HomeMy WebLinkAboutGLACIER D2R MODEL NOT FOR CONSTRUCTION 2021GENERAL 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.
13 RISERS @ 7.7"
12 TREADS @ 10.5"
8'-0"
OPENING 5'-0"
7 1/2"3'-
10 1/
2"5'-
0"8'-7"3'-2"5'-
0"11'-
3"FLOOR
OPENING FOR STAIRS2'-6"6"14'-3"14'-3"D2. GLACIER (REVERSED)VERIFY
SWING WITH PLANS , SWING INDICATED BELOW IS REFERENCED IN DIRECTION OF TRAVEL SEE ENERGY NOTES,
SHEET 3, FOR REQUIRED U-VALUES FOR GLAZED DOOR, EXCEPT ENTRY DOOR GLAZING
IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE
CONSIDERED A HAZARDOUS LOCATION. PER R308.4.1 SAFETY GLAZING IS REQUIRED 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.SAFETY GLAZING (TEMPERING) IN HAZARDOUS 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 WITHIN 36" HORIZONTALLY OF GLAZING 4. GLAZING NEXT TO STAIRS AND
RAMPS: WHERE THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF
ADJACENT WALKING SURFACE OF STAIRWAYS,
LANDING BETWEEN FLIGHTS
OF STAIRS
AND
RAMPS. 1 1/2" DIA
HANDRAIL 34" ABOVE
NOSING 36" HIGH WALL 1
1/2"
DIA HANDRAIL 34" ABOVE
NOSING EXHAUST FAN -
SEE MECH NOTES PLAN
LEGEND INTERIOR LOAD BEARING
WALLS - NO CHANGES ALLOWED SMOKE
DETECTOR AND CARBON MONOXIDE ALARM - HARDWIRED W/
BATTERY BACKUP- SMOKE
DETECTOR TO
BE LOCATED
IN HIGHEST PART
OF CEILING PER
MANUFACTURERS SPECIFICATIONS STOVE
HOOD-VENT DIRECTLY TO EXT
WALL VENT
TO
ROOF
36"
HIGH
RAILING
MAX
4"
SPACING
BETWEEN
MEMBERS
3) STEPS
DOWN
H G
D
KE
F J B
C
A
J
F
6'-
5"
25'-
0"
A
A15'-0"
15'-0"
HOT
WATER HEATER
OPTION
CLOSET
A
A
6
7 53RECESSED
MED CAB SLOPED FLOOR
DOWN 15'-
0"26'-0"4
1 2
8 9 1'-
8"2'-6"
3'-
6"2'-6"4'-
6"
3'-0"10'-0"6'-6"2'-6"4'-6"
5'-0"6"12'-0"B B BBONDEMAND -WATERHEATEROPTION2'-6"6"6"6"
2'-
8"
MODEL D2
THE
GLACIER REVERSED)2'-0"2'-6"
3'-5
3/4"
2'-6"
3'-6"2'-6"3' 3 3'-6"
2'-
6"3' 32'-6"3'-3
1/
4"2'-
6"1'-8"2'-6"L M WINDOW
SCHEDULE SCHEDULES KEY QUANT R.O. SIZE TYPE A 1 B
1 C 1 D 1 2'-8" X 5'-
0"CASEMENT
E
2'-6" x 3'-
4"CASEMENT NOTESHDR 6'-
8"3'-0" x
3'-4"CASEMENT
6'-8"6'-5"
x
5'-
0"CASEMENT/FIXED 6'-8"
SEE ELEVATION 1 2'-6" X 5'-0"CASEMENT 7'-6"6'-8"
AREA 36.6 SQ. FT 7.77 SQ. FT
6.66 SQ. FT 8 SQ. FT
6.66 SQ. FT EGRESS
TEMPERED TOTAL
95.69 SQ. FT F 2 2'-6"
X
3'-0"AWNING 7'-6"30 SQ. FT
NA
6'-
0" x 6'-8"INT DOUBLEBIFOLD
2'-
6"
X
6'-
8"
INT PASSAGE KEY HAND SIZE TYPE NOTES
DOOR SCHEDULE 1 3'-0" X 6'-8"
EXT. ENTRY 2 3 2'-6" X 6'-8"INT PASSAGE 4 5 2'-6"
x 6'-8"INT PASSAGE6
LH NA RH RH LH 2'-6" X 6'-8"INT POCKET 72'-6"
X 6'-8"INT PASSAGELH SEE ENERGY NOTES, SHEET 3, FOR REQUIREDU-
VALUES. ALL WNDWS TO BE NFC CERTIFIED VERIFY OPENING WITH EXTERIOR ELEVATIONS G
1 6'-5" X 6'-0"CASEMENT/FIXED 7'-6"8 SQ. FTSEE
ELEVATION H1
2'-8" X 6'-0 CASEMENT 7'-6"8
SQ. FTEGRESS J 2 2'-6" X 3'-4"
CASEMENT 6'-8"8 SQ. FT---K 1 2'-6" X 3'-4"
CASEMENT 6'-8"8 SQ. FTTEMPERED 6'-5"6"6"2'-8"2'-6" X 6'-8"
INT PASSAGE
8 RH
NA 5'-0" x
6'-8"INT DOUBLE BIFOLD9
M 1 2'-6" X
4'-6"CASEMENT
7'-6"
8
SQ. FTEGRESS C 1
5'-0" x 4'-
6"CASEMENT/
FIXED 6'-8"SEE
ELEVATION 6.66 SQ. FT1'-7 1/2"
8'-0"
5'-0"
AREA CALCS
NEW WALKWAY:___SQ. FT.
BUILDING OVERHANG:696
SQ. FT.TOTAL IMPERVIOUS SURFACE:___
SQ. FT.TOTAL IMPERVIOUS
SURFACE SHEET INDEX HEIGHT
ROOF PITCH:3:
12 RIDGE HEIGTH:
24'-0"BUILDING AREA MIN,
EXISTING HOUSE REQUIRED TO MEET 75%
MAXIMUM)1, 333 SQ. FT.
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 MAIN FLOOR: 540 SQ. FT.TOTAL LIVING AREA:
1000 SQ.
FT.UPPER FLOOR: 360 SQ. FT.
TOTAL BUILDING AREA:
1,
040
SQ. FT.
PORCH: 40
SQ. FT.
VENT
OUT LOWER
ROOF APPROVED ALTERNATE _____________________________________________________________________________SKYLIGHTS BETWEEN TRUSSES
OR RAFTERS: OPENINGS CANNOT BE
LARGER THAN REQUIRED TO FIT BETWEEN STRUCTURAL COMPONENTS AS
REQUIRED IN FRAMING PLANS, WITHOUT
ALTERATION. LOWER SIDING HORIZONTAL LAP SIDING W 5" EXPOSURE SHINGLES (
WEAVE CORNERS)FINISHES
PORCH UPPER
SIDING CONSTRUCTION OPTIONS ROOF CONSTRUCTION ROOFING
PAINT COLORS:ENTRY DOOR:
PROVIDE DOOR SPEC SHEET COMPOSITION ROOFING,
COLOR TO BE _______________________________________________________________ VERIFY MANUFACTURER APPROVED AT LOW PITCH,
INSTALL PER INSTRUCTIONS)METAL ROOFING, COLOR TO BE ______________________________________________________________________BOARD AND BATT SIDING (1X4'
S @ 16" O.C.)SHINGLES (WEAVE
CORNERS)APPROVED ALTERNATE _____________________________________________________________________________HORIZONTAL LAP SIDING W 5" EXPOSURE GRADE AT BUILIDING SITE FLAT SITE (LESS
2% ACROSS BUILDING ) SLOPE EXCEEDS 2% -
USE STEPFOOTINGDETAILPERSTRUCTURAL -
CONCRETE STEMWALLTO
EXTEND TO
BOTTOM OF FLOOR LEVELPERTYP
DETAILS NO PONY WALLS ALLOWED BELOW
FLOOR FRAMING
NO GRADE CHANGE
FROM PLANS ALLOWED AT PORCH
LOCATIONS - MAINTAIN 3 STEPS
FROM GRADE TO DECK PROVIDE
COLOR INFORMATION (MANUFACTURER & COLOR
NUMBER)
11'-
4"
2'-
11"11'-
9"
10'-
7 1/
2"
3'-4
1/
2"
8'-
7"
3'-
2"
5'-6"
9'-6"
3'-
0"
9'-
7
1/4"
ACCESS PANEL 6X6
POSTS PER DETAILS, SHEET 4 APPROVED ALTERNATE _____________________________________________________________________________1 OF 4 SCALE 1/4" = 1'-0"D2.
LOWER
FLOOR
PLAN
SCALE 1/4" = 1'-0"
D2.
UPPER FLOOR PLAN
ROOF BELOW ROOF
BELOW 3'x3'SHOWER
UP
GREATROOM"
BATH REF
DW 30"
SINK
30"STOVE
BEDROOM CLOSETW/DPORCH
CLOSETBEDROOM 1 BEDROOM 2
BATH 32" VANITYKITCHEN 26'-0"5' TUB/SHOWER
NOTE THAT THE DEPICTION ABOVE ISAREVERSE
IMAGEOF THEPLANS INTHIS PERMIT SET DATE:DRN:REV:
3/18/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407
tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT
JillFuerstneau
3'-6"
STOVE HOOD -
VENT DIRECTLY TO
EXTERIOR WALL
PREFERABLY THRU
THE ROOF
INSPECTOR: SEE SHEET 3 FOR REQUIRED ENERGY CREDITS
FOR 2021 WASHINGTON STATE ENERGY CODE - RESIDENTIAL
SHEET 3
EXTERIOR FINISH NOTES
ENERGY NOTES, ENERGY CREDITS, MECHANICAL
NOTES, BUILDING ENVELOPE 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.
2021 2021
2021
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:
D2. GLACIER (REVERSED)
LOWER FLR SUB SUB
FLR- SECND
FLR D2. _______ ELEVATION SCALE 1/
4" = 1'-
0"D2. _______ ELEVATION SCALE 1/
4" = 1'-0"
D2. SECTION AA SCALE 1/
4" = 1'-0"
22'-8"
TYP WNDWHDR
SECOND
FLR
LOWER
FLR
SUB10"8'-1 3/
8"6'-
8"
4
2
3
12
7'-2 3/16"
7'-2"10'-
9 1/2"6 MIL V.
B.CRAWL SPACE 4 1 GREAT
ROOM BEDROOM 4'-0"2'-5"
7'-6"HDRHORIZONTAL SIDING W/PAINTED METAL CORNERS U.
N.
O
5/
4
X 5 SIDE
CASING 5/4 X 6 TOP
CASING BEVEL
SILL
W/
5/
4 X
4
APRON
TYP
4
7
4 7HORIZONTALSIDING
W/PAINTED METAL
CORNERS U.N.O
SIDE
WALL VENT 3 12 METAL
ROOF 3 123 12
3 12 3'-0"
2'-0"10"8'-1 3/
8"LOWER
FLR SUB
SUB FLR- SECND
FLR
12"
MIN 24"
X 18" CRAWL SPACE
ACCESS - GRAY
COLOR-
PROVIDE METAL
WIINDOW WELL-MIN 36"
X
36" FOR
ACCESS METAL
ROOFING COMPOSITION ROOFING
IF APPROVED BY
MAUNFACTURER)
HALL
3'-0"
3'-0"
1/
2"
GYP
BDUNDERSTAIRSWALLS
BOXED HEADER
AT RIM-
SEE STRUCTURAL DETIAIL 8'-1 1/2"
WNDW HDR SECOND FLR LOWER FLR SUB 10"
8'-1
3/8"
6'-8"
D2. SECTION
BB OPEN
CLOSET 8'-0"STAIR/HALLBATHROOM
4
5
4 36
MIL V.
B.CRAWLSPACE
GREAT
ROOM
13 Risers @ 7.70” =
9’-
0”12 Treads @ 10
1/
2" = 10'
6"6'-8"(1) STEP
TO
LANDING
1/2"
GYP BDD2. _______
ELEVATION
SCALE
1/4" = 1'-
0"3 12 WNDW HDR SECOND
FLR LOWER FLR SUB6'-8"3
12
5/
4
X
8
CONT
TRIM
5/
4
X
8
CONT
TRIM
D2. _______
ELEVATION SCALE
1/4" =
1'-0"3 128'-0"SECOND
FLR LOWER FLR SUB10"8'-1
3/8"6'-8"3
12 HORIZONTAL SIDING W/PAINTED METAL CORNERS U.N.
O
5/4 X
8 TRIM CONTINUOUS 4 7
BEDROOM METAL ROOFING 4
9 FLASHING 3 12
4 10 8 4 VENT AT
SIDE WALL
2X12 RAFTERS@24"
O..C
R38 FIBERGLASS INSULATION W/ 1" AIRSPACE
1/2" SHEATHING PER STRUCTURAL 15#
FELT/METAL ROOFING OR ALT
AS APPROVED BY MANUFACTURER 2 OF 4 MIN 24"
X
18"
CRAWL
SPACE
ACCESS - GRAYCOLOR-PROVIDEMETAL
WIINDOW
WELL-MIN 36"
X 36" FOR
ACCESS 5'-0"2'-
6"
11'-
3"
R30 FIBERGLASS
INSULATION
R30 FIBERGLASS
INSULATION
10 MIL V.B.
10 MIL V.B.
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
D2. GLACIER (REVERSED)
3
OF
4
DATE:DRN:REV:3/18/
22jill
sousaarchitect2815 N. Lawrence
Tacoma, WA 98407
tele: 253.468.9662
jill@jillsousaarchtect.
comJFSRENTON
ADUsREGISTERED
ARCHITECT
Jill Fuerstneau Sousa STATE
OF WASHINGTON NOT VALID UNLESS SIGNED
7155 PERMIT SET
R49R49R49 ENERGY CREDITS (
MIN VENT AREA REQUIRED 1/1500 RULE: 52 SQUARE INCHES
VENTED CRAWL SPACE: 540 SQUARE FEET
CALCULATIONS:
FOUNDATION VENTING:
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 CORROSION PROOF MESH AS REQUIRED PER IRC. PROVIDE A WELL
WALLS AT VENTS, IF NEEDED, TO PREVENT GROUND FROM INTERFERING 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 BARRIER OVER CONC FOOTING AT INTERIOR AND UP EXTERIOR STEM
WALL, MIN 12".
CRAWL SPACES:
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 PRESSURE-TREATED WOOD, PAINTED, OR OTHER MATERIAL
RATED FOR GROUND CONTACT.
FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS ABOVE, OR
HOLDDOWNS AS REQUIRED FOR SHEAR SUPPORT
D2.
GLACIER (REVERSED)PROVIDE:TOTAL NFA VENTING:
270 SQ IN COMPLIES
WITH BOTH RULES SOFFIT VENTING TO BE 2" CONTINUOUS
ALUMINUM SOFFIT VENT= 9 SQ. IN/LIN FT PROVIDE 15 LIN FT X 9 =
135 SQ. IN 1/150 RULE: 1.0 SQUARE FEET OR
144 SQ IN MIN NFA
VENT AREA REQUIRED: LOWER VENTED ROOF AREA:
150 SQ FT 1/300 RULE: 0.5 SQUARE FEET
72 SQ. IN UPPER ROOF VENTING TO BE 40% -
50% OF TOTAL) SIDE WALL VENTING LOMANCO OMNI-WALL OW-
4, OR EQUAL 9 SQ. INCH PER LINEAL FOOT X 15 FT=
135
SQ. IN 7 MITER 2X4
SILL AROUND CORNER 6X6
POST IN CORNER -
MITER HEADERS
OR
PER
STRUCTURAL 6 6
corner wndw detail SCALE 1 1/
2"= 1-'
0"2"
CONT SOFFIT VENT
2X12 RAFTERS W/
R38 FIBERGLASS
INSUL 2
6 2 6 BAFFLE AS NEEDED
FOR 1" AIRSPACE
TYP. EAVE DETAIL SCALE 1 1/2"=
1-'0"
1 NAILING PER
SHEAR WALL SCHEDULE 2X6 STUD WALL @
16"O.C 1/2" SHEATHING
W/ TYVEK
OR APPROVED WRB SEE
SHEAR WALL SCHEDULE
R21
FIBERGLASS
INSUL.12
3 2
6 2 6
TYP EAVE DETAIL SCALE 1 1/2"=
1-'0"
3 NAILING PER
SHEAR WALL SCHEDULE 2X6 STUD WALL @
16"O.C 1/2" SHEATHING
W/ TYVEK
OR APPROVED WRB SEE
SHEAR WALL SCHEDULE
R21
FIBERGLASS
INSUL.12
3 1'-0"
OR PER
PLAN7 1/
4"3 1/2"12" OR
PER PLAN METAL ROOFING OR COMPOSITION ROOFING
W/ ICE AND
WATER SHIELD
PER MANUFACTURERS
RECOMMENDATIONS 2" CONT VENTING-
2 6 2 6 TYP. GABLEEAVE
DETAIL SCALE
1
1/2"=
1-'0"
5
2X8 BARGE 12"
NAILING PER SHEAR WALL
SCHEDULE 2X6 STUD
WALL @ 16"
O.
C 1/2"
SHEATHING SEE
SHEAR WALL SCHEDULE
R21 FIBERGLASS INSUL.SLD2X10 BLKG
SOLID FIRE-BLOCKING
FROM TOP
OF PLATE TO
UNDERSIDE OF SHEATHING NO VENTING ALLOWED UNDER EAVES
1/2" TYPE X
GYP BD OR DENSSHIELD BETWEEN
SHEATHING & SIDING IF WALL NEEDS ONE-HOUR PROTECTION ONE LAYER
5/8" TYPE X
GYP BOARD
ON INSIDE -
ONE-HOUR RATING NOTES
2 6 2 6 ONE-HOUREAVE
DETAIL SCALE 1 1/2"= 1-'0"1 SIM DETAIL
AT TOP OF RAFTER PER DETAIL 2 BELOW.
1'-
6" MAX 5'-0" N.T.S.PROPERTY LINEOR FIRE-SEPERATION LINEFIREBLOCKING: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 6 SCALE
1 1/2"= 1-'
0"BEVELED
SILL 2X4 W/ 10
DEGREE
TOP OR PREFAB SILL OF
SIMILAR DIM
TYP WNDW HDR/
SILL FLASHING 5/4 X
4 MIN
TOP CASING OR PER ELEVATIONS 8"
MIN7"
X 16" FOUNDATION VENTS 3" CLRFOUNDATION
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" MIN.
JOISTS PER STRUCTURAL W/R38 FIBERGLASS
INSUL
1"3" CLRFIN 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"
CELARANCE BELOW JOISTS12"
BELOW SUPPORTING BEAMS6" CRAWL SPACE
PT.
JOISTS PER STRUCTURL SHEATHING PER STRUCTURAL/SIDING PER EXTERIOR ELEVATIONS MAINTAIN MIN 6" CLEARANCE
TO GRADE SEE STRUCUTRAL
FOR RIM JOIST SIZE A& ATTACVHMENT PROVIDE:UPPER SOFFIT VENTING TO BE 2" CONT
SOFFIT VENT = 9 SQ. IN/LIN
FT 26' LINEAL FEET TOTAL 26 LIN FT X 9 SQUARE INCH /LN FOOT
OF VENT = 234 SQ
IN TOTAL NFA VENTING: 468 SQ IN LOWER SOFFIT VENTING TO BE 2" CONT
SOFFIT VENT = 9
SQ. IN/LIN FT 26' LINEAL FEET TOTAL 26 LIN FT
X 9 SQUARE INCH /LN
FOOT OF VENT = 234 SQ IN ROOF
VENTING CALCS:1/150 RULE: 2.6 SQUARE FEET OR
374 SQ IN MIN NFA VENT AREA REQUIRED: UPPER
VENTED ROOF AREA: 390 SQ FT
1/300
RULE: 1.3 SQUARE FEET 187SQ.
IN
UPPER ROOF VENTING TO
BE 40% -50%
OF TOTAL) MEETS 1/300
RULE FOR NFA porch ROOF SCALE1
1/
2"=
1-'
0"8 FLASHING
2X6 RAFTERS
PER STRUCTURAL HANG FROM LEDGER porchROOF
DOUBLE POST exposed SCALE
1 1/2"= 1-'0"
9 12 3
6 6x6 POST -
EXPOSED porch FLOOR SCALE
1 1/2"= 1-'0"10 2X8 BARGE AT
ENDS 6x6 POST- CONT TO FTG
CB66 POST BASE BEAM PER STRUCTURAL HNAG
FROM CORNER POSTS 2X6 LEDGER
W/ 1/4"
DIA
X
3"
LONGSIMPSONSDSSCREWS -
2
PER STUD SIMPSON
CBT4Z CONCEALED PODST
TO BEAM OR SIMPSON
APVL4
DECORATIVE
STRAP
CONNECTORR38
R20
SEE WOOD FRAME ASSEMBLY
OPTION 1 ON SHEET 3
R20
SEE WOOD FRAME ASSEMBLY
OPTION 1 ON SHEET 3
R20
R30
SEE WOOD FRAME ASSEMBLY
OPTION 1 ON SHEET 3
MIN. 2X10 WITH R30 FIBERGLASS
INSULATION
SEE WOOD FRAME ASSEMBLY
OPTION 1 ON SHEET 3
R20
SEE WOOD FRAME
ASSEMBLY OPTION 1
ON SHEET 3
10 MIL V.B.
SEE WOOD FRAME
ASSEMBLY OPTION 1
ON SHEET 3
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 Pg = 20 PSF (ASCE 7 FIGURE 7-1)
FLAT-ROOF SNOW LOAD Pf = 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.
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
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 Pg = 20 PSF (ASCE 7 FIGURE 7-1)
FLAT-ROOF SNOW LOAD Pf = 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.
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
2021
2021
(ASCE FIGURE 7.2-1)
2021
98
98
(2)
ACI MNL-15
(FORMERLY SP-15)
19
AGGREGATE EMBEDDED IN PREVIOUS POUR.
1/14/20224/10/2024
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 = 1,000 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
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.
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
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.
THE FOLLOWING CODES,
ASTM A1065
19
2'-0" MIN UNLESS NOTED OTHERWISE
, UNO.
19 18
ASTM A1064
WALL SHEATHING SHALL HAVE A MINIMUM THICKNESS OF 15/32-INCH.
1/14/20224/10/2024
2018
PT
1/14/20224/10/2024
PT 4x4
POST W/ CCBSQ44-
SDS2POST BASEANDEPC4ZPOST
CAP(2)
LOCATIONS2'-
6"
x2'-
6"
x1'-
0" CONC
HDAA HDAA
HDA
4/10/2024
4/10/2024
2021
SEE PLAN
NOTE #12x12
@16"
OC2x12
@
16"
OCPT
2x8
@16"
2021
4/10/2024
4/10/2024
SEE PLAN
NOTE #12x12
@ 16" OCPT 2x8 @ 16" OCPT
4x8PT
4x8PT
4x10
2x10
@
12"
OC(
2) 2x12(
2)
2021
THE ENGINEER'S SEAL IS ONLY FOR THE
SHEAR WALLS AND BOX BEAM AND
LEDGER DETAIL, DETAIL 1/S6, AND THE
BLOCKED DIAPHRAGM, DETAIL 2/S6.
THE ENGINEER'S SEAL IS ONLY FOR THE
SHEAR WALLS, BOX BEAM, LEDGER DETAIL,
DETAIL 1/S6, DETAIL 2/S6, AND THE BLOCKED
DIAPRAGM.
THE ENGINEER'S SEAL IS ONLY FOR THE
SHEAR WALLS, BOX BEAM, LEDGER DETAIL,
DETAIL 1/S6, DETAIL 2/S6, AND THE BLOCKED
DIAPHRAGM.
4/10/2024
TRIPLE JOIST, SISTER BY
USING 16d NAILS @ 9" OC
STAGGERED TO CONNECT
OUTER 2x TO CENTER 2x
3.5"x9.25"GLB, BEARS
3.5"x3.5" MIN AREA
ON DBL TOP PL, EE,
ES, TYP
DOUBLE JOIST W/
10d NAILS @6" OC,
MAX, STAGGERED
SIMPSON SDS25500
SCREW @8" OC TYP
4/10/2024
SEE
PLAN
4/10/2024
2021
4 CONT@12"
OC (DBLBARS
AT TOP &
BOT)LAP
2'-0" AS
H1.81Z
2'-6"
2
"
MI
N
PT TREADS AND
STAIR CARRIAGE,
TYP.
4/10/2024
B/
FTGSEE STRUCTNOTES
FORCOVERMATCH
FTGBOT
REINFb1.
5HMINH
2'-
0"
MAX
LTYPDMINSTEEP
AS
POSSIBLE1.5HMIN1 8"
H D MIN
D FTGTHK
SECTIONELEVATIONFTG
REINFTO
BE CONT3xD
OR
6" CLR(WHICHEVERIS
GREATER)
MIN
BTWNADJ
PIPE SLEEVESLbOPTIONALCONST
JTFTG PER
PLANNOTES:1.
PIPEMUST
RUN
PERPENDICULARTHROUGH
(Lbt)
5"
6"
8"
9"
5"
6"
8"
9"
7.5"
8"
12"
13.5"
4/10/2024
1.
NOTE:
AT
BOTTOM
PLATES,
FOLLOW
GUIDELINESSHOWN,
EXCEPT
USE
CS16
x
2'-
0" STRAP.
NO
2x4 2x6
.MIN;
MIN (8) 10d OR MIN 8" PAST OPENING, EACH END.
2x4 STUDS
(3x4 SIMILAR)
2x6 STUDS
(3x6 SIMILAR)
1 1/2"1 1/2"1 3/8"2 1/4"2 1/4"2 1/8"
2
2"
1/14/20224/10/2024
4/10/2024
SHEARWALLSCHEDULESCALE:
NTS111.2.
3.4.
5.
6.
7.8.
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
2x
POST
NAILING
(NOTE 3)
TR CONCRETE EMBED
HOLDOWN SCHEDULE
STEM WALL
HDU4-SDS2.5
HDQ8-SDS3
HDU11-SDS2.5
4x
6x
12d @ 8"OC
-
5/8"
-
1"
-
12"
-
18"
DETAIL
REFERENCE,
UNO
5/S11
-
5/S11
5/S11
MIN
EMBED
21"
25"
SSTB BOLTS AT STEMWALL
AND FOOTING (NOTE 5)
12"SSTB24
12 SSTB28
INSTALL A CARBON STEEL HEX NUT COMPLYING WITH ASTM A563, GRADE A, AT EACH BOLT.INSTALL A CARBON STEEL HEX NUT COMPLYING WITH ASTM A563, GRADE A, AT EACH BOLT.SSTB ANCHOR BOLTS REFER TO SIMPSON STRONG TIE CATALOG CALLOUTS. INSTALL SSTB BOLTS PER MANUFACTURER.
TR PER 2/S11, TYPSSTB BOLT PER 2/S11, TYP
NUT BOLT
CRIPPLE WALLS PPLE WALLS FLOOR JOISTS
1/14/20224/10/2024
1/14/20224/10/2024