWN. WIDTH OF THE POST IS THE SAME AS
THE WIDTH OF THE WALL IN WHICH THE HOLDOWN IS LOCATED.
3.FASTEN TOGETHER 2x MEMBERS OF POST AT THE SPECIFIED SPACING. "12d" NAIL IS 0.148" DIA x 3 1/4" AT (3) 2x POSTS, FASTEN SECOND TO FIRST STUD AND THIRD
TO SECOND STUD AT THE SPECIFIED SPACING.
4."TR" IS A CARBON STEEL STUD (e.g. THREADED ROD) COMPLYING WITH ASTM F1554 GR 36.
5.INSTALL A CARBON STEEL HEX NUT COMPLYING WITH ASTM A563, GRADE A, AT EACH BOLT.
6.NAIL PLYWOOD OR OSB SHEATHING TO HOLDOWN STUDS OR POST WITH SCHEDULED PANEL EDGE NAILING. STAGGER NAILS SO THAT EACH STUD IS NAILED.
AT SOLID HOLDOWN POSTS, NAIL SHEATHING WITH (2) ROWS OF PANEL EDGE NAILING.
2x
POST
NAILING
(NOTE 3)
TR CONCRETE EMBED
HOLDOWN SCHEDULE
STEM WALL
HDU4-SDS2.5
HDU8-SDS2.5
HDU11-SDS2.5
4x
6x
12d @ 8"OC
-
5/8"
7/8"
1"
-
12"
12"
18"
DETAIL
REFERENCE,
UNO
5/S10
5/S10
5/S10
HOLDOWN SCHEUDLE
SCALE: NTS 2
CONC WALL
FTG
HD PER 2/S10, NUMBER
OF HD PER PLAN, TYP
STUD WALL
NUMBER OF STUDS PER 2/S10
(POST PER PLAN WHERE OCCURS)
SCREWS PER HD MFR
SILL PLATE
1.
NOTE:
WALL SHEATHING & CRIPPLE WALLS NOT SHOWN FOR CLARITY.
TR PER 2/S10, TYP
2/
S
1
0
SINGLE HOLDOWN DETAIL
SCALE: 3 4"=1'-0"
5
EM
B
E
D
PE
R
NUT PER 2/S10
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
RENTON
ACCESSORY
DWELLING UNITS
8/11/2021
262021.010
XXX
JDJ
PJC
PNC
DATE:
PROJECT #:
REF #:
SCALE:
DESIGNED:
DRAWN/3D:
REVIEWED:
CLIENT:
City of Renton
98057
ARCHITECT:
JILL SOUSA ARCHITECT
2815 N LAWRENCE, TACOMA WA
98407
CONTACT:JILL SOUSA
PHONE :(253) 468-9662
STRUCTURAL:
REID MIDDLETON
728 134th St SW #200, EVERETT WASHINGTON
98204
CONTACT: PAUL CROCKER
MECHANICAL:
ELECTRICAL:
1055 S GRADY WAY, RENTON WA
PHONE: (425) 741-3800
AS NOTED
S10
MODEL M3
SHEAR WALL
SCHEDULE AND
DETAILS
4/10/2024